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Home My WebLink About3746 Saltmarsh Lp 17-2373; NEW HOMECITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r Application No: 7r W3 7 3 w Documented Construction Value: $ Job Address: •-S-}t I A-( L['* Historic District: Yes No g Parcel ID: - - - nono - Residential Commercial Type of Work: New9 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: '' acB cjcsa k Fax: Title: Ar qh Property Owner Information C-)m Name -SjjC,r-(iah4- tLWW-j F(- I J-C Phone: go Street: CuLf c (Q.p>IWC08 VLi . 'S aL( Resident of property?: QJa City, State Zip: La'V, rY1qc(' I --- -' Aa z qCO Contractor Information (( . Phone: Llc-)::- u`-t::- Street: I, _S! r-1(a &,,-8 . , S4— 04 Fax: qC)--- C-JQ-q:2i C> City, State Zip: _LaI$ ry--,,a to ,L bid-iLn State License No.: Architect/Engineer Information Name: 1't 1 1 eC^c1 ` Phone: ;al s uqu Soo I Street: \52) Fax: . Email: - City, St, Zip: E-mail: 31yeS f31t herr1 V t`p.ci Bonding Company: Mortgage Lender:- 1 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 n RECORDED AND, POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN lV ' FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc ' n and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name dx az 8 kll ?- S.gma re of Notary- tate of Florida Date Shayne Mangel NOTARY PUBLIC TE OF FLORIDA om GG113111 Owner/Agent is Perso &RI V 021 Produced ID L l l I il J Print Contractor/Agent's Name Signature of Not -State of Flonda Date JP,S,TE Shayne Mangel NOTARY PUBLIC TAOF FLORIDA mNContractor/ AgentisWeorProduced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical R Mechanical© Plumbing© Gas Roof Construction Type: J 6 Occupancy Use: A? - I) Flood Zone: x-5 A- r-MCN E9 Total Sq Ft of Bldg: 145(o Min. Occupancy Load: J O # of Stories: IZ3 New Construction: Electric - # of Amps 1 !&Q . Plumbing - # of Fixtures 115, Fire Sprinkler Permit: Yes No R # of Heads Fire Alarm Permit: Yes No 1C APPROVALS: ZONING:..c Ic UTILITIES: WASTE WATER: ENGINEERING: TTO, !% -0k--WV1 FIRE: COMMENTS. Ok to construct single family home with setbacks and impervious area shown on plan. 34. 2*10 fvl f- BUILDING: GE to- t - ( 7 Revised: June 30, 2015 Permit Application 1J.5 1 k CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION valro l' Application No: 7rW373 Documented Construction Value: $ R2i /CA,; Job Address: ` - fit cs- - ry ru" Historic District: Yes No Parcel ID: (: J - 20-31Residential Commercial Type of Work: NewX Addition Alteration Repair Demo Change of Use Move Description of Work: Phone:4c-)-a' CJC.Q k Fax: Property Owner Information v • a- Name Q F Phone: tFO-:)— C&I-q- Street: lam( Q41rL- Iriaen. L )008 Li , S a Resident of property? City, State Zip: l' Y1Ci rv i •-C _ NCO Contractor Information Name i 1Q1ri C LLC Phone: LQq:or Street: tc! C 5nu,- 8 S-k- 1:'4 Fax: Uq:1 City, State Zip: L COY o 1'y1 n ,EL 3az-2iALo State License No.: Architect/Engineer Information Name: Yis1t s 1 f l C^Ci 1.`— Phone: A 80t) I Street: Pis\2_' S. \ 5JFax:. v City, St, Zip: C( E-mail: f31i to Kerr -A) Ci Bonding Company: Address: Mortgage Lender:- Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND. POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I cerfify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work; plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc ' n and zoning. 07 s1Z11 8-Z - l Signature of Owner/Agent Date Signature of Contractor/Agent Date Print ,Owner/Agent's Name Signaffre of Notary- tate of Florida Date Shayne Mangel j NOTARY PUBLIC ATE OF FLORIDA om GG113111 Owner/Agent is Perso &RI 1 021 Produced ID Print Contractor/Agent's Name Signature ofNo -State of Florida Date pR Shayne Mangel e ` NOTARY PUBLIC o STATE OF FLORIDA mm# Mfil7v Contractor/Agent is on r s h/ we or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ' Electrical Mechanical Plumbing-] - Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES:'A % WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application. 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: 3746 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0070 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL US•E ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: W 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# 17-2373 Reviewed by: Michael Cash, CFM Date: August 9, 2017 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 1-1- VV 15 Address: -I %A (. Avr-WR.sA BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICAL 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 PLUMBING PERMIT Min Max 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 pa Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & tio 18„--9 Landscaping in Right -of -Way wwwsanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way in accordance with the Clty's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or fa sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the Knwwhar.below. size and location of the existing right—of-way and use shall be provided or application could be delayed, call baPonpoodl& 1. Project Location/Address: 3-3-i-c n `mil \T M Imp L I 2. Proposed Activity: 3. Schedule of Work: XDrlveway Walkway Cher: wa Start Date 1 h Completion Date u 4. Brief Description of Work: Emergency Repairs This application is submitted by. SlPgpertynaturer— Print Name:. G r4n Address: I C7 0'yWJ1 LoCQo _` 8 . —,k I aLl Lax nnQei (Zc..i PC Phone: OILQ 1 Fax: M A21Jate: z77 Maintenance Resoonsibilities/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 permlttee 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 Ilan 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 counclipersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all Ilabllllles, 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 Inddent thereto (including costs of defense, settlement, and reasonable attomey's fees up to and Including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have read a u erstand the above statement and by signing this application I agree to its terms. Signature: Date: g/707 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pro -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Dale: Date: Date: Date: Novemcer Zeta ROW Uao Drtveway.pdf w LoT -4- Revision Response to Comments Permit # + --,9-3 3 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date I I )C I I ---A— Project Address:LD Contact: Ph: I Fax: Email: Q.l 5*Q- 1-i' h r 2$ o L r, Trades a compassed in revision: General description of revision: Building nPP Plumbing Ar i CC 4n cent r 64:' -b,-e Electrical LZ_1.5,C1/Isk Ir1 b of C.G.,a,s Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 11 Building ROUTING INFORMATION Approvals 5f jP-2-11 ASHTON WOODS. September 22, 2017 Shayne Mange[ STARLIGHT HOMES — ORLANDO 1064 Greenwood Blvd. Suite 124 Lake Mary, FL 32746 STARLIGHT HOMES Subject: Brisson East/ Wyndham Preserver Permitting Comments Plans updated for the follow codes based on review comments on the Architectural plan set FBC 107 Reference: Addressed the following comments 1. Plans must be a site specific plan set 2. Index on cover page should be consistent to the pages present in lot specific plan set. 3. Remove Call out for 200AMP if it was present Shayne, Per your request we have addressed the Architectural reference items on the enclosed site specific plans sets. Please use the new site specific plan for your resubmittal. We have revised these comments and will include them on any future lot specifics plans. office. If you have any questions or would like any further clarification, please feel free to contact our Respectfully, Adam Weaver Vice President of Purchasing and Starlight Product Development Ashton Woods - Corporate Headquarters 1405 Old Alabama Road, Suite 200 1 Roswell, GA 30076 a CITY OF SANFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2373 Date: 09/19/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3746 Saltmarsh Loop Contact Email: Shayne.Maneel(a-)starlighthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets andlor supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The plans include different elevations. The plans are required to be site specific. Only the specific elevation and any corresponding details or floor plans should be depicted on the plans. In addition, the index on the cover sheet should be revised to only include the specific pages that exist in the plans. FBC 107 2. The Electric Page specifies a 200 amp service while the electric load calculations specify a 150 amp service. Please either revise the electrical page or the electric load calculations to show the correct service size. FBC 107 3. The A/C condenser is required to be shown on the plans in the approved location as shown on the plot plan. All applicable plan pages and any electrical details need to be revised, placing the condenser at the rear of the house. FBC 107 4. The Truss Engineering package and layout from the Truss Manufacturer differs from the Truss layout shown on the plans. Please revise accordingly, as the truss layout shown on the plans must match the layout from the Truss Engineer — specifically the Front Porch Trusses, the # of A5 Trusses, the spacing of the trusses in different locations, the valley trusses V4 & V6. FBC 107 5. Please provide two (2) copies of a Service Riser Diagram indicating the service size and the bonding to the footer steel, in accordance with NEC 250.50. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetin¢s with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: U t ( T :Ir_ Project Name: . ,.}-M e-W(Je Project Address: 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. EdCKOM" Robert Willets 01N Icak Fasts- -h,=kPrintNameofOenantPrintNamofGen. Contractor Print Name of El. Contractor Signature of Owner/Tenant Signature of Gen. Contractor Signature of El. Contr ctor 3C_Q Gen. ontractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on _/ Rev. 02/ 10/ 15) Page 1 of 1 3Ng Flo s a LC GRANT MALOYr SEMINOLE COUNTYAeers.:- 4 CLERK OF CIRCUIT COURT 6 COMPTROLLERLekaMan. FL 32746 8Y. 8969 P9 836 (1P9s ) CLERK'S 4 2017080899 NOTICE OF COMMENCEMENT RECORDED 08/10/2017 11:11:18 An RECORDING FEES $10.00 State of Florida RECORDED 8Y hdevore County of Seminole Penult Number. Parcel ID Number: 17-20-31-502-0000- 0a-7 O The undersigned heLeby gives notice that Improvement rNti be made to certain real property. and in accordance with Ctneptti. > 13. FkxWa statutes, the fdbwing Information Is provided in finis Notloe of Commencement. OF PROPERTY: (Legal description of the property end street address If available) Address: 3-14-le Sal+rirw r U-, i- e D . 'J41n-iz d >r-+` 3 I-'i l j GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee simple Title Holder (If other then owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the Stab of Florida Deslgnabd by Owner upon whom notice or other documents may be served as provided by Section 715.13(1)(b), Flodds Statutes Name: NA Address: In addpkorn to himself, Owner Designates NA of To receive a copy of the Uencr e Notice as Provided In Section 713.13(1)(b). Florida Statutes. Expiration Dab of Notice of Commencement (The expiration dab Is 1 year from dab of recording unless a different dab le specified) WARIVING 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 penalties of perjury, I declare that 1 have read the foregoing and that the facts stated In It are true to the best of nm kasw(Sdbe and belief. owwe t3pmrr<re owners P.ffi Name Flodde _ T^ 713.13(l)(ft ' Tte owrw mums sign er ratios of aanmonownerd and no one abe maybe pe mteed to sip In W or her good.' Stab of Countyof np G The foregoing Instru nent was ad nowledged before me thisday of by 'lr V acs C ,- who Is pwoonally known to me {dam War er penman n0di etrrwt OR who Ise produced IdentiHcatlon type of Identification produced: IoShayne Mangei NOTARY PUBLIC r n STATE OF FLORIDA . i 1 ' Com# GG113111 Not y m Explre3W12021 Book8969/Page836 CFN#2017080899 Page 1 of 1 http://officialrecordsbv. seminoleclerk.org/BrowserView/ 10/10/2017 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 7 - 1412 UR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number.# 1 7 - 2 3 7 3 O"PAR'O Owner. Jurisdiction: 69'SJoDesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(1563.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft' b. Frame - Wood, Adjacent R=13.0 238.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1412.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1412.00 ft' 6. Conditioned floor area above grade 1412 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(153.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 a. U-Factor: Dbl, U=0.34 105.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.614 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1412.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1412.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 47.13 Glass/Floor Area: 0.108 PASSTotalBaselineLoads: 47.74 1 hereby certify that the plans and specifications covered by Review of the plans and SrATFthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis o 09E Code. calculation indicates compliance with the Florida Energy Code. urn„ ••::: ;:•„ O PREPARED BY: Before construction is completed DATE: 7t Z5 7 this building will be inspected for Oil a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. tl, with the Florida Energy Code. COp WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: !0 Compliance requires certification by the air handler 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 Cln 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 Qn for whole house. 7/25/2017 3:51 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 7 - 1412 UR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1412 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 7 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE 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_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1412 13131.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1412 13131.6 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 142 ft 0 1412 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 1579 ft= 0 ft2 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 1412 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1412 ft' 0.1 Wood 7/25/2017 3:51 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 l. 1 2 3 4 5 N E S W S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 29 0 9 4.1 49 9 9 4.1 8 6 9 4.1 54 9 9 13 25 6 9 4 270.7 ft' 4 464.3 ft= 4 79.3 ft' 4 511.0 ft2 4 238.0 ft2 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 S Wood Main S Wood Main None None 39 3 39 2 6 10 8 6 8 20.5 ft' 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Omt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 n 1 Vinyl Low-E Double Yes n 1 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes W 4 Vinyl Low-E Double Yes 0.58 0.25 0.34 0.26 0.34 0.26 0.34 0.26 48.0 ft' 9 ft 4 in 30.0 ft' 1 ft0 in 30. 0 ft' 1 ft0 in 45.0 fl1 ft0 in 1 ft 0 in None 1 ft0 in None 1 ft0 in None 1 ft0 in None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 421 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 1532 84.11 158.17 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8. 2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 7/25/2017 3:51 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FnRM R4n5-9n94 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 Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 282.4 ft Attic 70.6 ft' Prop. Leak Free Main cfm 42.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[)) Jan Heatin[X] Jan Feb [[ j Mar X] Feb [X Mar Apr t j Apr [ j Ma [X] Jun (X] Jul [X] Au May [ ]Jun [ ]Jul [ ]Au[ X] Sep Sep Oct Oct Nov Nov Dec Dec Venting[)Jan Feb X Mar X]] Apr [ May [ ] Jun [) Jul [ ] Aug Sep X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 45 0 0 1 - Electric Heat Pump 1 - Central Unit 7/25/2017 3:51 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* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Windows" Description a. U-Factor. Dbl, U=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: Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft' b. Frame - Wood, Adjacent R=13.0 238.00 ft 1 c. N/A R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1412.00 ft' 1412 b. N/A R= ft' c. N/A R= ft' Area 11. Ducts R ft' 105.00 ft' a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 48.00 ft' 12. Cooling systems kBtu/hr Efficiency ff' a. Central Unit 30.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 3.614 ft. 0.257 Area 14. Hot water systems a. Electric Cap: 50 gallons 1412.00 ft' EF: 0.95 ft' b. Conservation features fP 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: 3ka,s _ ryx Date: "7-)t Address of New Home:yt12 City/FL Zip:, 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. 7/25/2017 3:51 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 7 - 1412 UR 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 subfloor 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 7/25/2017 3:51 PM EnergyGauge® 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 7 - 1412 UR 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:: 1412 sq.ft. Cond. Volume: 13132 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): S LA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verged 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: yD4 UE Sr TN a r COD WME 7/25/2017 3:51 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 7 - 1412 UR 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 Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage rotal Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET oEgHE SrgTs g 06 Standards by an energy rater certified in 4 y accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: WE 7/25/2017 3:51 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Job: Starlight - Wyndham Pre... wrightsoft' Project Summary Date: 4/14/2017 Entire House BY: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: vwvw.energyair.com For: Lot 7 - 1412 UR, Starlight Homes Sanford, FL 32773 Notes: 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 14087 Btuh Ducts 3603 Btuh Central vent (45 cfm) 1272 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 18962 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Cooling Area (ft2) 1411 1419 Volume (W) 13125 13125 Air changes/hour 0.31 0.16 Equiv. AVF (cfm) 68 35 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 0.051 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 13273 Btuh Ducts 5629 Btuh Central vent (45 cfm) 868 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19770 Btuh Latent Cooling Equipment Load Sizing Structure 1836 Btuh Ducts 1094 Btuh Central vent 45 cfm) 1332 Btuh Equipment latent load 4262 Btuh Equipment total load 24033 Btuh Req. total capacity at 0.75 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 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 0.82 Capacity balance point = 34 OF Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wri htsoft• 2017-Jul-25 15 47.18 9 Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA ..t Specific\Wyndham Preserve\Lot 7 - 1412 UR.rup Calc = MJ8 Front Door faces S wrightsoft° Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone. 407-886-3729 Email. GRenner®energyair.com Web: www.energyair.com For: Lot 7 - 1412 LIR, Starlight Homes Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19770 Btuh Outdoor design WB: 75.9°F Latent gain: 4262 Btuh Indoor design DB: 75.0°F Total gain: 24033 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturers Performance Data at Actual 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 141 % of load Total capacity: 26119 Btuh 109% of load SHR: 77% Design Conditions Outdoor design DB: 44.2OF Heat loss: 18962 Btuh Indoor design DB: 70.0OF Job: Starlight - Wyndham Pre... Date: 4114/2017 By: Plan: 1401 S Entering coil DB: 77.8°F Entering coil WB: 64.2°F Entering coil DB: 68.2°F Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 151 % of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 100% of load Temp. rise: 50 OF Meets are all requirements ofACCA Manual S. 2017-Jul-25 15:47:18 wrightSOft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA ...t Specific\Wyndham Preserve\Lot 7 - 1412 UR.rup Calc = MJ8 Front Door faces: S Duct System Summary Job: Starlight- Wyndham Pre... wrightsoft, Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyair.com For: Lot 7 - 1412 UR, Starlight Homes Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.203 / 0.077 in H2O 0.131 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.203 / 0.077 in H2O 0.131 in/100ft 899 cfm 214 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk FAM-DIN-KIT c 3383 105 161 0.140 8.0 Ox 0 VIFx 25.1 120.0 stl FAM-DIN-KIT-A c 3383 105 161 0.249 7.0 Ox 0 VIFx 6.4 75.0 FAM-DIN-KIT-KIU c 3383 105 161 0.139 8.0 Ox0 VIFx 25.8 120.0 stl ba2 h 571 29 17 0.135 4.0 Ox 0 VIFx 25.1 125.0 SO bed2 C 1400 60 67 0.244 5.0 Ox 0 VIFx 8.4 75.0 bed3 C 2270 107 108 0.135 7.0 Ox 0 VIFx 25.7 125.0 SO foyer h 2227 113 69 0.131 7.0 Ox 0 VIFx 34.9 120.0 SO m bath h 1842 94 44 0.258 6.0 Ox 0 VIFx 8.7 70.0 m bed h 2826 144 91 0.273 7.0 OX 0 VIFx 4.3 70.0 VAC h 729 37 21 0.281 4.0 OX 0 VIFx 2.3 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk SO Peak AVF 459 515 0.131 656 12.0 0 x 0 VinlFlx 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 58.8 0.131 644 16.0 Ox 0 VIFx Bold/italic values have been manually overridden 2017-Jul-25 15:47:18 wrightSOW Right-Suite(g) Universal 2017 17.0.08 RSU17013 Page 1 ACCX ...t Specific\Wyndham Preserve\Lot 7 - 1412 UR.rup Celc = MJ8 Front Door faces: S N Level 1 m bed m bath P VTR O 10x6 94 cfm 12x6 144 cfm 18 x 8 lower pantry 7 6 " ceiing to 8' wic 16" pt 8 x 4 12 x 6 37 cfm 161 cfm E W VTR l5 CFM 12" lox6 67 cfm bed2 12x8 161 cfm 14 x 6 8 8 x 4 bat 29 cfm 24x18 FAM-DIN-KIT 899 cfm T = 4'VTR 8„ 14x6 7" 12x6 7 12 x 8 108 cfm 161 cfm w, bed3 laun c13 F ct 1' VTR foyer 12x6 113 cfm AHU ON METAL STAND 2.5 TON 240V/ 5KW HP EM garage RA SA AHU Closet AHU Stand Job #: Starlight - Wyndham Preserve Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 1 Lot 7 -1412 UR 5401 Energy Air, Ct RightSuite® Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 Phone: 407-886-376-3729 2017,1ul-25 15:47:29 ham Preserve\Lot 7 - 1412 UR.rup www.energyair.com GRenner@energyair.com AA Loll, erro n 2 w q 12. Mod6t w LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY WYNDHAM PRESERVE - LOT TBOULEVARDR/W MAP COUNTY PROJECT PS-0137 40.00' s89.42'17V PLOT PLAN Q. O U O U W pe LOT 8 ft POINT OF pj COMMENCEMENT NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 WESTERLY LINE OF THE NORTHEAST 1/4 OF SEC 17-20-31 BASIS OF BEARING) ca ai N r7 w rn O am o POINT OF N I COMMENCEMENT 10' UTILITY EASEMENT (P) N89'40'51 "E 359.00' PROPOSED 5' CONC SIDEWALK c 25' UTILITY, BUFFER, WALL, LANDSCAPE, SIDEWALK EASEMENT aDA N LOT 7 AREA = 7,180 S.F. ± A/C PAD 8.0 21.0 in o 11 a; a on a. 8.0 PROPOSED 1 STORY RESIDENCE 3746 SALTMARSH LOOP 1412 ELEVATION - U c GARAGE - RIGHT o FFE= 31.0 i PORCH CA 3 I oM i N Oz i Xo 13.6' 21.0 ' I 5.5' 16.00' N PROPOSED ro P DRIVEWAY Pi.+ ti/ 89040'51 "E 40.01 WYNDHAM PRESERVE LOT 7 Proposed) cw o c V' 3 ,. o II oNm cv o " 0 a7 vair c vim= V om z o ftj vvv' U)++ C O a m N a3J^ QD LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 FEast, 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.00019'09"E., a distance of 329.64 feet; thence N.89°40'51"E., a distance of 359.00 feet to the POINT O OF BEGINNING; thence N.89040'51"E., a distance of 40.00 feet; thence S.00019'09"E., O a distance of 179.48 feet; thence S.89042'17"W., a distance of 40.00 feet; thence O N.00019'09"W., a distance of 179.50 feet; to the POINT OF BEGINNING. ZContaining 7,180 Square feet, more or less. BUILDING LAYOUT NOTE: Building Setbacks Contractor and owner are to verify all setbacks, building dimensions, and layout Setbacks: Per construction plans for shown hereon prior to any construction, and WYNDHAMPRESERVE", City of Sanford, immediately advise GeoPoint Surveying, Inc. of SeminoleCounty, Florida. any deviation from information shown hereon. Front = 25' 1 Failure to do so will be at user's sole risk. Rear = 20' Side = 5' CONC CURB \ c SALTMARSH LOOP 50' RIGHT-OF-WAY PCP ( PRIVATE ROAD) 330. 00' S89'40'51"W LB` y LEGEND:ADUSSD—Access Drains a Utilities Sidewalk 9 / / UcensedsineBFP— 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. B.—Deed Book Water Meter O. R.—Official Records Book D4—Water Valve P. B.—Plat Book Z7—Fire Hydrant Pg•— Page RC® —Reclaimed Water Meter Elev.— Elevation RCD4—Reclaimed Water Valve Cone. — Concrete Cable Box BP — Brick Paver m —Telephone Box SW — Sidewalk E3—Electric Box FFE— Finished Floor Elevation O—Utility Pole CI — Curb InletGuy Pole GTI — Grate Top Inlet Li ht Pole P. U.E.—Public Utility Easement Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride O—Storm Sewer Manhole NCS— No Comer Set (Falls in Water) G—Sanitary Sewer Manhole SF —Square Feet BYHo —Electric Handhole D. U.E.—Drainage/Utility Easement COO —Clean Out FMGD— MAG NAIL & DISK CVD4—Irrigation Control Valve P. K.—Parker Kalon Nail I' —Sign SIR — Set 1/2" Iron Rod LB7768 WD4—Gate Water Valve SPKD — Set P.K. & Disk L87768 Gas Meter F—Existing FIR —Found 1/2" Iron Rod LB7768 Grade FIP— Found 1/2" Iron Pipe L87768 a —Blow —off Valve FPKD— Found P.K. Nail & Disk 1_87768 •4--Drainage Flow Direction FCM — Found 4"x4" Concrete 0 0 —Proposed Design Grade Monument PRM LB7778 0.2 —As—Built/Existin Grode Note: Some items in above legen may not be'a icable uescrlptlon I Date I Dwn. Ck'd I P.C. I Order N d REVISED AC PAD 1 9/06/17 1 JE -JDL DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. aP 1-7 - 23-73 ZONIN DATE Ok to construct single family home with setbacks and impervious area shown on plan. 3 1.2 o iYtr1P. ILA12 EIeV. v, CT9- SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "VWNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PI U .oao Y RIDA IOIJAI, PROFESSV&R NO. LS6915 NOT VAUD WITHOUT 19VS9RATURE AND THE ORIGINAL LOT AREA CALCULATIONS LOT = 7. 180 SQ.F'r. LIVING AREA= 1,412 SQ.FT. GARAGE = 421 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO 74 SQ.FT. WALKWAY = 88 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 34. 2 7 SOD = 4, 723 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD 126 SQ.FT. TOTAL AREA AREA 8, 180 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 288 SQ.FT. SOD 4. 849 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 "Z(" DESCRIPTION: PROPOSED LOT 7, 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. Drawn: MTP I Checked: JDL P.C.: Data FIe:BrissonEast-Plat Date: 06/ 20/17 Dwg: &issonEwt-lot? Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: ram• RECORD COPY PAXLMIERiM =ELECTRIC Starlight Homes 1412, Wyndham Preserve LOAD CALCULATION June 9, 2017 I. HVAC LOADS tNEC 2011 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 2.50 TON 4.50 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 5.00 KVA 0.67 5.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 10.17 KVA TOTAL LOAD FOR COMPRESOR @ 100% 4.50 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 3.69 KVA TOTAL HVAC DEMAND LOAD 8.19 KVA 11. GENERAL LOADS 1NEC2011- 220.82(B)(1) - (4)) LIGHTING 1412 Sq Ft @ 3VA/Sq. Ft 4.24 KVA sty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT le,utl D(NG 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) SANFORD 4.50 KVA 4. 5 WATER HEATER (2) 1 1.2 DISHWASHER O pARTM C' 1.20 KVA 1 0.8 DISPOSAL(I) 0.80 KVA DRANGE 1 7- 1 3 7 3 7.2 OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7. 2 COOKTOP CIRCUIT 72 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 48 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7. 2 30AMP POOL CIRCUIT 14. 4 60AMP POOL CIRCUIT 19. 2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 34.74 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER ( GENERAL LOADS) @ 40% 989 KVA SUB - TOTAL (GENERAL LOADS) 1NEC 2011 - 220.82(B)) 19.89 KVA HVAC LOADS 8.19 KVA GENERAL LOADS 19.89 KVA TOTAL DEMAND LOAD WEC 2011 - 220.82(A)t 28.08 KVA MINIMUM SERVICE SIZE 117.00 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp,Electrical Diagram O 150.Am p Main 120V%240V Typical 150 Amp Interior Panel SVILD1,V6 SANFOT,D 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL # 7 2 3 7 3 EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. W1 RECORD COPY MiTek® RE: 1113064 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Ta FL 33610-4115 Customer Info: Starlight Project Name: Lot 7 Wyndham Preserve Model: 1412 U I) Lot/Block: 7 Subdivision: Wyndham Preserve Address: N/A City: Sanford State: FL 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 22 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date I No. I Seal# I Truss Name Date111T114545181All6/26/17 118 1 T11454535 HJ7 6/26/17 12 1 T11454519 1 A2 1 6/26/17 119 1 T114545361 M1 1 6/26/17 13 I T11454520 I A3 1 6/26/17 120 1 T114545371 M1 G 1 6/26/17 14 I T11454521 I A4 1 6/26/17 121 1 T11454538 1 V4 1 6/26/17 15 1 T11454522 1 A5 1 6/26/17 122 1 T11454539 I V6 1 6/26/17 I 16 1 T11454523 1 A6 1 6/26/17 1112 1 1 COPI'PAa o_ iT 1 ', 17 1 T11454524 1 A7 1 6/26/17 18 1 T11454525 1 A8 1 6/26/17 19 I T11454526 I A9 1 6/ 26/17 1 110 1 T114545271 61 GE 16/26/ 17111 I T114545281 B2 16/26/17 1 T114545291B316/26/17113 1 T11454530 1 CJ1 16/26/17 114 1 T114545311CJ316/26/17 115 1 T11454532 1 CJ5 1 6/26/17 16 IT11454533JEJ7 1 6/26/17 117 1 T11454534 1 HJ5 1 6/26/17 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 (Groveland, FL). Truss Design Engineer's Name: Finn, Walter 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. 3q 3 ER'P' No r r r t = STATE OF 4111111110 i i Wafter P. Flnn PE No.22839 Mrrek USA. Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 26,2017 Finn, Walter 1 of 1 Job I russTruss Type ty y T11154518 1113064 A1G Hip Girder 1 1 Job Reference (optional) Builder's First Source, Groveland. FL 34736 7 640 s Apr 19 2u16 MiT ax industries. Inc. Mon dun zo r r av r i 2017 rage r ID:N9BezIUtzDjl53XpKKwxzFz4rrf-GroMtuLfNxQlXbfo? cmdcAJtYxLU9CXRta6lhz2R2k r1-0-03-9.14 -0-0 12-0-0 17-0-0 22-" 25.2.2 29-0-0 30-00Q 1- 0.0 3.9.14 3.2.2 5-0-0 5-0-0 S-0-0 3.2.2 3.9.14 1-0-0 5x8 = 3x6 = 5. 00 12 4 25 26 5 27 28 29 6 30 31 5x8 = 18 11 32 33 10 15 34 14 35 36 13 " 11 2x4 II 1.5x8 STP= 2x4 II 6x8 = 16- 1 Scale = 1:52.8 tl1 AIq 0 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.12 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(fL) -0.23 16-17 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.72 Horz(TL) 0.07 13 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 148 lb FT = 0`6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-13 REACTIONS. ( lb/size) 2=1158/0-8-0, 13=2983/0-8-0, 9=-127/0-8-0 Max Horz 2=-78(LC 9) Max Uplift2=-571(LC 8). 13=-1375(LC 4), 9=-306(LC 19) Max Grav2=1166(LC 19), 13=2983(LC 1). 9=206(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2272/1089, 3-4=-2136/1048, 4-25=-1827/931, 25-26=-1827/931, 5-26=-1827/931, 5- 27=-692/381, 27-28=-692/381, 28-29=-692/381, 6.29=-692/381, 6-30=-689/1567, 30- 31=-689/1567, 7-31=-689/1567, 7-8=-490/1173, 8-9=-443/942 BOT CHORD 2-18=-1003/2052, 17-18=-1003/2052, 17-32=-909/1980, 32-33_ 909/1980, 16- 33— 909/1980, 15.16=-829/1827, 15-34=-829/1827, 14-34=-829/1827, 14-35=-191/395, 35- 36=-191/395, 13-36=-191/395, 12-13=-1032/528, 11-12=-858/441, 9-11=-858/441 WEBS 4-17=-115/553, 5-16=0/434, 5-14=-14151728, 6-14=-34511042, 6-13=-2459/1241, 7- 13_ 1304/699, 7-12=-155/366, 8-12=-371/209 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=5.0psf; h=15ft; Cat. II; 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 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 100 lb uplift at joint(s) except Qt=lb) 2=571, 13= 1375, 9=306. 8) ' Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 213 Ito up at 7-0-0, 87 Ib down and 122 Ib 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 110 Ib up at 14-6-0, 87 Ib down and 122 Ib up at 15-11-4, 87 Ib down and 122 Ib up at 17-11-4, and 87 Ib down and 122 Ib up at 19-11-4, and 173 Ib down and 213 Ib up at 22-0-0 on top chord, and 307 lbdown and 137 lb up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0- 12, 65 lb down at 13-0-12, 65 lb down at 14-6-0, 65 Ib down at 15-11-4, 65 lb down at 17-11-4, and 65 lb down at 19-11-4, and 307 Ib down and 1371b up at 21-11-4 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). Continued on Dage 2 V WARNING . Verfly design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MD-7473 rev. IGV3/2015 BEFORE USE Design valid for use only with Mllelr® connectors. This design Is Ixaed only upon parameters shown. and Is lot an Individual building component, not a Inns system. Before use, the building doslgner must verity the alxxlcat-Ally of design parameters and lroperly lncotpotale this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing M iTek' Is always required for slatAllty and to prevent collapse with possftAe personal injury and property damage. For general guidance tegarddIng the fatxk:alk> n, storage, delivery, erection dlnd txacing of musses and truss systems. seeANSI/rPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Perks East Blvd. Safety Information ovallarNe from teas Plate Institute. 218 N. Lee Street, Sulle 312. Alexandria. VA 22314. Totrpa. FL 33610 Job Truss Truss Type Oty Ply T11454516 1113064 A1G Hip Gader 1 1 Job Reference (optional) Builders First 5ource, (3rovetand, FL. 34735 r.wu is Hpr i n zv i o mi i eR mausmas, mcwmcoAJtY xLUr ye ID:N9BeziUtzDj153XpKKwxzFz4rrf- GroMiuLiNx01X_9CxRta8thz2R2k LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 19-22=-20 Concentrated Loads (lb) Vert: 4=-126(F) 7=-126(F)15=41(F)17— 307(F)14=-41(F)12=-307(F) 25=-87(F) 26=-87(F) 27=-87(F) 28=-87(F) 29=-87(F) 30=-87(F) 31_ 87(F) 32=-41(F) 33=-41(F) 34=-41(F) 35= 41(F) 36=-41(F) Q WARNING - Vodfy doslgn paramofors and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M10-7473 rov. IGV3201 S BEFORE USE Design valld for use only with MlTek® connectors. This design Is based only upon parameters shown. and Is foi an Individual building component, not a Huss system. Before use. the building designer must verity the apolcablity, of design Parameters and rroperiy t ncorpoiate this design Into the overall building design. Biaci ng Indicated Is to rxevent buckling of Individual truss web and/or chord members only Additional femperafy and permanent bracing MiTek' Is always roquited foi slablllly and to rreveni collapse with possible personal trnftlry and propxrty darnago. For genial guldcrnce raga c ing the fabrication. storage. delivery, erection and bracing of Misses and muss systems. seeANSI/TPII Quality Criterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trig Plate Institute. 218 N Lee Sheet. Sulte 312. Atexanclda. VA 22314. Tamps, FL 33610 Job Truss Truss Type oty ply T114S/519 1113064 A2 Hip 1 1 Job Reference (optional) Builder's First Source, Groveland, FL. 34736 r.454u a Apr 1v zutb mueK industries, inc. mon dun zb i t:bvaz zvt r raga i I D:N9BeziU tzDIj53XpKKwxzFz4rrt-k9Mk5EMH8EZu91E_Zi779pic9xJBDav4gXKhP7z2R21 r1-0-0 4-9-14 9-0-0 14-6-0 20-0-0 24.2.2 29-0-0 30-0-0 0-0 4-9.14 4.2.2 5-6-0 5-6-0 4.2.2 4.9.14 1-0-0 GMF._7 3x6 = 4x6 = 3x8 = 4x6 = 13 11 w 4x12 = 30 = 2x4 II 1 5x8 STP= 4xl2 = 3x6 = Scale= 1-52.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 043 Vert(LL) -0.11 13-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.28 13-16 >858 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 HOrz(TL) 0.03 10 n/a rVa BCDL 10.0 Code FBC2014/fP12007 Matrix-M) Weight: 140 lb FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 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. (lb/size) 2=696/0-8-0, 10=1372/0.8.0, 8=186/0-8-0 Max Horz2=-98(LC 15) Max Uplift2=-327(LC 10), 10=-541(LC 6). 8=-136(LC 11) Max Grav2=711(LC 21), 10=1372(LC 1). 8=232(LC 22) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 143/570,3-4=-846/377, 4-5=-739/387, 5-6=-183/507, 6-7=-227/573, 7-8=-129/375 BOT CHORD 2-13=-539/1021, 12.13=-120/446, 11-12=-120/446, 10-11=-120/446, 8-10=-328/156 WEBS 3-13=-311/300, 5-13=-201/387, 5-1 0=- 1096/515, 6-10= 440/256, 7-10=-344/314 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 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 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 100 lb uplift at joint(s) except Qt=lb) 2=327, 10=541, 8=136. 7) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. v WARNING - Vortty doslyn parernotore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rev. 11116=15 BEFORE USE. 7Designvalid101useonlywithMilek® connectors. This design Is based only upon parameters shown. and is lot an Individual IxtOding component, nob a truss system. Before use. the txdlding designer must verify the appllcab6ltq of design parameters and Ixoperiy Incorporate this design Into the overall building doslgn. Bracing Indicated Is to lxevent bucktlrlg of Indlviduat truss web and/or chord members only. Addlllorlal temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the tabr$catlon. storage, delivery, erection and Ixaclng of Inrsses and truss systems, seeANSI/TPI I Cuadty Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job russ puss ype ryply T11454520 1113064 A3 Hip 1 1 Job Reference (optional) Builders Fiat Source, Groveland. FL 34736 r.640 s Apr iu 2016 Mi i ex mausmes, inc. Mon dun zo i i.59 i2 20 r r rape r I D:N9Bezi UtzDjj53XpKKwxz Fz41Tf-k9Mk5EMH8EZu91E_Zi7?9piW dxKxDj F4gXKhP7z2R21 r1-0-0 5-9-14 11-0-0 18.0-0 23-2-2 F 29-" 30-0- 1-0-0 5-9-14 5.2-2 7.0-0 5-2-2 5-9.14 1-0-0 Scale = 1:52.8 5x8 = 20 4x6 = 13 12 1u a 3x4 2x4 II 30 = 3x4 3x8 = 2x4 II 30 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.31 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.29 Horz(TL) 0.10 7 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 140 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 6-8-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1127/0-8.0, 7=1127/0-8-0 Max Horz 2=-118(LC 11) Max Upllft2=-468(LC 10), 7=-468(LC 11) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2159/822, 3-4=-1730/654, 4-20=-1558/653, 5-20=-1558/653, 5-6=-1730/655, 6-7=-2159/824 BOT CHORD 2-13=-776/1939, 12-13=-776/1939, 11-12— 503/1557, 10-11=-503/1557, 9-10=-661/1939, 7-9=-661 / 1939 WEBS 3-12=-440/303, 4.12=-67/385, 5-10=-57/385, 6-10=-439/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; 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 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.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ot=lb) 2=468, 7=468. 7)'Semi-rigid pilchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. 0 WARNING - Vanity design panarmfors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev. f aNY1015 BEFORE USE. Design valid for tlse only with WlekO connectois. This design Is based only upon parameters shown. and Is lot an Individual building component, not a tans system. Before use. the building designer must vedfy the c"AlcotAlty, of design porarneters and property Incorporate this design Into the overall building design. Racing Indicated Is to prevent buckling of Individual tons web and/of chord members only. Additional temporary and permanent tracing M iTek' Is always required for stability and to prevent collapse with possible personal Ir*xy and properly damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and Inns systems. seeANSI/TPI I Quality Criteria. DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute- 218 N. pee Street. Suite 312. Nexandda. VA 22314. Tampa, FL 33610 Job T russ Truss Type ty T11454521 1113064 A4 Hip 1 1 Job Reference (optional) Builders First Source. Groveland, FL. 34736 7 640 s Apr 19 2016 MTek Industries. Inc. Mon Jun 26 11:59.13 2017 Pepe 1 I D: N9BeziUtzDjj 53XpKKwxzFz4iff-CLw6laNwvYhlmvpB7 PeEi 1 FmvLf Oy6JEvB3FyZz2R2f r1-0-0 6-9-14 13-0.0 16.0-0 22.2-2 29-0-0 91Wl0-0 6-9.14 6.2.2 3.0-0 6.2-2 6-9-14 1-0-0 3x4 i 5x8 = 20 4x6 = 13 12 lu e 2x4 II 3x4 = 30 = 3x8 = 2x4 11 3x4 Scale = 1:52.8 7 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.13 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0.31 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 HOrz(TL) 0.10 7 n/a rVa BCDL 10.0 Code FBC2014fTP12007 Matrix-M) Weight: 144 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1127/0.8-0, 7=1127/0-8-0 Max Horz 2= 1 37(LC 10) Max Uplitt2=-465(LC 10), 7— 465(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2127r/89, 3-4=-1546/574, 4-20=-1371/582, 5.20=-1371/582, 5-6=-1547/574, 6-7=-2127n91 BOT CHORD 2-13=-755/1905, 12-13=-755/1905, 11-12— 407/1369, 10-11=-407/1369, 9-10=-620/1905, 7-9=-620/1905 WEBS 3-13=0/255, 3-12=-607/386, 4-12=-118/353, 5-10— 115/354, 6-10=-605/388, 6-9=0/254 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., 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 100 lb uplift at Joint(s) except Qt=lb) 2=465, 7=465. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Vanity design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M9-7473 rov. faV3)2015 BEFORE USE. Design valid for use only with MIleli® connectors. 11%design Is based only upon parameters shown. and Is for an Individual txrgding compononl, not a truss syslern. Below use. the building designer must verify the applicability of design pararnefers and lxopetly trlcogprale this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional fempoiary and permanent txocing WOW is ahvays iocl trod lot slablllly and to prevent collapse with possRAe personal "and property damage. For general gukJance regarding the labrlcatlon. slotage, delivery. erection and bracing of liuses and trots systems, seeANSI/TPI1 Cuallly Criteria, DSB-E9 and BCSI Building Component 6904 Perk& East Blvd Safety Information available from hiss Rate Institute, 218 N. Lee Street. Sulle 312. AlexandrW. VA 22314. Tampa. FL 33610 Job Truss ru55 yp0 ty ply T11451522 1113064 AS Common 20 1 Job Reference (optional) Builders First Source. Groveland. FL. 34736 r 64u a Apr rlt zurti miiek mausmes, inc. mon aun zo 11:Du:14 zu1 r rope r I D:NgBeziUtz D1j53XpKKwxzFz4FR-gXU U W wOYgspcO3ONg69TFEovSlwvhbEN7rpoUOz2R2h 1-0-0 7-6-14 14.6-0 21.5.2 29-0-0 a0-0-0 Iz50 7-6-14 6-11.2 6.11.2 7{r14 5.00 FIT 4x6 = Scale - 1 52.4 jvO 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 REACTIONS. (lb/size) 2=1127/0-8.0, 8=1127/0-8-0 Max Horz 2=-152(LC 11) Max Uplifl2=-462(LC 10), 8=-462(LC 11) 3x4 = 30 = 3x4 = 3x6 = CSI. DEFL. in (loc) I/defl Vd PLATES GRIP TC 0.57 Vert(LL)-0.2810-12 >999 240 MT20 244/190 BC 0.85 Vert(TL) -0.5610-12 >621 180 W B 0.32 Horz(TL) 0.09 8 n/a rVa Matrix-M) Weight: 126 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc puffins. BOT CHORD Rigid telling directly applied or 6-8-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-204lf/93, 3-4=-1802/694, 4.5=-1724f715, 5-6=-1724/715, 6-7=-1802/695, 7-8=-2041f794 BOT CHORD 2-12= 766/1822, 11-12=-353/1219, 11-19=-353/1219, 10-19=-353/1219, 8-10=-616/1822 WEBS 5-10=-284/630, 7-10=-394/399, 5-12=-283/630, 3-12=-394/399 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.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 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) 11. 4) Plate(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. 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 BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) except (jt=lb) 2=462, 8=462. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss WARNING - Verify dWgn pammofors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7477 rov. 10/03MIS BEFORE USE Design voild lot use only with Ml lek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Truss system. Before use, The IxAding designer must verify The applicability, of design parameters and rxoperty htcorporate this design Into The overall building design. Bracing Indicated Is to pevenl buckling of Individual truss web and/or chord members orgy. Addillonal temporary and permanent bracing M iTek' Is always reclu lted for stability and to plevenl cotlaPse wllh possible personal trtJuuy and rxoperty darnage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tntsses and Truss systems. seeANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Su lle 312. Adexandria. VA 22314. Tampa, FL 33610 Job Truss russ Type Oty y T11454523 1113064 A6 Hip 1 1 Job Reference(optional) Builders First Source. Groveland. FL 34736 7.640 s Apr 19 2016 Milrek Industries, Inc. Mon Jun 26 11.59:14 2017 Page 1 I D: N9BeziUtzDij53XpKKwxzFz4fTf •gXUU W wOYgspcO3ONg69TFEoxsl?khYAN7rpouvz2 R2h d1-0-0 6.8.4 12-8-12 16-3-4 22-3-12 29-" 30-0•Q 6.8-4 6-OA 3.6.8 6-" 6-8-4 110 Sx8 = 20 4x6 = Scale - 1:52.8 g 3x4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 20 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frPI2007 3x4 = 3x4 = 3x8 = 2x4 11 3x4 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.42 Vert(LL) 0.1312-13 >999 240 MT20 244/190 BC 0.54 Vert(TL) -0.31 12-13 >999 180 WB 0.52 Horz(TL) 0.10 7 n/a rVa Matrix-M) Weight: 144 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc puffins. BOT CHORD Rigid telling directly applied or 6-9-5 oc bracing. REACTIONS. (lb/size) 2=1127/0-8-0, 7=1127/0-8-0 Max Horz 2=-134(LC 11) Max Uplift2=-465(LC 10), 7=-465(LC 11) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2134n94, 3-4=-1569/584, 4-20=-1394/591, 5-20=-1394/591, 5-6=-1570/584, 6-7=-2134l796 BOT CHORD 2-13=-759/1912, 12-13=-759/1912, 11-12=-419/1393, 10-11=-419/1393, 9-10=-626/1912, 7-9=-626/1912 WEBS 3-12=-589/377, 4-12=-112/357, 5- 1 0=- 107/358, 6-10= 588/378 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=15fh 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 fora 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 100lb uplift at joint(s) except Ot=lb) 2=465, 7=465. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - VOAty design panmetan and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE CAGE M/1-7473 rev. I&VJM15 BEFORE USE. Design vaild for use only with Mllek® connectors. This design 5 based only upon parameters shown, and Is for an hdMdual building component not a hus system. Before use. Iho building designer must verity the applicability, of design parametors and Ixoperfy Incorporate thts doslgn Into The overall building design. Racing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlllonai temporary and permanent btacing M iTek' Is always required for stability and to prevent collapse with possible perSOrtai Injury and rxoperty darnage. For general guklalco iega ding the fatxicallon, storage, delivery, erocllon and btacing of trusses and Intl systems. seeANSI/TPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T11454524 1113064 A7 Hip 1 1 Job Reference (optional) Builder's First Source, Groveland, FL. 34736 1.640 3 Apr 1 Y z016 MI taK inausifDe, inc. Man Jun z6 11:7Y:10 201 r rage 1 I D: N9BeziUtzDj153XpKKwxzFz4 rrf-8k2t)GOAR9xTOCzZEgglnSKzr9K504 W XMvYLOSz2R2g 5-8-4 10-8-12 18.3.4 22-3.12 28-0-0 30-0-0 1.0 0 5-8-4 5-0-8 7-6.8 5:.8 5.8.4 1 0 0 Q1 0 3x4 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 5x8 = 20 4x6 = 13 12 1u e 2x4 !I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/fP12007 REACTIONS. (lb/size) 2=1127/0-8-0, 7=1127/0.8.0 Max Horz2=-115(LC 11) Max Upllft2=-468(LC 10), 7=-468(LC 11) 30 = 30 3x8 = 18.3-4 2x4 11 3x4 Scale - 1.52.8 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TC 0.98 Vert(LL) 0.1312-13 999 240 MT20 244/190 BC 0.59 Vert(fl-)-0.3410-12 999 180 WS 0.26 Horz(TL) 0.10 7 n/a n/a Matrix-M) Weight- 139 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceding directly applied or 6-8-5 oc bracing. WEBS 1 Row atmidpt 4-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2159/825, 3-4=-1757/666, 4-20=-1586/663, 5-20— 1586/663, 5-6=-1757/666, 6-7=-2159/827 BOT CHORD 2-13=-778/1940, 12-13=-778/1940, 11-12=-517/1586, 10-11=-517/1586, 9- 1 0=-665/1940, 7-9=-665/1940 WEBS 3-12=-409/290, 4-12=-58/389, 5-10=-49/390, 6-10— 409/292 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=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) 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 100 lb uplift at joint(s) except 0I=1b) 2=468, 7=468. 7)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. ra Q WARNING - Verify design pammoters end READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIF7473 rev. laV3,2015 BEFORE USE. Design valid for use only vAth Mllek® connectors 1Ns design Is based only upon parameters shown, arid Is for an trxllvldrwl IxlOding component, not a truss system. Before use, the building designer must verity Ile appllcabalty of design parameters and Ixoperly l ncorpoiate [his design Into the overall building design. Bracing Indicated Is to Ixevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing M iTek' Is always regaled for stability and to prevent collc pse with possible personal troy and property danrlage. For general guidance regarding the fabrlcallom storage, delivery, eroctlon and bracing of tnfaes and truss systems, soeANSI/TPI I Quality Criteria, OSB-09 and BCSI Building Component 6904 Perk@ East Blvd. Safety Information available from puss Plate institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tompa. FL 33610 Job Truss Truss Type Ory ply T71454525 1113064 A8 Roof Special 1 1 Job Reference (optional) Builder's First Source, Groveland. FL. 34736 1.1,41L) s Apr 1e zulo miiex industries, me Mon dun zo 11:ou-to 20i r rage i I D:N9BeziUtzD1j53XpKKwxzFz4lTf-cwcFxcPoCT3KdMYmoXBxKft9xzeO9T7gb91vYuz2R2f r1-0-0 56-14 10-6-0 12-3-4 20-3-4 24.3.12 29-0-0 30-0-Q 1-0-0 56-14 4-11-2 1-9-4 8-0-0 4.0-8 4.8-4 1-0.0 3x4 = 3x4 LOADING (pst) 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/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1126/0-8-0, 8=1128/0-8-0 Max Harz 2=-1 12(LC 15) Max Uplift2=-416(LC 10), 8=-507(LC 11) 4x6 = 5x6 = Sx8 = 12 u 5x8 = 30 = 3x4 = 3x6 = Scale - 1:53.8 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.95 Vert(LL) 0.1710-12 >999 240 MT20 244/190 BC 071 Vert(TL) -0.40 10-12 >873 180 WB 0.49 Horz(TL) 0.10 8 n/a n/a Matrix-M) Weight: 140 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2167/764, 3-4=-2069r782, 4-5=-2282/1003, 5-6=-2032/860, 6-7=-1919/844, 7-8=-2150/994 BOT CHORD 2-13=-681/1950, 12-13=-433/1567, 11-12=-610/1759, 10-11=-610/1759, 8-10=-827/1937 WEBS 3-13=-253/269, 4-13=-256/460, 4-12=-624/1283, 5-12=-1162/653, 6-12=-172/304, 6-10=-9/350 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 Fight exposed ; end vertical left and Fight exposed,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=416, 8=507. 7) "Semi-ngid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verity dasfgn paramettrle and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. IOrD MIS BEFORE USE. Design valld lot use only with Mllek® connectors. This design Is based only upon parameters shown, and Is for an tndlvkhual building component, not a truss system. Before use, the building designer roust verity the applicablilry, of design parareters and Iroperly Incorporate this design Into the overall building design. Bracing Indicated Is to (event buckling of lndivldual truss web and/or chord members only Addillonal temporary and permanent biocing M iTek' Is always reclulred for stability and to rxevenl collapse with possible persorlal Injury and properly darnage. For general guidance regarding the fatxkatkxL storage. delivery, erection and bracing of trusses and muss systems, seeANSI/FPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from truss Plate Institute. 218 N. Lee Street. Sulte 312. Alexandria, VA 22314 Tampa. FL 33610 Job I russ Truss Type city ply T11454526 1113064 A9 Roof Special 1 1 Job Reference (optional) Builders First Source. Grovefand. FL. 34736 7 640 s Apr 19 2016 M7ek Industrlas. Inc. Mon Jun 26 11 59:16 2017 Page 1 I D:N9BeziUtz DIj53XpKKwxzFz4lTf-cwcFxcPoCT3KdMYmoXBxKf tEXzf B9Q8gb91vYuz2R2f rt-0.0 5.6.14 10-6-0 14-3-4 22-3-4 29-0.0 30-0-0, 1-0-0 5.6.14 4-11-2 3-9-4 6-8-12 ' 1-0-0 4x6 II Scale - 1:53.8 ch jb 30 = 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 7.0 Lumber DOL 1.25 BC 0.67 BCLL 0.0 ' Rep Stress Incr YES W B 0.68 BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 'Except' 5.6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1126/0-8-0, 7=1128/0-8.0 Max Harz 2=112(LC 10) Max Uplllt2=-413(LC 10). 7_ 511(LC 11) lu 3x4 = 5x8 = 2x4 II DEFL. in (loc) Well Ud Vert(LL) 0.23 10 >999 240 Vert(TL) -0.50 9-10 >702 180 Horz(TL) 0.10 7 n/a n/a 3x6 = PLATES GRIP MT20 244/190 Weight: 132 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purfins. BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2156l765, 3-4=-1977/722, 4-5=-3009/1285, 5-6=-2665/1093, 6-7=-2119/877 BOT CHORD 2-12= 691/1940, 11-12= 416/1554, 10-11— 416/1554, 9-10=-691/1901, 7-9=-694/1894 WEBS 3-12= 2701283, 4-12=-177/410, 4.10— 820/1785, 5-10=-1463/774, 6-10=-280/813, 6-9=0/284 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 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 100 lb uplift at joint(s) except 611=1b) 2=413, 7=511. 7) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNWG -Verily dosign parunofors and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M/F7473 rev. f WO312015 BEFORE USE. Design valld for use only with MllekO connectors, Thls design Is based only upon parameters shown. and Is for an frxllvIdual building component, not a this sysfGan. Before use. the building designer musf verify the aWicabillty, of design palalnelers aril properly Incorpolafe this design Into the overall txAc6ng design. Bracing Indicated Is to rxevenl buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always rerytdled for stability and to rxevenl colloTxe with possible personal fr1Pay and property darnage. For general guidance regarding the fabrication storage, delivery. erection and fxacing of trusses and Inns systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from truss Plate Institute- 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tompa, FL 33610 Job Truss russ Type aty Ply T17454527 1113064 B1GE Common Supported Gable 1 1 Job Reference (optional) Builders First Source. Grovefand. FL. 34736 7.640 s Apr 19 2016 Mil sk Industries. Inc. Non Jun zb 11 b9:1 I zul i rage 1 ID:N9BeziUlzDjj53XpKKwxzFz4TFf-469dOyOOznBBFW 7yMFIAsIOXPy98u 1 Opppl S5Lz2R2e 0-0 10-" 21-0_0 22.0-01r 11:60 ~ 10-6-0 - 10-6-0 . 1-0-0 ' 13 Scale - 1:37 8 4x6 = 3x4 = 23 22 21 20 19 18 17 16 15 14 30 = 3x4 = 116 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 12 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 12 n/r 90 BCLL 0.0 ' Rep Stress Incr YES W B 0.04 HOrz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 99 lb FT = 09b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No 3 REACTIONS. All beanngs 21-0-0. lb) - Max Horz2=112(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 22, 17, 16, 15, 12 except 23=-106(LC 10), 14=-106(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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.Opsf; h=15f1; 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 1£ MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 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 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 17, 16, 15, 12 except Qt=lb) 23=106, 14=106. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MmEK REFERANCE PAGE M11.7473 rov. 10N3,2015 BEFORE USE. Design valid for use only with Milek® connectors. lhls design Is based only upon parameters shown. and Is lot an Individual building component, not a truss system. Before use. the building designer must verity the applicability, of design paiarneters and property Incorporate this design Into the overall building design. T4acing Indicated Is to Ixevent buckling of Individual truss web and/or chord members only. Additional temporary and I>ermanent txacinq MiTek' Is always required for stability and to prevent collapse with possible peisorwl Injury and property dainage. For general gukdcme regarding the fabrk:atkln, storage, deltvefy, erection and bracing of flumes and fnfss systems, seeANSI/TPI I Quality Cdterla, DsB-ag and BCSI Buliding Component 6904 Perk& East Blvd. Safety Information avallabte from Truss Plate Institute, 218 N. Lee Street, Sufte 312. Alexandria. VA 22314 Tempe. FL 33610 Job Truss russ ype Oty Ply T11454528 1113064 B2 Common 4 1 Job Reference (optional) Builder's First Source, Groveland, FL. 34736 7 640 s Apr 19 2016 MiteK tndustrim, Inc. Mon Jun 25 11:b9:ltl 201 r rage 1 I D. N9BezIUtzDj153XpKKwxzFz4rri-YJI?LI R2k4J2tgiSvyEPP4yf_MOpdScz2TnOdnz2R2d t-0-0 5-6-14 10-6-0 I 15-5-2 I 21-0-0 , 22-0-0 1-0-0 56-14 4-11-2 4-11-2 5-6-14 1-0-0 Scale - 1:38.0 4x6 = b 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7-2-10 13.9.6 r 21-" 7-2-10 66-13 7-2-10 Plate Offsets (X,Y)-- j2:D-1-14 Edgel (6:0-2-0 Edged LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.07 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(fL) -0.18 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-M) Weight: 92 lb FT = 0°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=831/0-8-0, 6=831/0-8-0 Max Horz2=112(LC 14) Max Uplift2=-345(LC 10), 6=-345(LC 11) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1444/560, 3-4=-1278/507, 4-5= 1278/508, 5-6=-1444/561 BOT CHORD 2-10=-536/1288, 9-10=-249/874, 8-9=-249/874, 6-8=-425/1288 WEBS 4-8=-200/442, 5-8=-276/282, 4-10=-199/442, 3-10=-276/281 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=5.0psf; h=151t; 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 gnp 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 100 lb uplift at joint(s) except Qt=lb) 2=345, 6=345. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verity design parameters and REA D NOTES ON THIS AND INCLUDED MD'EK REFERANCE PAGE MI7-7473 mv. 101,D32015 BEFORE USE. Design valid for use only with MlleM contactors. lids design Is based only upon parameters shown. and Is for an individual building component. not a truss system. Before use. the building designer must verify the appllcabllily, of design Ixsrameteis and Ixoperly Incogloiale this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent tracing MiTek' Is always required for stability and to ixevenl collapse with possible personal ulbdy and property darnage. For general guidance regarding the 6904 Parke East Blvd. fabrlcatbn, storage, delivery, erection and bracing of inmes and fnlss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Torrlpa, FL 33610SafetyInformationavailablefromtrussPlateInstitute, 218 N. Lee Street. Su lfe 312, Alexandria. VA 22314. o russ fuss ype ry ply T11454529 17 73064 33 Common 3 1 Job Reference (optional) Builder's First Source, Grweland, FL. 34736 1-" ' 5-6-14 3x4 = 4-11-2 7 640 s Apr 19 2016 MUM Industries, Inc. Mon Jun 26 11:59 W 2017 Page 1 ID:NgBeziUtzDj153XpKKwxzFz4FFf-1 VHNZdRgVORvUgHLTgleylVgjmjOMvr6H7WZ9Dz2R2c 4x6 = 4-11-2 3x4 = 3x4 = 3x4 = S-6.14 Scale - 1:36.6 3x4 = Ig Plate Offsets () .Y)-- 12:0-2-0,Edgel, 16:0-1-14,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.07 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 91 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=776/0-8-0, 2=832/0-8-0 Max Horz 2=122(LC 10) Max Uplift6=-307(LC 11), 2= 346(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1445/561, 3.4=-1280/508, 4-5=-1282/511, 5-6=-1448/564 BOT CHORD 2-9=-546/1289, 8-9=-259/875, 7-8=-259/875, 6-7=-447/1292 WEBS 4-7=-202/445, 5-7=-278/283, 4-9=-199/441, 3-9=-276/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCp1=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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni 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 100lb uplift at joint(s) except 01=1b) 6=307, 2=346. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. WARNING- Verify design Panmoten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rov. 1QN32015 BEFORE USE Design valid la use only with Milek® connectors. TNs design Is Lased only ulm Ixxarneters shown. and Is for an hdvkival building component, not a truss system. Before use. the lxdlding designer must verity the aWicablilly, of design paiarnelers and properly Incapoiale this design Into the overall Waring design. Hachg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addillonal fempaay and permanent lxacing M iTek' Is always roqurlrocl (or slablllly and to prevent collapse with possUe personal trnhay and rxopedy darnage. For general guidance regarding the falxlcallm storage, delivery, erection and bracing of frimses and tnrss systems, soeANSI/TPI I Quality Cdleda, DSB-E9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truce Plale Institute, 218 N. Lee Street. Salto 312. Alezarxlda, VA 22314. Tampa. FL 33610 Job Truss puss ype ry ply T11454530 1113064 CJ1 Jack -Open 6 1 Job Reference (optional) Builders First Source, Groveland, FL. 34736 7 640 s Apr 19 2016 MTek Industries, Inc. Mon Jun 26 11.59:19 2017 Pape 1 ID:NgBezlUtzDIj53XpKKwxzFz4lTf-1 VHNZdRgVORvUgHLTgleylVttmg6MxU6H7WZgDz2R2c 1-0-0 1-0-0 1-" 1-0.0 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014frP12007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=113/0-8-0, 4=4/Mechanical Max Horz2=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 Scale - 1:6.6 DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(fL) -0.00 5 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 5 lb FT = 0°b BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interlor(l) 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 100lb uplift at joint(s) 3, 2. 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Verily design paramofors and REA D NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MIF7473 mv. IM3,2015 BEFORE USE Design valld for use only vAlh Mllek® connectors. this design Is based only upon parameters shown. and Is for an Ir1d11vkh1dA building component, not a truss system. Before use. the Wid ing designer must verify the applicability of design parameters and property Incotroiafe this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlllonal temporary and permanent braclrng M iTek' Is always required for slablllly and to prevent collapse with possible personal Injury and properly damage. For general guidance regacllrng the fabtcatim storage. delivery. eieclion and bracing of trusses and tntss systems, seeANSI/TPI I Quality Cdterla, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Iruss Plate Insllfute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tompa, FL 33610 Job I russ Truss Type 0ty ty T11451531 1113064 CJ3 Jack -Open 6 1 Job Reference (optional) Builders First Source, Groveland. FL 34736 7.640 s Apr 19 2016 Mir ek industries. Inc. noon Jun Z6 11 bw,l w zui / rage 1 ID:N9BeziUtzDjj53XpKKwxzFz4lTf-1 VHNZdRgVORvUgHLTgleylVttmgRMxU6H7WZ9Dz2R2c 1-0-0 3-0-0 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 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 FBC2014ITP12007 Matrix-M) LUMBER - TOP CHORD 2x4 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 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. DEFL. in (loc) I/defl Ud Vert(LL) -0.00 7 >999 240 Vert(TL) -0.01 4-7 >999 180 Horz(TL) 0.00 2 n/a n/a Scale - 1: 10 9 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsf; h=15fh Cat. ll; 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 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 WARNING - voNly design peremoter, and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11.7473 rev. 1 aV.WOIS BEFORE USE Design valld for use only with MITekG connectors. This design Is based only upon parameters shown. and Is for an Individual building component. not a truss system. Before use. the building designer must verity the appllcat-Alty of design parameters and rxoperly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent lxacirvj M iTek' Is always required for stablllly and to prevent collapse with possible personal trlhay and property durnage. For general guidance reputdirg tho fabxk:atlon, storage. delivery. erection and bracing of musses and [Rim systerns. seeANSI/TPI I Qualify Criteria, DSB-89 and SCSI Building Component 6904 Pattie East Blvd Safety Information available from Truss Rate Institute. 218 N. Lee Street. Suite 312, Alexarxlda. VA 22314. Tarnpa. FL 33610 Job Truss Truss Type oty ply T 11454532 1113064 CJ5 Jack -Open 5 1 Job Reference (optional) Builders First Source, Groveland, FL. 34736 7.640 s Apr 19 2016 M1ek Industries, Inc. Mon Jun 26 11:59:20 2017 Pape 1 I D:N98eziUtzDjj53XpKKwxzFz41Tf-VhrmmzSJ FiZl6_rX 1 NG IUV200A6s5OkG W nG6hfz2R2b 1-0-0 5-0-0 1 0 5-0-0 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2014lrP12007 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 Harz 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 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(fL) -0.04 4-7 >999 180 Horz(TL) 0.00 2 n/a Iva Weight: 17 lb FT = 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=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Intedor(l) 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 100lb uplift at joint(s) 3 except Ot=lb) 2=125. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 WARNING - Vortry detign parametersand READ NOTES ON THIS AND WCLUDED MrTEK REFERANCE PAGE 01,19.7473 rov. 10103,2015 BEFORE USE. Design valid fa rise only with Mllek® connectors. This design is Lased only upon parameters shown, and is for an Individual building component. not a truss system. Before use. the Ixdlding designer must verity the appllcab6lty, of design pararnoters and properly Incorporato this design Into the overall brAdklg doslgn. Bracing Indicated is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bating M iTek' preventofIs always required for stability and to prevent collapse wllh possible personal br*iry and rxoporty darnago. For general guidance regarding the 6904 Parke East Blvd. fabxkattomstorage. delivery, erection and bracing of Irtmes and truss systems seeANSI/TPI I Quality Criteria, DSB-89 and BCS1 Building Component Tompa, FL 33610 SafetyinformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria -VA 22314. Job Truss Truss Type oty ply T11454533 II Q064 EX Jack -Open 9 1 Job Reference (optional) Builders First Source, Groveland, FL. 34736 7 640 s Apr 19 2016 MiTak Industries, Inc Mon Jun 26 11 59 20 2017 rage 1 ID:N9BeziUtzDIj53XpKKwxzFz4rrf-VhrmmzSJFiZl6 rX1NGIUV2ydA5z5OkGWnG6hfz2R2b 1-0-0 7-" 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014fFP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=141/Mechanical, 2=366/0-8-0, 4=61/Mechanical Max Harz 2=170(LC 10) Max Uplift3=-123(LC 10), 2=-164(LC 10) Max Grav3=141(LC 1), 2=366(LC 1), 4=105(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown Scale - 1:20.6 DEFL. In (loc) I/dell Ud PLATES GRIP Vert(LL) -0.06 4-7 >999 240 MT20 244/190 Vert(TL) -0.16 4-7 >537 180 HOrz(TL) 0.01 2 n/a We Weight: 23 lb FT = 0% 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=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intenor(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 100 lb uplift at joint(s) except (jt=lb) 3=123, 2=164. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 WARNING - Verfry design paramo(ers and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII.7473 rev. f aN3/2015 BEFORE USE Design will for use only with Mitek® connectors. Ihls design Is based only upon parameters shown. and Is tot an Indlvkiuwl building component, not a (russ system. Before use. the twtldling designer must verify the applicability of design parameters and properly Incorpotale this design Into the overall building design Biachlg Indicated Is to prevent bn:ktlrlg of Individual buss web aril/or chord members only. Add9llonal temporary and permanent tracing MiTek' Is always rectuAred tor stablllly and to prevent cdklpse with possI to personal U*ffy and properly damage. For general guidance regarding the 6904 Parke East Blvd. fabk;atbrn storage, dellvery, erection and tracing of trusses and truss systems, seeAN51/TPI I Quality Criteria, DSB-E9 and BCSI Building Component Tanya. FL 33610SafetyInformationavaliat-Ae from truss Rate Institute. 218 N. Lee Street. Su lle 312, Alexandria VA 22314. Job Truss Type oty Ply T11454534 1113064 HJ5 Diagonal Hip Gitdar 1 1 Job Reference (optional) tdutiders First Source. Urovelana, FL. Yr /315 r.oiv a npr r r ev ro mn ex in—i—e, me — dun — r rays I D:N9BeziUtzDjj53XpKKwxz Fz41Tt-zuP8_JTxO?hck7Qjb4r161 jaDdaSUggTPkR?gE6z2R2a 1.5-0 3-9-9 _ 7-0.2 1-5-0 3-9-9 3-2-8 Scale: 3/4'-V 2x4 = 3-9-9 3-1-13 0- 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.03 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- BRACING - TOP CHORD 2x4 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=73/Mechanical, 2=351/0-10-15, 5=176/Mechanical Max Horz 2=141(LC 4) Max Uplift4=-66(LC 4), 2= 208(LC 4), 5=-68(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-11=-449/152, 3-11— 428/158 BOT CHORD 2-13=-224/411, 7-13=-224/411, 7-14=-224/411, 6-14=-224/411 WEBS 3-6=-446/243 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=1511; Cat. II; 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 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.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Ot=lb) 2=208. 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, 8 lb down and 1 lb up at 1.4-15, and 9 lb down and 0lb up at 4-2-15, and 9 lb down and 0 lb 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 (6). 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=3(F=1, B=1) 14=-12(F=-6, B=-6) WARNING - Vanity design psrametars and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M10-7473 rev. 1N932015 BEFORE USE Design valid for use only with Mitek® connectors. this design Is based only upon parameters shown. and Is for an individual building compxnenl. not a truce system. Before use. the building designer must verity the cu)OIcablilry, of design parameters and properly Incorporate this design Into the overall Ixddlrng design. Iltacrig Indicated is to provent buaktung of Individual Inns web and/or chord members only. Add illonal lemporary and permanent blacing MiTek' Is always required for stablllty arnd to prevent collapse with poss"o personal "and rxoperty damage. For general guidance regarding the labrlcatIm storage, delivery, erection and Lxaclrng of Ines and tors systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn truce Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ary Ply T11454535 1113064 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Builder's First Source, Gioveland. FL 34736 7 640 a Apr 19 2016 Mi7ek Industries. Inc Hon Jun 26 11:52,22 2017 Page 1 I D:N9BeziUtzDll53XpKKwxzFz4rri-R4z W BfUZnJpTM H 7v8oILZw7K8zmKZEfZz5lDmYz2R2Z 1.5-0 5-2-9 9.10.1 1.5.0 5.2.9 4.7.8 Scale - 1:21.8 2x4 = L%9 II 5 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 7.0 Lumber DOL 1.25 BC 0.43 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=115/Mechanical, 2=481/0-10-15, 5=295/Mechanical Max Horz2=180(LC 4) Max Uplift4=-94(LC 4), 2-267(LC 4), 5=-116(LC 8) DEFL. In (loc) Well Ud PLATES GRIP Vert(LL) -0.03 6-7 >999 240 MT20 244/190 Ven(TL) -0.09 6-7 >999 180 Horz(TL) 0.01 5 n/a rVa Weight: 41 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (Ib) 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=-399/721, 7-17-399l721, 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=4.2psf; BCDL=5.Opsf; 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 five 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 100 lb uplift at joint(s) 4 except Qt=lb) 2=267 5=116. 6) "Semi -rigid pltchbreaks 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 54 lb up at 4.2-15, 27 lb down and 54 lb up at 4-2-15, and 44 lb down and 103 lb up at 7-0-14, and 44 lb down and 103lb up at 7-0-14 on top chord, and 8 lb down and 1 lb up at 1-4-15, 8 lb down and 1 lb up at 1-4-15, 9 lb down and 0 lb 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 face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Van: 1-4-54, 5-8=-20 Concentrated Loads (Ib) Vert: 13=-48(F=-24, B=-24) 15=3(F=1, B=1) 16=-12(F=-6, B=-6) 17=-34(F_ 17, B=-17) WARNING - Vtrtly design penmoton and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M67473 nv. laV3,2015 BEFORE USE. Design valid for use only with Mllek® connectors. this design Is based oNy upon paiamefers shown. and Is for an IrWlvIdual building component, not a truss system. Before use. the brdldlrrg designer must verity the applicability of design p aiameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional lemporary and permanent tracing M iTek' Is always regiNed lot slat -Ally and to prevent collapso wllh possible personal Injury and property darnage. Fix general guWance regarding the fatrlcatlon storage. delivery. erection and bracing of trusses and tniss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from truss Plate Institute. 218 N. Lee Street. Sulte 312, Alexandria. VA 22314. Tompa. FL 33610 Job I russ Truss Type Oty ply T11454536 1113064 M1 Monopitch 1 1 Job Reference (optional) Builder's First Source, Grovetand, FL. 34736 7.640 a Apr 19 2015 Mot ek industries, Inc Mon Jun 2611.59:22 2017 rage 1 1 D: N9BeziUtzD)t 53XpKKwxzFz4rrf-R4zW Bf UZnJpTM H?vBol LZw7J2zo7Zl EZz51DmYz2R2Z 1-0-0 6.8-0 1-0-0 6.8-0 q a 2x4 II 3 3x4 = 1.5x8 STP = 2x4 II Scale - 1,19.4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) 0.12 4-7 643 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014(rP12007 Matrix-M) Weight: 26 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=190/0-8-0, 2=347/0-8-0 Max Horz2=171(LC 9) Max Uplift4=-102(LC 10), 2=-171(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc puriins, 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=4.2psf, BCDL=5.Opsf; h=15ft Cat. II; Exp C; Encl., GCpl=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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) 4=102, 2=171. 5)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M67473 rov. 1403,2015 BEFORE USE. Design valid lot use only with MITek® con ectors. This design Is based only upon parameters shown, and Is for an Individual Wilding component. not a ftt system. Before use, the twllding designer must verify the applicability of design paarnolers and properly Incorporate this design Into the overall building design. @acing Ixdk;afed Is to prevent Wckting of Individual truss web aril/or chord members only. Additional lemporary and permanent txaclrlg WOW Is always teclulred for stablllly and to prevent collapse with possli le ppetsoral Injury and property damage. For general guidance regarding the 6904 Parke East Blvdfatxk:allon, storage. delivery, erection and bracing of litrsses and truss systems, seeANSI/TPI I Quality Criteria. DSB-89 and SCSI Building Component Tamps, FL 33610SafetyInformationovallatxefromInnsPlateinstitute. 218 N. Leo Street, Sulle 312. Alexandria. VA 22314. Job Truss Truss Type Oty ply T11454537 1113064 M1 G Hell Hip Girder 1 1 Job Reference (optional) Builders First Source. Groveland, FL. 34736 7.640 s Apr 19 2016 MTek Industries. Inc. Mon Jun 26 11 59 23 2017 Page 1 I D:N9BeziUtzDIj53XpKKwxzFz4lTf-vGXuP?UB YdxKzRa6iVpa68gX5NALlkfiClUnl_z2R2Y t -0-0 5-0-0 6-8-0 1 •o.0 5-0-0 1-8-0 Scale = 1 18.6 3 5x8 = 10 2x4 II 4 3x4 = 3x4 = 5 1 5x8 STP = Plate Offsets (X,Y)-- f3:0-5-12 0-2-81 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Veri(LL) 0.02 6-9 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.03 6-9 999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.12 Horz(TL) 0.00 5 n/a rda BCDL 10.0 Code FBC2014/TP12007 Matnx-M) Weight: 31 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 2=370/0-8-0, 5=386/0-8-0 Max Horz2=135(LC 7) Max Uplift2=-191(LC 8), 5=-197(LC 5) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/125 BOT CHORD 5-6=-141/258 WEBS 3-6=-58/307, 3-5=-444/220 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rlgfd 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. II; Exp C; Encl., GCpi=O 18; MW FRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=191, 5=197. 6) "Semi -rigid pltchbreaks 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) 46 lb down and 93 lb up at 5-0-0 on top chord, and 173 lb down and 97 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3_ 54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 6=-173(B) 3=-46(B) V WARNING - Verfty design psnmoters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev. 1 aUVMIS BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown. and is for an 6xtivldual building component, not a truss system. Before use. the buliding designer must verity the appllcablilty or design paramefers and Ixoperly Incorporate this design Into 91e overall building design Bracing Indicated Is to prevent buckling of [ndtvldual truss web and/or chord members only. Addlllonal temporary and permanent lxaclng MiTek' Is always required (of slabllify and to prevent collapse with possible peisonal Injury and rxoperly damage. For general guidance regarding the fabrk:atlon, storage, delivery, erection and tracing of Misses and tnra systems, seeANSt/TPI I Quality Ctlferla, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available Irorn Truss Rate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ply T11454538 1113064 V4 Valley 1 1 Job Reference (optional) Builders First Souice. Groveland. FL 34736 7 640 s Apr 19 2016 MTek Industries, Inc. Mon Jun 26 11:59,23 2017 Page 1 I D:N98ezIUtzDp53XpKKwxzFz4lTf-vGXuP?U BYdxKzRa61Vpa68gZON Bxl[TICl Unl_z2R2Y 3-7-4 3-7.4 2x4 !:; 2X4 II Scale - 1:10.4 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=100/3-6-10, 3=100/3-6-10 Max Horz 1=66(LC 7) Max Upliltl=-42(LC 10), 3=-55(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals. Rigid telling 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. 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 & 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 100 lb uplift at joint(s) 1, 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev. 1&03,2015 BEFORE USE. Design valkl for use oNy wllh MtiekO connoctors. This design Is based only upon parameters shown. and Is for an Individual building component. not a Truss system. Before use. the txAlding designer must verily, the applicability of design parameters and properly Incorporate this design Into the ovetall txAldirlg design. Bracing Indicated Is to pevent buckling of indNkAxb truss web and/or chord members only. Additional temporary and permanent txaclng MiTek' Is always rectulred for slab911y and to prevent collapse with possible personal 44M and properly darnage. For general gu lckme regarding the fabrlcatlon. storage, delivery. eiocllon and txacIng of trusses and Inns systems, seeANSI/iP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avallat-4o from true Plate Institute. 218 N. Lee Street, Su lle 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type oty Ply T11454539 1113064 V6 Valley 1 t Job Reference (optional) Builders First Source, Gioveland, FL. 34736 2x4 i 5-7-4 7 640 a Apr 1V 2016 MII ex Inctusines, Inc Mon Jun 10 11 6V C3 ZVI f I -age 1 ID:N9BeziUtzDfj53XpKKwxzFz4lTf-vGXuP?UBYdxKzRa6iVpa68gVUN8zlITiCIUnI z2R2Y LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(fl-) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=174/5-6.10, 3=174/5-6-10 Max Harz 1=115(LC 7) Max Upliftl=-73(LC 10), 3=-96(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2x4 II 2x4 II Scale . 1:15.3 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% Structural wood sheathing directly applied or 5-7-4 oc pudins, 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=4.2psh BCDL=S.Opsf; h=15fh 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 & 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 100 lb uplift at joint(s) 1, 3. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design paramoters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE FACE MD-7473 rev. IdD3/2015 BEFORE USE Design valid got use only with Mtlek® conrlecfors. This design is Lased only upon parameters shown. and is got an Individual building component, nor a Truss system. Before use. The twilling designer must verity The applicability of design parameters and properly tncorporato this design Into The overall building design. @actrlg Indicated Is to p iovent twckting of Indlvklual Truss web anal/or chord members only. Additional fempaary and permanent bracing MiTek' Is always rectudred tot stabllity and to prevent collapse with possible personal Infuay and property damage. For general guklalce regarding The fabrication storage. delivery. erection and tracing of trusses and truss systems soeANSI/TPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-71d' For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in -the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS 0 Of O U a- O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek° MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear fightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fobrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structural considerotion and is the responsibility of truss fabricator. General practice Is to comber for dead bad deflection. 11. Plate type. size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 4/28/2017 Florida Building Code Online 4:.kIC,r.'.ti i. ,".; `Ck' -?,,i : `.<' r. - .: y ,w ;; J.. '- •Jr ,,,. • t Ww;`, ; _ t'.;%.fl'7,`kJ li J>t17'J• T. c •17-.,.t•:.: •'.. '1'',- r+ •I,(%J//''`:'• ir ,(/-i',•.' '' !! B{ r A •° J 'S• ','i?••iy` 1 ;,. . tia :5,' -0. 3 • _ __ _,•(. c+,5!', . • ;' . _ :,esf j.y c.r:,}^ :.•.,.. t • " '" - i :.:...::_i ' `' ••lL '&.`' .'./ ' , r r• . : ; tom' 'a+` t. -'•$a;-.4,+,, „j'. .i:i_' - L S'-.•.. - 4`y_.__.`..r_.-- ww. a` "7'•' BCIS Home I Log In User Registration • Hot Topics Submit Surcharge' s F Slats h Facts Publications FBC Staff BCIS Site Map Links Search i=ltxi(i RECORD COPS' vlt o/ iN Product Approval 6 tiC t jJ USER: Public User DRD Product Aooroval Menu > Product or Search > Anollca tio, > Application Detail FL k FL158-R8 Application Type Revislon Code Version 2014 # 1 7— 2 3 7 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 0 CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623- cparrino@castcrete.com Craig Parrino PO Box 24567' Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI 318 2011 ACI530 2011 Product Approval Method Method 1 Option A a Date Submitted 04 29 2016 https:/A~.floridabuilding.org(pr/pr ppp_dtl.aspx?param=wGEVXQwtDquegla/o2bT71%2fF192gnRzHNulcgi5pqLXkU6ga/aid N 112 4/28/2017 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 05/06/2016 05/06/2016 Summary'ofProducts - • -•` •, '•,'-? FL # Model, Number or Name^ Description •. T- 158.1, High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F_L158 R8 C CAC NOA 14-0903.03.odf Approved for use outside HVHZ: Yes FL158 R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R8 I1 NOA 14-0903.03.Ddf FL158 R8 N NOA 16-0126.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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 net send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(I), 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick he er . Product Approval Accepts: u.4A M Credit• Safe SCCu fIty \t ETHICS" B htlps:l/www.(loridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwIDquegl%2bT71%g2fF192gnRzHNulc45pgLXkU6g%3d 212 MIAM I•DADE 511AMI-DADE COUNTY e PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONO&LIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADA-IrMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inviv.min midadacov/econonry Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Ili Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requiremetits of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" Higli Strength Precast antl Prestt•essed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-itio, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 tluough 3 of 3, prepared by Craig Parrino, P.E., dated Match 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed- by the expiration date may be displayed in advertising literature.. lf'any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the'manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0321.07 and consists of this page 1, evidence submitted pages )-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makae, P.E., M.S. pWhc NOA No. 14-0903.03 MIAMI DADE COUNTY - L`t I- e Q f •: Expiration Date: 09/11/2018 Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated 1larch 24, 2003 a d Draiving iVo. L774612, titled Cast -Crete 4 ", 6" & 12 " Lintel Sn% Load Tables ", sheets I through 3 ql'3, prepared by Craig Parrino, P.E., dated Xforch 24, 2003, last revision #I dated April 28, 2003 both dra vings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fle eural testing on 4", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Alodels, total of (13) concrete lintel specimens, per AS'TME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signer/ and sealed by Christopher A. Haman, P. E. C. CALCULATIONS 1. Calculations.for Cast -Crete Lintels, dated 05129103, 207 pages, prepared ky Craig Parrino, P.E., signed and sealed b1Y Craig Parrino, P.E. 2, Calc lations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, A..E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Alanual for Cost -Crete Alachine Alade Precast Lintels revised on Alav 1, 2002. 2. Cast -Crete Quality Systen Alanual,jor Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. D'mving Aro. FD4612, titled "Precast and Prestressed Lintel Details", sheet I oJ' I, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 and D mving Xo. L714612, 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, lost revision dated Mcn-ch 11, 2008. B. TESTS 1. ]None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By .Hian i-Dade Count), Building Code Compliance Office. E. MATERIAL CER'CIFICATIONS 1. ]None. HkWiy A. Malcar, P.E., M.S. Product Control Unit Snpervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 0 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet l of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets l through 3 of'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated Harch 11, 2003, all signed and sealed by Craig Parrino, P.F,., on r11ar•ch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE By j1'limni-Dade County Department of Pernriiiing. F.nvir onmerrt, mid Regulator), Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D, QUALITY ASSURANCE 1. By ATianri-Dade County Department of Regulator), and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. d •'Lri kililffuY A. Makar, 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. Draining No. FD4612, titled "Precast arrd Prestressed Lintel Details'; sheet] of 1, prepared by Craig Parriao, A E., dated rllarch 24, 2003 and Drawing Aro. LT4612, titled "Cast -Crete 4", 6" d 12" Lintel Snfe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parriao, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Cl'aig Parriao, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parriao, P.E., signed and sealed by Craig Parriao, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade Count)) Deparirnent of Regulato), and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fr•orn Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parriao, P.E., cerlifying compliance with the Florida Building Code, 2014 Edition. Hel . takar, P.E., M.S. Product Control Unl1 Supervisor NOA No. 14-0903.03 Expiratlon Date: 09/11/20(8 Approval Date: l0/0912014 E-3 Anti RE7e HIGH STRENGTH PRECAST AND nPE "e" PRESTRESSED CONCRETE LINTELS TYPE -A• SIMnRCI 8• TOP STEEL LENGTH Isaw vt irtavtt12 rs:vtAva ava vL 4" SOLID LINTEL DATA TABLE f® Fia[9rFllrf.n n EyZ tL'1iI01E rj il7r:+n r li 6" PRECAST U-LINTEL DATA TABLE MOM 01 E E1e 1E1 17fl0 mm Sun 137 l0 vci:PJE1C vat>• W" Fb N NUZ rLLUM"J oMMM Dm MEa vn 0 il1J rmv mS7m r129 n o Fsmr[r F; n s>r z rr•.nFr.>.r-Jra>arc rLnryrawffwrs>tr r o R•'d7RTI7®T+'nrRlar9rL.l!'rr 7r1•9t1 r rr Enrtat erssavrrar3_^.i_nta,, OUR r lamr aurr>z rrrx o L1®[ELTJ rila7 Ff.r111 rF$mI2r.9 O a rrfa®r{rr>rer.Lteammraolo r>:cor Eri ra.,+,..n mFr2ui:mtarrrlo 12" PRECAST U-LINTEL DATA TABLE M ON tt•.ks 29 m Iota rFJS^J aclt! Dm r3cyr ran o ate r.•+. rFs:+ c Lr vss, ua ra Eta Cdi•'iE*:IIll::[F1IL:][i lltlD®¢ JO mr siarra:r.to vmnmtawao ir®arurMr,"fFi iD®nnumrocrLi:,oe rco ffrzm gnmwmnMQ mM.V 2m rET, r n . mmF ru l may FSC•1 O' E a a rats :.i a rlr mo+acl o mo+Futa rruLz;.rrnt:y a.u:.romaomo mmre rrczo rmai:art rrrmFlZ.LMFa=Lrmrr srr roetity 12" PRECAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE mEmM OF G- Iqf RmMM" LXFCWim11 m r.Dnon Fa I.ol= A"M- n m MEWED ITO)"M f SAYE A CAMW It RURM iD o. WTt ntD n %= nrt row V rrtn COMM "••-ntlt vu la 1..t rao .utt. r/at of am: As,e /1. r+. r N BOWf a "97 m tumm, . YD n Do, u ut -tow M Wt w Ym Yif • "M R 1 Y w = D1 mnnr..r.YM ARE Qq t. ftYM 1. a rna mMDm, M1 . Yw r LLL f U+LII .1 is a14 rW E." m w M xam'"e 0 can m D-m - .D. cr MC47 mane e. " nae w rw . rm, ,rr u mrwn • ti r m nw BMB ua r+u,unoa +won Ym a motto. ntn ,Eta BE CUT .rQ WE cx ID BE ru. WEB t® t mnurt non utr Yo. w . W 1. rra u w wu .:wm rw. n a 0' '. vnis,.¢tiupltunuicrNr,ae[,ano tao 0. Oo Zl ; Oc, c P ' CRAIGPARRINO i 5'^` f`SEFFNER FL 7NAI-S+`FL P E LIC. 0 aa584 756mu: PRECAST AND PRESTRESSED LINTEL DETAILS rKt, uim u wu-,r r» re: aur 3nuur sr.0 's ima mL. 3/zvm m=c n: trwo fo,— rt o3Anrc lour: s'un, + or r GENERAL NOTES 1) Wleddc 1'. 4' P-9 kw - 3000 pd fd 6' t 12" /•rveal fa!d - 0000 J00D pu .dY••min 6 irrL e eoof. tmvcL rnaf•ery ronL (Cwl) ppaa p0 cih-m`dmon nd rm ranpnair. aln IYuI W Nbr pr ASTU A915 6rod. W- rMar p.r ASIU C270 tm U ar s 2) Al ut. Yu ktdb hued .n nkfi u 4 L.lr Aoron.dl h..M1N. E pyn Sal. I.W, for W r &,!% •r I' ddl h. re IF ty I 0 -4h 9rd a I/2 Yrlr. 3) hrl4. ld =rter Led •eel he•d W b. 4) R. me" in pree0.efh Wbda th W—A redue6m tar wwt 40 uma•W reMr. 11,d.c 17'-4• Wd 12F21-29 of lad = 1428" 14% rd.6 . 4 14L 1.ei) •-1226 pl 5) A6 Mbb mW r —,d 350 de0edbn rrcntw "M A, i2ML/18041Ir-4'A lup, U.. Is k1l" L. mtQli.0 m.e..tt++yy 6. Fladdo 8e9L4 CW. serJbn 1604.11 n •DPrw 6) S.m. raw Fnteh u requk d. 7) 4• .aW ietdf t. Y. b.tded ./ t• dmafbn Wk*ntd and 8• dm.W..uhaL 8) lakl w twdm.Y d Red wt erarh o0. IA. rcM hand atd/r rre U w 4.o. 9) m da* f mmiram .&Wkg t nd d- did-ftq (m.mN fer. . f upprt 10) HJL - HA Re44 11) 8dtrf f• d atdd "br to be boated a1 the hWLm d W 9nw *at. TYPE USIGNA11ON rr - rum .mr tAdr / e - uum I I c'm a ¢uor• 12F16- 2B/2T romL fm.J J L... or l3 omsa rma MM Al 17Kam rm tr MW f') r far umf 00) vrUMTr rmtaorurum. mn mmc 11 5 . ACTUAL romn.mo l»I 12' NODUUL MOTH 12) P A 12- Ube. m n 1.ch.d :dh 5-1/2• be ..k•c..1 Ur er.de W ar O&W artkd cd r.ku kq -d V-d4 13) Th. Weru a.*.. d frd 1. intdld i. d d. cmuet• .spun .ah hm mGM M fL-. Kjd k ocwb_ dh 1STU C-M r rdhn .hrnrd motiy 14) Ilyddl keeled "MA.tr . .2h .u0m1 faiorOr r u.tN m1 NAmnld (Ietemp Ionad,.M Y. Ih l d M td ^9 .Th t6. tem,dng .1.4 Appw nnlm W + Appew bAruudl tam S ID Sd. frtkd kd sat. mew Teal 15) Fr dmtp=b FRd h4hh ed d—m rw ak l d Ir•m .W k.r h:SM aftom 16) Fr Wd MOW rd fIrw Im uk kdd I— wd 6yW knplh dr 17) sd. kern .n $.Pduv..d .e.edr Bala le) Sik toff hnnd err mlbW ealpn 4vob rr AO 530 m4 AC 314 19) Adds• nel herd l d aWsde m h..M*W y 0u Vr 6y p ",; edd11•.d ud r. rtedu eh refmry -% (RCUU) .eve. Air 9atd Su ddM hdw. F'm- 1500psi SEE SAFE LATERAL LOAD TABLET FOR LOAD RAIL14G AD01T101AL REIIIFORCED CMU ( RCHU) FULL COURSE 1) /5 REBAR FOR 6- LLYIELS 1/2- CIA TYP 2) +5 REBAR FOR 12' LPITELS GR40 or GRSD SAFE LOADS FOR 4" SOLID LINTELS CwTl -taff" GRAVITY TYPE LENGTH 4S8 Y-6' ( 421 PRECAST 1180 4'-0- ( 451 PRECAST 959 4'-0' ( 54-) PRECAST 789 5'-10-( 70') PRECAST 460 6'-6- ( 781 PRECAST 360 7'-6- ( 901 PRECAST 260 9'-4- ( 112l PRECAST 156 10'-6-( 1261 PRECAST 116 12UB CwaT- Carn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6' ( 421 PRECAST 687 371 4'-0' ( 48 PRECAST 597 320 V-6- ( 541 PRECAST 529 258 5'-10'( 107 PRECAST 407 148 6'-6' ( 781 PRECAST 366 118 7'-6' ( 901 PRECAST 280 87 9'-4' ( 1if) PRECAST 187 55 10'-6-(126-) PRECAST 152 43 12FB 121"12 121`16 6U6 6FE 6F12 6F16 nti.'c ti;' J• ? r' is •' ;•-.. .4 , _.: g^ : =:`; 5`;:>::;,;: is - ; `••_ ice ,•i: ••.:• 4S8 9 • 12F28 12F24 12F2D UW Oj y1iL uitA 0.: Ru4h T ST F bc' ,p /y ,,: CRAIGPARHINO 8 1ni+wG o 03 ! C` O R 10 ' • 'tli : W24 CR 679 6F32 6F28 6F24 GF20 'SI hJAL aG SEFFNERR' FL 03m tt )b;dr`• dnLo%. ir MEUSER OF . 44756 CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES W _ .'...• r i RNL• OVUM -It 61GY'6 Ft AW amuo I WA: BUS 40// DAM JAV07 CF WO 6r a= rAwA rr. - QG no. 44756 1 ORATING: YO, LI4112 SKII I OF 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4 -1,14 -m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 98-18 61`12-IB 6F16-18 EM-18 6F24-15 6F28-18 6F32-18 S-6- (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0- (481 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6- (541 PRECAST 1887 36M 5050 6148 7227 8297 9357 5'-10*(701 PRECAST 1260 2198 3557 5734 7227 8297,lf 8225 6'-6' (781 PRECAST 1078 1831 2850 4328 6737 8297 9357 r-6- (901 PRECAST 883 1459 2188 3151 4524 6654 93579'-4- 112' PRECAST 79 660 1056 1523 2084 2795 3731 501710'-6-(126' PRECAST 566 895 1270 1706 2236 2898 3747I1'-4-(1361 PRECAST 513 805 1133 1507 1952 2492 316312'-O-(144 PRECAST 477 744 1042 1377 1769 2238 2808 IS- 4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(1681 PRECAST 351 392 605 935 1087 1373 1703 2087 17'-4'(208' PRECAST NR 299 455 620 714 985 1111 1417 0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS Ono A- ooccesT"iINTOIQ C,,144N„ SAFE LOAD PLF LENGTH TMPE 6U8 GF8 RCMU Y-6' (42' PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 4-45 4'-6- (54' PRECAST 416 609 344 5'-10-(701 PRECAST 300 350 198 6'-6- (78') PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6-(1261 PRECAST 151 276 58 11•-4-(1367 PRECAST 139 311 49 12'-0' (144' PRECAST 131 277 44 13'-4-(1601 PRECAST 117 223 35 14--0-(I6n PRECAST 111 202 32 17'-4'(2081 PRESTRESSED N.R. 1 130 21 SEE GEA'ERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS C__*W" SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 61`8-11 6F12-II 6F16-IT 6F2D-17 6F24-IT 08-1T 6F32-IT S-6• (421 PRECAST 1412 2074 2715 3355 3997 4638 5279 48') PRECAST 1225 1BOO 2357 2913 3470 4027 4583 V-6- (547 PRECAST 1083 1592 2054 2577 3069 3562 4055 5'-TO'(70 PRECAST 831 1222 16W 1979 2357 1 2736 3114 V-6' (781 PRECAST 723 1097 1431 1777 2117 2457 2797 r-6- (901 PRECAST 648 8630° 1249 1544 m 184D w 213519 2431 9'-4- (1121 PRECAST 575 57104 980 OF 1252 1492 1732 1972 10'-6'(126-) PRECAST 514 1 462to 787 1121 13369 1551 1766 11'-4-(136' PRECAST 474 404 685 985 1213 1442 1645 12'-0'(1441 PRECAST 454 3671"I 619 885 1D93 1299 1506 13'-4-(150' PRECAST 402 308 516 736 906 1076 1247 14'-0-(168-) PRECAST 368 2851 475 677 832 989 1145 17'-4•(2D8j PRECAST 253 208 338 476 SBS 693 803 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 nIaI PA""', 0% 44 PROUl)CrktIviy, ewlaro : '^'T nudffa A•'XF W a K° ; o CP+Afaoion Ux•' to,7 r 7 R l p . ••CCRAIG PARRINO Ely 7 / I o/ p G• 6324CR579 MiEln fy` SEE GENERAL NOTES - SHEET 1 OF 3 '•.NA 01,0% SEFFNERR 335M Fl. P.E.UC.N0.44756 tl wafer — CAST—CRETE 4 6" & 12" LINTEL SAFE LOAD TABLES C RA V 3 ru Kim onUW14 At wu: *U" IT: 11 KU Due any°i eRECEm 1rc: cEUO r4tmm, r.L - RM NO, uls4 (It41RY6:14). Lutl! 9aET 2 OF 1 ADS SAFE GRAVITY LOADS FOR 12" PRECAST U•LINTELS FnR7r oRp ACT njlkrrMl c SAFE UPLIFT LOADS FOR 12" PRECAST U•LINTELS 4-M-4-M SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12US 12FB-B IVIZ-20 12F16-28 12F20-26 12124-28 12I25-28 12F32-28 S-6' (421 PRECAST 3428 5000 583B 7619 9352 11060 12755 14438 4'-0' (48") PRECAST 2923 4232 583E 7619 9352 11060 12755 4'-6" (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 L144386'-6' (781 PRECAST 1383 1996 2679 4196 6421 10032 12755 7'-6- (901 PRECAST 1138 1628 2131 3218 4675 6756 9763 9'-4- (1121 PRECAST 795 1216 1535 2230 1 3OB3 1 4167 5593 755 10'-6'(1261 PRECAST 614 1043 1295 1853 1 2516 3323 4334 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2693 3719 4746 12'-0*(1441 PRECAST 456 878 1073 1513 2020 2617 3333 4206 C. 13'-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(1681 PRECAST 321 720 865 1204 1584 2017 2451 3106 cu 17'-4'(2081 PRECAST N.R. 451E 631 8814 1141 1428 17504 210 19'-4'(232' PRECAST NJL 343 4 477 4 700 4 925 11524 380 1609 1) DE MISM5 W FAREMDEAS ARE PERLVIT RED= S FOR OtAOE 40 MD AWED Ma SEE GERM NOTE M 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4CifarCw 7r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RW 12RF6-2812RFtD 12RF14- 12WIS Wn-A ItW26- IZWM-21 4'-4" (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6- (541 PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-B' (68' PRECAST 1347 1841 35M 6395 9640 11669 13679 15679,4 V-10'(70' PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 6'-V (8n PRECAST 924 1430 2633 4415 69M 10-MAJ 12574,, 1480q 7'-6' (901 PRECAST 703 1203 2157 3494 5259 79224 9623 1132q 9'-8- (11q PRECAST 369 843 1451 2157 3203 44271 5417 N. 63801 C_T_*_" SAFE LOAD PLF LENGTH TYPE 12U8 12F8 RCMU S-6- (421 PRECAST 1295 4841 393 4'-0' (467 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 241704 5'-10'(701 PRECAST 681 2547 155 6'-6- (781 PRECAST 579 2167 1234y4 7'-6' (907 PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 1326 58 10'-6'(1261 PRECAST 306 1143 454M 11'-4'(INJ PRECAST 278 1041 36 12'-0'(1441 PRECAST 260 971 34 13'-4-(1601 PRECAST 229 857 278 14'-0'(1681 PRECAST 216 809 251 17'-4'(2081 PRESTRESSED N.R. 6 16 19'-4-(2321 PRESTRESSED N.R. 534 1300 JCL nu.L to SAFE LATERAL LOADS FOR U- PRECAST _t r RFCFSS nnnR 11.11NTFI 1] SAFE LOAD PLF LENGTH TYPE12RU6 12RF6 RCMU 4'-4- (52') PRECAST 1295 3692 258 4'-6'. (54J PRECAST 1213 3458 241704 5'-8" (6n PRECAST 784 2236 165 5'-10-(701 PRECAST 747 2129 1552,4 6'-8' (501 PRECAST 602 1716 117 7'-6' (907 PRECAST 504 1438 914 9'-8' (116') PRECAST 355 1011 15 9" 4_ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYFE 12FB-21 12FIZ-ZT 12F15-21 12F20-2T 12F24-11 IMA-2F 12F32-27 S-6- (421 PRECAST 2752 4287 SW 6938 8264 9589 10915 4'-0' (48) PRECAST 23M 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7355 8384 5'-1V(701 PRECAST 1623 2527m. 331D 4092 4875 5658 6441 6'-6' (78') PRECAST 1444 2269onj 2972 3675 4378 5081 5784 7'-6- (901 PRECAST 1267 1767 25 3194 3806 4417, P4079, 9'-4' (1121 PRECAST 1028 117100 2006 259D 3087 3583 10'-6'(126) PRECAST 920 947 1612 04 2281 2764 3209 11'-4-(1361 PRECAST 858 04 829 on 1404 1982 2441 2902 12'-O'(1441 PRECAST 814 753 a 1269D 1788 2201 2616 13'-4-(160') PRECAST 678 633 1057 14854 1826 2169 2513 14'-0-(168-) PRECAST 622 W. 5B6 974 PQ 1365 1679 1993 2309 1Y-4'(2081 PRECAST 434 427 695 P 964 CK 1152 1402 1623 19'-4' (2321 PRECAST 356 370 593 811 l' 1187— 13720 ll) DE tNNIERS W PMENKM ARE RRCEW EDTCROS FOR CRAOE 40 FIELD ADDED REM SEE MEEK ROLE RD. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U.LINTELS Cwa1f CiwR SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 127F6-21 12AF10-21 UAF14-2 W18- ItEFt2-2 12RM-2 12RT304 4'-4- (521 PRECAST 1626 1685 3745 4806 5867 6928 7989 4'-6- (541 PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8' (681 PRECAST 1210 2042 2B50 3658 4466 5273 6081 5'-10-(70-) PRECAST 1173 1954 2769 3553 4338 5123 5908 6'-8- (80) PRECAST 1020 1538 2426 3114 3802 4489 5177 7'-6- (901 PRECAST 9D4 1226 2163 2776 3390 4003 4617 19;-8' (116') PRECAST 7030 771 1472 2181 2663 3145 3628 p THE RNAM W PAREMIHES6 ARE PIRCE E REOl1L7M fAt DEL UNLM Wit 10 :r NLUSERS WRDPA4DES6 ARE PfiCfM REVXMS f03 GRADE 40 FIELD ADDED ItEBA SEE CENUK NOTE 4 : ,CJ • • • ND. . E M s+ ID fiEID ADDED REEA0. SEE UA2RI1 NOl[ 90. 1 447WEFILI,.:ir-- R.ODUCT' UNISED n P13'+nd "'Ut IN PIudd, Wldins C"ea fl T P. CRAIG ec3CR5nRSEFFN6A. 7 /• 78 Ir9wifTds vetCAC\``, 9358/ III t;;;I``" SEE GENERAL NOTES — SHEET 1 OF 3 FL. P.E,i1D.117l758 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES f11E MAIL• /454f "I"Rou uxw SmL. Jul 24/ 01EAEt WIN. GPALT44SNEER3OT ! MIAMI-DARE MIAMI-DADE COUNTY QUUMM PRODUCT CONTROL SECTION DEPARTMENT OF RECULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADhIINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miam[dade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 Inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel. Fabrication Details", sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and seated 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'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 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 documentation was reviewed by H ]my A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMI DADE COUNTY /, Z Expiration Date: 05/21/2017 Approval Date: 04/28/2016 0 Q/2 $ Zo/ 6 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 0610 719 7, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0713 019 7, signed and sealed by Christopher A. Hannon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, AE., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, *45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated I1/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96for #3 rebar by Amerlsteel. S. Mill Certified Inspection Report 984-M19614 dated 02/29196 for #5 rebar by Birmingham Steel Corp. 6. Mill Cert f ed Inspection Report #58-A66332 dated 01128/96 for 94 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certif ed Inspection Report #84-M19805 dated 03/06/96 for 44 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report 984-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. I / 1_le ny A. Makar, P.P., M.S. Produc ontrol Scction Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 401-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of], prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LTB, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 95 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculationsfor 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. iy 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 #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details",. sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. 01 H694 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, 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, 20.14, 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 fi-om 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 Conttol 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 SUBMHTTED 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: 05/21/2017 Approval Date: 04/28/2016 E-5 me •r sovf vL mu law 4111111%T-CRET4 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT RL'NRWED U., a CCOT071a9 I'M UM: Florida r . Ba1dIDl Cad: ., Ems.. Alrrplaar Na/b -ol Zb. 03 .• nsunso unm q • ia auu Uan D.It 71 017 BY m ,•,na"n Nc'r srrn Ilr..a , n•4 R cbntw1 jrr „ . r6 PRESTREssr, "MET, or uanr PRr CASs N/ 2• xreesl OOOA U-Lapel e• M ECAsy —LmTfE C RtSTllr.er xTFl 7/32"0 BAR-_ STIRRUPS • "'e, nr w ,•sR.. TYPE W STIRRUPS Y '/"• •" rW' '••• TYPE "A" STIRRUP u AM.aln f..°A 7/32'f BAR TIRRUPS 6 1 - 8 LINTELS 6 ASTIRRUPDETAILS STIRRUP DETAILS e" ppc7 W/ 2' RECESS DOOR .U-LIMll LP$EWOC THLCL E' PRESTRSSiu U-l1M[L 8" PRESTRESSED U—LINTEL DATA TABLE 8" PRECAST U—LINTEL DATA TAK GENERAL NOTES; SRC CTUC S 1 E SPAEJNO RmE'JOrrr 14 -1 0.134 A42 3 14 - 4 O 3'- 9 13-4 0.140 SA OAR 1-3 S IS-2 4 0 3- • 1 17 -1 0.130 639 7 32 WAR 3 7 SZ B 17 -2 4 O 3 -O• E 19 0.17/ 713 1-S 1t-2 404-2 9 21'-4• U.134 737 7 32 5 30 7/32 OAR 21'-e S O 31-9 3/4' 10 2r-0• 0.200 5I1 7 32 A 1` 3 7/32 fAR 21'-10' O O S'-10 3/t 10 24'-D' 0.210 W 32 WM 1 - 7/37 9AR 23'-10. 1 O 4'-3 1/1' 30 180 rl yLL2a g«Ess DQOR U—LINTEL DATA TABLE I :l5lirlTS;;•111tti t72 L'lS l:l ili LiT•IREY7iTiUMB201 A•li E 1ff7AO Smi imi l l[lLL'.:,[1>r:;t V fL'GIE i©QO EiGLi C3ipppp MXM iLSZdI'A P!'1I1 O©4t 10 Due x os T UMGTK 0 032 lit 3 ROME 3'-S' 7 Si EAR 3'-Y' A 0.037 11 7 32 fAR 3-tr R A 4 0 1 161 3 a -3 7 32 4 -20.049 OAR S -3 7 32 W 0 A t 0owoj4 4 REOAfR t-3 7 sl 9AR t-Y A 0 Ot9 270 4 1tE0M 7'1' 7 31 W 20Dt33t4REPAIR9-Y 3 REIAR 1 370{ ILLWAN 0'-fi- 7 RERAI• S T6JAR 11 -]• S REW II•0•3-0 O 0.110 R[MR 11 -11 3 RnAR• 0.122 at0 3 m 13 -0 3 MEA114SR[MR 3 -11 3 RCRAR 13 -1 SILL.: E U ASI N I w. /1 /a r.. +• TEW .n. , M ..W-. - _.._._._ 1. ARD 1 ROARAf01 u1`1 7/la INCH is COOMICD 1C 7mY EACHANDISRC01U I- CLF GOC fM GAYlCEDIAYEIRiMLRLOW-REIA,ATpN KESiI[ •+ Em 01 TIIE ""' LOW R ILITUM - . SaTARO ASIY 44,1 - M. 0/ • 4, 111101 IIQ R. CONCEEIC t1RD19M5: I,.. td[0 PSI TOR 9• REI 0 CAGE Y000. iXC.Ii i SI,iNP7 M EACH KIX PRUIRES7lR IYI1 W; f. • 40N PSI 102 ALL TIO7Y EACH DID. PIEGiI t INCH IMIW. R. ES MUMS 0r MLTIRgmuxc TIKU M S. D OII4L PRESIRLS3 FOK - 0Jt , rM. CU.TD. Or MO DE MAT It RLSED LIT U[IIOfPR613CtSEDUMR {IlOOOW CAGE 4. SIRORNNW tT 110 PRIt1ItSSm 10 RCSISI UTTMS Alm t"Dwo MRCES tl S 4 A,r NS 1`110011c7 RcvtsltD T/ Acapfwallo/4.-0 OS.OZ 7 -AWE qO ,)J 2 gJ: 1910 ATION P10YIOID I" Poo AIMDYAL n o • Ca 0• NG CS. CRAIG PARRINO D7 0324CR579 D 'Bald tRu PRorR— PROImCO 9Y ConsICWT LAWS AND CANNOT WE RDRoOUQa oR D6itItM[D S; •. F;: 4rE SEFFNER,FL 3584 FL. P.E. UC. NO. 44756NIIWOUTTIC r" YTmITEN C(MCRT Or CAST-CRCIC IDSA. IN<: NALE• j4,.` 4 r\rn[dy' a9IIma: w 4)2az1UL1:1D1'dCla— fI['i:14r • • crA'i .I,0'1n1.1.II &70_vs'l:r.x rt[. 1. :f>t T:1 i UNVIVIUMS .031440.1j11.I;r F r r 1-[ a:a3:7a aayLyul: SAFE GRAVITY LOADS FOR 8" PRECAST w! 2' RECESS DOOR U-LINTELS BATE LATERAL LOADS FOR 8" PRECAST 1Ad2" RECESS DOOR U•LMTEL$ SAFE UPLIFT LOADS FOR S" PRECAST w/ 2" RECESS DOOR U-LINTELS Gas +dre SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 afTS-00 aAF10-06 W14-0 eWla-06 MM MS-00 WSD-Ie W4r19 MIO-1e aRf14-ID 6lr15-111 M-12 W211-1e VVJD-10 1'-4- (52' PRECAST 1635 INS 3355 32M 4349 5421 6493 7557 1691 3699 5209 6539 am 9479 10e93 4'-6' (54' PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1755 3613 5206 6539 WW 9479 IM93 5'-8' (681 PRECAST 865 920 1770 1716 2277 2839 3402 3966 1157 2481 4567 a3e9 e050 7917p, 9311 5'-10'(70) PRECAST 810 659 1653 1500 2124 2649 3174 370D 1113 2342 4241 W9 6060 7402 6706 6'-8- (801 PRECAST 797 901 1825 3110 W48 7747 9448 7360 SDI 1625 3120 5D45 79iS 2479 10 7'-6- (901 PRECAST 669 755 1490 2459 3776 5743 nS 3623 755 1490 2459 3776 5743 69ea 1089 9'4- (116' PRECAST 411 466 999 1503 2253 3129 4091 3145 5I6 999 1558 2253 3129 4150 5691 j) THE NUMBERS M PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 GENERAL NOTES q u.tabh fa a' pm it 9dd . 4000 W fe 7f. b.ae. idol • 6o00 Jd re r9d - 3ooD pl uaaY,u. 1/9 b.ce e44fyaU e.no.l. sswry rd1 a N !!rr AA CIS - rodne a1 ree mapnlln N 1900 pl rbn W A5D2 Mlsd. w ASIMrd• rwASNC97tfD77" Ll c15Y na 6r r.Ys.lien 2) N .eY W 12110 bud to mkli 4 imt m kl baed* to - dy MI pdh * .ad t t9 M 6 1/2 iaha qM 3) R.fib W -vur bd d hoes )dalt 4) TM •-W ti wfMh b it laa W wwnl fd.ft:m 1« ve. 40 rm seal m1r. r— h- r-C Udd Y3Y 2-19a.yy-fiy W - 6472 on 15% r. b6oa 4 1472 (X) 5WI p0 S) N 6o1ri m-d « e¢e+l t%lio adla%L F31i 1- NdUm k l7/. 9Fa F7 -r .d bap f b sold l/ 1a0 ldledha Uu n 43d Y wwwws ea 4G6pqq W firwe Ilk"m nn Cdt Smsm 160441 a .pplim6l. 8) SMr4 rS41 9*11 at feitr..d 7) 0w 17 fdwf troy b4 UU Abl IV do 15 Rb— YdeLW./4uorLma, l d rdd tent espy eh 0 rcbl.dud w1/r sU.dud 4omr4aIL 7b. a- iia.f rq rd..b e.nerir.bA Wh frrn V. 01. kad UW, b7 cdatalhq 0e erdr f.W* fe4aiml W der ald-wq 0.m Lt. be. d . y2rL 10) NA . 1d &W It) ham RM .&W f4. 1. be f-wtd d U. W.Wn d W Odd 44__ SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4- (521 PRECAST 758 757 1164 V-6' (541 PRECAST 694 693 1073 5'-8" (631 PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 6'-B- (80' PRECAST 595 788 464 T-6' (901 PRECAST 509 674 363 9'-8' (1161 PRECAST 370 490 1 214 SEE GENERAL NOTE 18 12) LMdf r.. . r!«d .gin 6-1/9' Yy roW., d ds e & 1. .mcwW.Y fil d Calf rchy rd rwe.Q 13) u. -daft rdaw d 6id. Ivbfe4 bolds w t. uu dh- en.4aq .1 stem WA in ou.dre D Ab1w Crllf&ra bppad w C14. 14) U.bh W 1 dalYuod7 dN vu0cl (f3 « .pDB wJ I,WuLi ((Yt...Q M. de•Ai bdeddfrthewbnel dlb lb 1.9.-I.r .4aoraa A SM w" IF I¢gd Mrfa.dd WS IA Ida .vtkd Yd Se:4 Neawld bd 15) far M pWY GU beVb ad Nun. — .d. bd lam =1 I.W bd9M 4h..M1 16) ra Wd IuNm eat dmA, ulf We Id Ifr. r•d Iorq-d 1ry1b ftM 17) 9W belt .n a9ulmp d da." Ma 15) W. rae, red m nru d •Wp a lIi. pr AO 510 W Aa 3M 19) ma-W bltal bd c-p.dty em b .bt-; d r4i3bur U ".IdZ W F= U) .r. dd m• I500pai SEE SAFE LAIM LDAD TABLES FOR LOAD RA11N0 FOR EACH AODDIONAL REWORCED CMU ( RCM14 FULL COURSE 1/2' CLR TFP 2) 15 REBAR OR40 or GR60 4-4- aro SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH WO -IT e11F6- 27 W10- IT nO- II I 6622-I1 M722-27 ORM-i ORF25- 21 EFSO- 11 W30- M1'-4". ( 527 PRECAST W5 1t6e 1 3751 4445 5140 965 fi® s6 3731 4445 514D 4'-6- (54' PRECAST a57 1604 T172723313128Z7' 32 3607 4275 4943 eel16D4 39 3607 4275 4943 T-8- (68' PRECAST 12 26 , 2854 3312 3911 575 673 1289 26 2854336239115'-10"(707 PRECAST S I 20771m 1741 2259 27731, 32a6 A 2719 UA 655 12D 174S 2259 2773 32W 2799 6 -8` (W) PRECAST 570 929 1530 198D , 2429 2879 3329 570 ImD 1530 IND 2429 2e79 3329 7 -6" (90") PRECAST 506 742 . 1354 1765 216 . 2537 2968 5% 818 1364 1765 2168 2597 2168 9'4- (1181 PRECAST 395 468A 1554 1222 1540 laS9 2180 395 560 1072 1316 1701 2016 2331 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION BUE 8F12 ME I-- r - OLLCD .o r101R may f 0 R M LED AT F 1D = OF Lf EL MR K16-1 B/IIT N0f1M111DOMJ ` Qwwf Of is a0fmC1L 11UL10 a`3LL A7 70 15 FdVX A) TW 19LODIXTRPNE%' m B W C" iN the FltnideE N/ 0 w (I) nQb I - Ile CLEIA te Cam afoul IS 6E611 Al follow 7- 0 a' Amm nDa9m LN UNIfL I• ItdaAAL Ymltl emu) R013UCTlwyLsm) 0c 9117a Wa. OmMdjin 14criwo l AeapW,iN. 14 _ D l• dfon lhdc 62. 40. CRWPARRMO Q.` 6324 CR 579 16 By SEFFNER FL 33584 FLPE. LIC. Nr) AA74R 1._.. vwl n [a mmin: 2rir. 1(.r, r rm jJjjjjjjj ra rdas;t 73[•tm7Y`zr[.T1. .- I\ .17.1:`17T>t. 1'"LTa' b7A 1,014 f? yJre y01y:J:1: 1i'11.11417 I.WiYriCv M I A M 1• DADS I%HANii-DA DE COUNTY PRODUCT CONTROL SECTION DEPARTD•IENT OF REGULATORY AND ECONOLWC RESOURCES (RER) I t805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inymmiamid nde.eov/cconomy Cast - Crete USA, Inc. P. O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section ( In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepare([ by Craig Pan•ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parriuo, 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 bearing the Miami - Dade County Product Control Revision stanip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with auy section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed- by the expiration date may be displayed in advertising literature.. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the•manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA ig 13-0321.07 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. Makar, P.E., M.S. 1 n NOA No. 14-0903.03 MIAMI• oAOECOUNTY T v 4t1. Expiration Date: 09/11/2018 Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Liufel Details", street I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drenving AV LT4612, filled Cast-Crefe 4", 6" & l2" Linfel Safe Load Tables'; sheets I through 3 ql'3, prepared bl, Craig Parrino, P.E., dated rllarch 24, 2003, last revision #1 dated April 28, 2003 both drmvings signed and sealed by Craig Parrino, P. E. B, TESTS 1. Test report on,flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled k1odels, total of (13) concrete lintel specimens, per ASTild E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, darted 04110103, signed and sealed by Christopher A. Hanron, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed bli Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality, System Manual for Cost -Crete ,llaichine Made Precast Lintels revised on i11al) 1, 2002. 2. Cast -Crete Quallh, System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS J. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet / of 1, prepared by Craig Parrino, P.E., dated rllarch 24, 2003 and Drmving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared b.), Craig Parrino, P.E., dated March 24, 2003, last revision dated rllarch 11, 2008, B. TESTS 1. Note. C. CALCULATIONS 1. Arorrc. D. QUALITY ASSURANCE 1. B), Mianrf-Dade Count), Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Alone. f H 4tfq, A. Malcar, P.E., AI.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expirnllon 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 9 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing r\ro. LT4612, titled "Cast -Crete 4 ", 6" 8 12 " Lintel Sclfe Load Tables'; sheets l through 3 o1'3, Prepared by Craig Parrino, P.E., dated ltilm•eh 24, 2003, last revision dated Alarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on A4arch 22, 2012. B. TEST'S 1. None. C. CALCULATIONS 1. Nare. D. QUALITY ASSURANCE 1. By X iami-Dade Cot my Deparlrnent of Perrnitling, F.uvironnrent, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-orn Cast -Crete Corporation, dated Februcity 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance wilh the Florida Building Coda, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By ATiand-Dade Cormly Deparlme»! of Regrrialor y and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. r Uialiny A. Makar, 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. Drauving No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete a ", 6" & 12" Lintel Sofe 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 Parrino, P.E., on August 19, 201 d. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed bl, Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Adiand-Dade County Depar7nrent of Regulato.), and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Nome. C. OTHER 1. Letter from Cast -Crete USA, h7c., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Het . lWakar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - 3 tt wHIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE UNTELS a" SOLID UNTEL DATA TABLE 11CL'71:1{ wom MmIlKot7.f,N 111MEamm 13cmjE?)f?f u7n f sTarvrui u!.f ff- MUMM m[ 6" PRECAST U—LINTEL DATA TABLE fin' :10Yf'7J ir 1f'lGi aH 1 mflFar2Lcr cs F7ti7.1ECEIMULIaffDlimcmdo®iu r20rm rTrrvmMsA r1aTar nf;TTar=ararvFYJnMF2 TWrWTfrT-lrzm af1f.L]raR9r71T*il7r$flSirr rasimns—.aru lraana.r^.:!ra!f, IrtavrxSnt:7Ear:l IS1Er•$Rv If In:tra7PZ.7 fHt'9fa'F1trFT1r?LJITQs7fi7.liLL1M MEMO, ff rty0 M->fc7arlf tnlrT>a rl7SS.^:rRSQaC 7f[f' f cm f 7r2Jt i:JIFta1if'.'rF'i[a9ft7 fIIC7r]ILT1f[II1rk>•:S.'JILI¢Jfrll.Il k' QSS 001ft7 fFZM2mAlglr11 Ef2ningli.gimminna-A WAkUMWLMWlJ 12" PRECAST U—LINTEL_-DATA TABLE f 0 I DLL D2fL^7 E7657Cr1r fa fC m lrartai=lom v fbafnnfu rlalffsu F artaT flFarave:a::.Fua?a nfu f]tmif3l lfia[lGlavefl^.F ma slno S:stn r n I f ve.Tf»laCYaffat fTelaeFTrf f::tartf.uam rraFs_oe'i r1 ro fFIIflERTTI©rtf Tr n elF ifF>t31.':21L'7FL'iftl aLrlmmf dnmKUMUMmrrarzammtarcurtmorUMIrit E]cOoc5mm fT raFmf:tarFaa mc;,f r FT mo ma: areu_^amtaQa:i:.tmorrr o 12' PRECAST W/ 2' RECESS DOOR U—LINTEL DATA TABLE TYPE 'B' TYPE 'A' STIR; A' BOITOFI STEEL LENGTH 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL yF•nW.L.— an/ l nornnAn o.taLrtox TI rmmo roe IeovjcT u..orw tr re IOI IMD " cor'rnOxr un . CA ..r . .OKIR. oe owal mo 1. ILIQOK! =W Iryt WI AM all .L A .LID II KY. L 51.2 . Itwon.. mI .. t.tN tomt.. t.r - Rw r LITY "I. L No W MUL MIU W mtOM Up Att CC 19 t raceme .vOST16i r.. m m to au . m IID It ew T.Ki E4V DO W Mt WWWAB atA To C.Wt1 - W a IK41T LWM% f.. Ir. ti rat . M t AS IIW V.. 4 Ixb iK .[INYO...r nnCLnr x.t6 IIFa L .. TTM Ot6 OWL K = Utx .xt Otlt To K "AK WME= I 371 Trx Ea d\ ox . Ix. eI eat YMW Ann =VOKI Trx I=L Qv :.... CEN'• OL M0.4 i• S T F../ :Q;' , 0 - c IpIp /, tv CRAIG PARRWO 0R10G6MCR579 70NAL EC;`•` SEFFNK FL 33584 r •...t ,..•/ FL. P. E. LIC. NO. 4475 Paonucr Nrvrsru m targalYl^"0L rh.+ Fla: idl ptptmtWntmw_ ?B AIJAIMAME mm PRECAST AND PRESTRESSED LINTEL DETAILS fir.. FM NAffi oeitN- 11 o Arr er. ;7w AnM ML• LS _r exfi 3/I4/63 tFIfL([D rt: amr Pam Fl ORAMG rourl 5110L• t a t GENERAL NOTES q Mdedd>: ro 4' prtnld r. W . 3000 pd ra r t Ir rrrawet fall - W00 p fo grad . 3000 meimun J/Le Archp7RyaY eavab notavy udb (C1Al) ter As1Y CID 01nurhrun n t ereo < r.prwne aren U 1900 ri reWr pu ASTU q15 Crdt W merla per ASTU C270 4" U a 5 2) Al eat Yea WNW .feed M ft" r 4 and MmkW bteM} tacbiba S.F.btdt fr told Mt QM, 12ua rd ILM d b. rust d by20i D b=in length b IM um 8 1/2 :ahn. 3) Prwtlt fd orta bed and beM )*AL 4) TN MmW In pamlhWo MiW" DM peraenl Tt&XGM la grdt 40 0eY added nher. pra Liomdr :% 142 r 1421 (2i) 1m pg t42ew S) q (ride med ddIT F3C: mteb u ursd 1J180 17" b.qv Un b WIM t. o. &G— me 1ttg gUr R.M. GYa.q Cad. S.U.n 160411 m .pp0coaa 6) Sho Gld Ed& a r.gi.cd. 4' eau Ddeb t. W iotdW ./ 4' &..ka badm W ad l+ nemlm v.U.L 8) 1d ItO.o/.tbcho.nt tl rdr mud —pV nlh w edk.-h:rr ead/ R iU1cW'd dtKrnitnll f) it. d*w mq uabal. mrcWro:d Your trrn Wed• bad t,Xu by WOO ag Ur Mi. MkUg p r 1, ad ehW d d-CW7 Dom W tote of .;port 10) ".. X t Rd" 11) 8dbm r.W W" mbu W le lomkd d IM Moan d W idol aa.*. TYK DrMGNAnCW Ir r - rtlartti wl / 1of - alto 1 IW 11 ItlGlim 121` 16-213/2T rma. lvvj J La.5ar CMF r . uoa luu uIS IS nacv ua W ao.o Tn v' IAa6. cNA Inl m IS' IC61 D) mwmm ra, .• oast mo. icamo 11 S - ACTUAL t2' N0IMNAL 1'ADTH 12) r & 12' UlLeb a. na.dod.rd .IDI 5-1/Y Yq .ddet d tW tnd: tt urmtodet.. tkd ed rtldrdng era VvuU g. 11) lh. rdvW tuda..1 Gd b iutand it .e.A. ;toads mvrr/l mbd•1 b•rt o WWq d an ebWOW i. M=da .ah ASM rr828 r Qthv 4paard mo 4 la L96r:. I. eed I+••larewA' .ill .er6cd (.yo.y r apfl all hoduQW ((bie•d) YMe e-id1. declei Ir th. eaAlnd-bc(ry Jdl, W 1.0..1.f tgwtt Appal w&W b.d + AppOd h.Lz M bad S 1A G. ,atkd boaS.F. tnd:..td boa 15) rot =pedW bid Mllb ad f.d un cal bW Iran and I.— h3161 eb.- 16) F•r Ydd 6,41A nd dc.n lot ad. bed fmo and Ynpd l"oh ah..,. 17) Sd. Yadt . a eupeeWpeud etmetl. bds 18) Sae bode Mud as m6oWW dedp aw/eY pn AG 511 era A0 31L 19) Ad66rd Mknl bad copot:ty nn M .bttind 1y W n b/ pr.Wing o"'Lawl rtiderM a.ta. t. ruamy wL (DCOQ do Ur iaYt eYsl<h bebn s li:+•>.p, SEE SAFE LITERAL LOAD TAUB FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU (RCNU) FULL COURSE i:: 1/Y CLR TYP 1) 15 REBAR FOR 6' MELS 2) 15 RESAR FOR 12' LDITELS GR40 or GRSO SAFE LOADS FOR 4" SOLID LINTELS 4d sl4-m GRAVITY LENGTH TYPE 4S8 3'- 6- (421 PRECAST 1180 4'-0- (451 PRECAST 959 4'-6' (541 PRECAST 789 5'-10'(70' PRECAST 460 6'-6- (7n PRECAST 360 7'-6' (901 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6' (1261 PRECAST t 16 12UB 4-4_ UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3--6' (42-) PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6- (54' PRECAST 529 258 5'-10'(70' PRECAST 407 148 6'-6- (781 PRECAST 366 118 7'-6- (901 PRECAST 280 87 9'-4- (112' PRECAST 187 55 10'-6'(126 PRECAST 152 43 12FB 121`12 121`16 ISM, 6F6 6F12 6F16 s:i/. . h' . J': . w. • - '• 'y .;r' :,. •' tr: :in G'. (.:`l :. _- Via.. t t i g • 121` 28 12F24 12F20 PRRODUCI'fU: ISI: i/ mmmpllinp ,.iN 11u FIQ1111Q T /= Uuildiny cud: F AaaylenrQ RbJQ• D S ,< _ %.•;j,CRAIGPARRINORIO B IroGunDcQ jW 'V 6324 CR 579 6F32 6F28 6F24 GF2 I .... GN. ,,R FL 3M t„ l.-Na44756 011.11 REVISION Ror _ y CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES AL A I iJLL ..-, 12 la luML• 0=05-14 UAWN IT: MAN AMM SOUL• NJS 1 DATE: 3/: 4/01 naato Ir cAUD rAamm, rt - iw 1ro. 44Ys mAepli:Na u461: slap 1 OF 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS 4~1 4 -o" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U6 6F6-tB 6F12-IB 6F16-iB V70-18 6F24-18 6FI8-1B S-6- (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 E93574'-0' Nel PRECAST 2025 2313 3892 5050 6148 7227 8297 4'-6' (541 PRECAST 16S 1887 3633 5050 6148 7227 8297 V-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 11131 2850 4328 6737 8297 9357 7'-6- (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 et 9'-4- (1121 PRECAST 504 660 1056 1523 2084 2795 3731 10'-6'(126' PRECAST 503 566 895 1270 1706 2236 2898 11'-4-(136') PRECAST 457 513 805 1133 1507 1952 2492 r280812'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 13'-4-(1601 PRECAST 373 417 646 995 1170 1485 1852 2285 14'-0'(1681 PRECAST 352 392 605 835 1087 1373 1703 2017 17'-4'(208' PRECAST N.R 299 455 620 194 985 1196 1437 f) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FOR A" PRFCAST U.1 WWI A C/ 1 SAFE LOAD PLF LENGTH TYPE 6U8 I 6F8 RCMU Y-6- (42' PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6- (54' PRECAST 416 609 344 5'-10' (70' PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-0-(126-) PRECAST 151 276 58 I V-4- (136-) PRECAST 139r22 49 12'-O'(144' PRECAST 131 44 13'-4-(160') PRECAST 117 35 14'-0-(168' PRECAST 111 32 17'-4-(20n PRESTRESSED N,R. 130 j 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-11 6F12-1i 6FI6-11 6F20-17 6F24-IT 6F28-tT 6F32-IT S-6- (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (431 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6- (541 PRECAST 1OB3 1592 2084 2577 3069 3562 4055 5'-10-(70-) PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 1437m 1777 2117 2457 2797 7'-6- (901 PRECAST 648 853" 1249 4 1544 m 1840 N 213510 2431 9'-4- (112l PRECAST 575 57114 980 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 462M 787 1121 1336p 1551 1766 11'-4'(136-) PRECAST 474 404m3 685 985 m 1213 1442 1645 12'-W(1441 PRECAST 454 3671n1 619 w 888 j 1093m4 1299 1506 13'-4-(160') PRECAST 402 308 516 C. 7351.1 906 1016tv 1147 14.-0.(1681 PRECAST 368 285 475 577 832 989 1145 17'-4'(1081 PRECAST 253 208 336 476 585 693 B0.l 1) THE NUMBERS 6V PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 VAI.Er•' nul6" CRAIG PARRINO 6324 CR 579 SEFFNEP,FL 33%4 FL. P.E. UC. NQ 4A75i PRODOcrRNV185D 111dldfb cw. 4N Ily Honda Ampvi-PL: 111. a - N'7 a 0311% 11m-CAS T—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESI ON a 14 c ..' ''• Ie[ Na1IL• oKOU-u OUn n: SOK" WWM uA[L• wlt w r• pA[L !/t1/OS tlCt[m 1'F. CWC 1A[L[0. Pl. - A[4 Ip. //15[ OM 1.4@IfD. 114611 SH[R 10/ 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4wa_wm SAFE LOAD - POUNDS PER LINEAR FOOT YPE LENGTH TYPE----. 12UB IM-28 12F12-28IZFIe-2012F20-2812r24-2612r2e-2912F32-28 S-6- (421 PRECAST 3428 5000 583E 7619 9352 11060 12755 14438 4. -0' (48' PRECAST 2923 4232 SB38 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10-(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 14431, 6'-6" (781 PRECAST 1353 1986 2679 4196 6421 10032 12755 144 7'-V (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 1352§ 9'-4- (112' PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6"(1261 PRECAST 614 1043 1295 IB53 2516 3323 4334 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-0'(144' PRECAST 456 878 1073 1513 2D20 2617 3333 4206 13'-4'(1601 PRECAST 359 767 9 926 1294 1709 2188 2743 34091 14'-0-(1681 PRECAST 321 720 865 1204 1554 2017 2451 3105E 17'-4"(208' PRECAST N.R. 4511, 6310 8810 1141 14280 17501 2102 19'-4' (232' PRECAST N.R. 3431 477, 700 P 925 c. 1152 i3oo'l 16D9 U) THE NINW5 14 PARENTHESIS ARE FErXENT RESAICMNS FOR WAE 40 FIELD ADDCO RE4A SEE CEWX NOTE IM 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U.LINTELS 4war4- SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM INNS-2612910 I2RF14- 12RF16 121F22- t211125 12RI'30-21 521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6" (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 T-8' (6n PRECAST 1347 1541 3555 6395 9640 11669 13679 1567 5'-10-(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 6'-8' (801 PRECAST 924 143D 2633 4415 6884 10354,12571 148OR 7'-6- (901 PRECAST 7D3 1203 2157 3494 5259 7922 9623 I132 9'-8" (116' PRECAST 389 843 1451 2157 3203 44270 5417 63 00 FOR 12' PRFCABT IIJ INTFI R C SAFE LOAD PLF LENGTH TYPE 12UB 12FB RCMU 3'-6- (421 PRECAST 1295 4841 393 1 4'-0' (46) PRECAST 1295 4841 299 4'-6" (54' PRECAST 1049 3922 2417 V-10'(701 PRECAST 681 2547 155 6'-6- (78") PRECAST 579 2167 123,4 7'-6' (901 PRECAST 474 1771 914. 9'-4" (1121 PRECAST 355 1326 580, 10'-6"(126) PRECAST 306 1143 454,. 11'-4-(1361 PRECAST 278 1041 3880 12'-0-(144' PRECAST 260 971 34 13'-4' (1601 PRECAST 229 857 278 14'-O'(1681 PRECAST 216 809 2510 17'-4- (2081 PRESTRESSED N.R. 633 162v4 19'-4-(2321 PRESTRESSED I N.R. 534 130,, xL ULNLNAL RU¢ ID SAFE LATERAL LOADS FOR 12' PRFCART-12- RPr.FCQ nnnR I NNTFI 1`. 4-4— SAFE LOAD PLF LENGTH TMPE12RU612RF6 RCMU 4'-4- (521 PRECAST 1295 3692 2584 4'-V. (541 PRECAST 1213 3458 2417 5'-8" (681 PRECAST 784 2236 1650. 5'-10"(701 PRECAST 747 2129 155 6'-8" (801 PRECAST 602 1716 1170. 7'-6" (901 PRECAST 504 1438 914. 9'-B' (116-) PRECAST 355 1011 15 " SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4watf 4 SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 12F6-21 12FI2-2112F16-2112F20-21 12F24-1T 12128-2T 12024T 3'-6- (421 PRECAST 2752 4207 5613 6938 8264 9589 10915 4'-0' (48') PRECAST 23M 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 5347 7365 8384 5'-10-(70') PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (78') PRECAST 1444 2269 2972 5675 4378 5081 5784 7'-6" (90-) PRECAST 1267p4 1767 258A,3194 38050 4417 vi 5028 ed 9'-4- (112") PRECAST 1028 r 1171 2006 259D 3087 3593 4079 10'-6-(126) PRECAST 9201 947 1112 2281 2764 3209 3653 11'-4-(1361 PRECAST 858 829 1404 982 2441 29D2 3354 12'-O'(144' PRECAST 814 753 1269 1788 2201 2616 3032 13'-4-(160') PRECAST 678 633 1117 1485 1626 2169 2513 14'-O-(168') PRECAST 622 5861 974 1365 1679 1993P, 2309 17'-4'(2081 PRECAST 434 427 695 of 964 1182 1402 1623 19'-4'(232') PRECAST 366 370 593 817 Q 1D02 118 11372D U) THE NlAI11E16 IN FAMESIS ME KRWn REDUCI11yi5 FOR CRADE 40 FIELD ADDED REDAR. SEE CFNERAL NOTE M 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 1.4— SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE WI -21 IMO- 12RFI4-2 12RFI6.2 IM-2 IM76- 12AF30-2 4'-4- (521 PRECAST 1626 2685 3746 4806 5857 6928 7989 4'-6- (541 PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8- (687 PRECAST 1210 2042 2850 3658 4466 5273 60BI 5'-10'(70' PRECAST 1173 1984 2769 3553 4338 5123 5908 6'-8' (80' PRECAST 10201 1538 2426 3114 3802 4489 5177 7'-6' (90) PRECAST 904 1226 2163 2776,J 3390 4003 4 4617 116' PRECAST 7030 771 M1 1472.A 2181 26634 3145 3628 U) 11E NIJUSM IN PM[N TIE56 ARE PUMIT REACTIONS FOR • NLL ULNLP11L NUIL Itl I81YR16 INPARENTTH 6 ARE PEfC£N1 REVILIMINS FOR GRAM 40 FIELD ADDED RMAIL SEE CEN MQ NOTE N0. { :` G .• • 4o FIELD Anon ftClWt SEE cDlEwa NOTE No. { 447 wi .;1C1•R[ill. rhoDadinCht4tilhrho IluriaaBdldinxlode T E FP I Lf : E1so 4"4c Nu o5 0 7 0? CRAIOPARRINOj1o k-"7`=78 d' biP". ,< R G : 6324 CR 579 U J'/O ' C - SEFFNER.PL $.i584 ES nlnmc u4t i ,y `f SEE GENERAL NOTES - SHEET 1 OF 3 aa14/i1Ai101 FL. P.EN61T;.WO.447756 REVISION SION MENBER aF _ . --CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES WALL' c me IuuD otsvrt-I4 oRAIm m m+Ax uuuu0 SuX.T.S. 0 out 3/:4/a cxEaao Rr GUO Arturo rt. - REA H0. 4n14 WUYNG:HO, L14311 1EEEI 3 Dr 3 M IAM I•DADE 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) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel- Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control 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'afler the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be. done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 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 documentation was reviewed by H ]my A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMFDADE COUNTY Expiration Date: 05/21/2017 Approval Date: 04/28/2016 0 4/Z 8 Zo Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 0610 719 7, revision #4 dated 04128198, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. flamon, P.E. C, CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 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 Laboratoiy. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report ff20-8345 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 984-M19614 dated 02129/96for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58--A66332 dated 01128/96 for 94 rebar by Birmingham Steel Coip. 7. Mill Cerl f ed Inspection Report 484-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121/96for #4 rebar by Birmingham: Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. FIVIny' 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 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT6, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino,P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. w yvce ny 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 #06-0222.01 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, Y.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. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/29/2016 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Co poration, 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 014-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for fligh 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. Rq5iff 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 - 5 sT-RET HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT RL'NMED Ss cOMJ71D1 MITI tlu FIDrd{ Bw10t01 Cnde AcEq,_ NO O.n T.I. B 1 ,1QQ((yyyy Control L JRAR STIRRUP DETAILS 8" PRESTRESSED 7/32.0 RA STIRRUPS TYPE "0" STIRRUPS Y h 8' LINTEL STIRRUP DES TAILS lrj Y%VIlE Ml SPAgNO Nn tin a531l-R 0.134 6a2 7/32 3 7 3M17'-2-4 O 3•-0' 1 13 -4 alto 3Q 2 OM 3 32 R O - • 1 17 -t 0.13{ 7 32 TAR 1 -3 7 32 O4 e Y-{' 1 11 -; 0. 7A 71 1 I -3 32 "4 O 4 -! 1 O.IH 7R7 7 2 OAR 1 -3!1•-4' 1001/32 T5 3'-t 3/4• 10 22•-0• 0.2D0 ll J1 7/32 I3 0 3•-10 S To Z'-0" 0111 IRS 32 tAl! aB6 O 4'-3 1/1' 10 8" PRECAST_W/ 2" RECESS DOOR U-LINTEL DATA TABI£ Zt 09womnFl4 I' 1 rc 1!aCOt VIA a=Nm RFL?tID F a ml il a:arr a 17 J,y I" JIOm[f¢Y CLF7filarlL'iLJRIRy!!!t/FY©AO oml l acal:>V:lL:Irm:vrs:si1 ao M'romr eats Iti+rLJt S:i1CliP"T1 ft.[]Qivc r m1 r,s_sa n aaa>I.:ent rrrr3 z o or rn< •.• t e. Yl U.Of nR •Y .D.DI ALL 4IRl U4[u nit •A• M— D3 _- - i n!rxfmottsIAOWPRMA41IMTfRETNfORCINe [AC[fAtIOG.TION MODEL •ilA W.I. UNIT 7 I I 1 f l r I PMU CD UMU RElMFDXCl11G • rARR EaTON uoefi A" PRECAST U-LINTEL DATA TABLE Kim ar:uiEvmE alo jCli FI iL' iOm Iitran 1 O 7Z3l1.1.1+11'1k]G:Iit7 1 WlJO0CMRA3F7QSCS):Zf rt ro v®®vas F3 17AmFM WM" r ffC1si[]Q7®rrs;mm® mf rF iinmmF.ITi F]C10 ira> aar=_mgmuajo OEM KUAr rF7Il.lInc—Egato r» lmm MIAM lEC2FNFTMWjM fimmm" Fin" Tlnl PtarRSTARr ClmtuATlaN 3 N v,,w 10 MONO APPROVAL IT O PACTMED IT C'QP`r NT LAWS AND MOOT BE RCPROOOC[0 OR OCItDUTED mTNw THE roM NOTTEN CONSENT OF CASF-CFME USA INC. R" PRESTRESSED U-LINTEL 1. REMIXINGSTEM.ASO • 7/32 IN t A5101 03. 04, S. NOTE, IML TOTAL NUNIEN Of STIRRUPS 13 REM GRADE 0 ASIN Ails. 7/19 D ItEOUD[D is COUNTED STARIOO FRmI EACH 01AND0 1TCCt1 W'/-wL Arm PRE5IRESSI10 EnO Of TKI RENGOI CA0: f01 CLWU SNIANO ASTN MIL X0. O SpMtf13 . 4. THEN TIQ 2, CORCLETE SItDDnO: f.. Cam PSI FOR S• REWMIIO CAGE M= SWWS S STIF"s ImN EACH DD. ERsttgoo IINTELS: f. - 4000 PIT FOR ALL PRraASI { ISM 131f[l7. L t.$ PODN03 or POLIr OMUE Ffl/Rf PER L pal"rtf3TllS3 rORC[ 0.70 . }rv• W' TD. ef C.=rTE ma K USED 01 M Of PttSMULD IOOEC ArDIMIC1110 COT L 91R6PUfOS,l1cl,Xf ritUMS[G TD I[SI31 UFTAG AND T4 am; rams. i 4 G E N S ' % PRODUCT ILM! IID Y R.—, Plyi.t viol ar FLMr JUTIM4 CDE: tdl E I tU CRAKE c p'/Q • .` 0324CR579 P%ii PAPANO fltyy. 0O.l cl wlC ,A R 1 SEFFNEii FL 3M i s/oNAL EN.t` FL. P.E. LIC. NO.44M IOIE: CAST-CRETE 8" LINTEL FABRICATION DETAILS Fu uve D3suu-N otm to ctw IAR'A0, ft - lm m ws1 1 score Aol M SUE n. a. ..imp P.tma In EXEC Patmm. P.E. - ¢4 Im 4U56 I CURIM . M SECT 1 OF 3 r- SAFE GRAVITY LOADS FOR 8" PRECAST wf 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRU6 eels-66 aFFI0-06 aa14-11e Wl" 6un-a LMS-0 alr3o-oe EU6U 111 artn0-18 EM4-f9 661a-1e 072-le RITE -le iiiD-fe 4'-4- S PRECAST 1835 1749 3355 3no 431s 5421 6493 750 Iasi 301 8 a6T9 0 9479 10693 4'-6- 54 PRECAST 1494 1595 3063 2992 SM3 4946 5924 6904 1755 3691 5206 6839 8060 9479 1003 5'-8- (6B PRECAST 666 920 IM 1715 2277 MS 3402 3955 1157 2451 4567 6369 a nl7 9311 5'-t0'(70 PRECAST 810 859 1653 Imo 2124 2649 3174 370D 7113 2342 4242 e619 8080 7402 0706 6 -B' (80' PRECAST 797 901 1825 3120 W48 7747 944B 7360 901 162S 3120 5046 7915 9479 108 7'-6- (90 j PRECAST 669 149D 2459 3775 5743 nm b623 755 1490 2459 3n8 5743 699 1059 9'-•B' (1161 PRECAST 411 466 999 1566 2253 3129 4091 3140 b26 0" IEGa 2253 3129 4150 Se91 j) THE NUMBERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR CRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 GETJERAL NOTES q ll.kdok: r. r Fad rel.l - 401 p1 re preirww 6.1 - 6000 ersN. ..3 MEfA51116 Y'dtrn4imm 1otnnprcp .7 = 1900 p. 00 .T n rtlw lu A501 AE15 e1. 60 prolmaq drW u AM A414 Gmb 2" In rehn4n orkr p AS91 Q70 Tn. U . 5 Al F=mW Sub by I. IIII to, amWWWII mnbuft1t. aft hr]r> R b-* knpth h Im Lb. 3) R.dd. m -Mr I.d m lew Ja.K 4) TM -W h pedt•f. 6d.d,, 14 p-,A r.ddF• I. dag40 0m r- yld: 7,-r UdJ a732-19 a,yy.. 11r. 72 hw - H71 W ISS rtdcGoo 4 64r1 lM) - 6WI p0 Aa 6Lh.mrd ..etw_ _L/36D h.ha. r - L FuoN..& Ru,lrm reW tr9. YD IT-{' .d VlOo tltcma Uu b Odd k cr en m.6 U. F.0 &td p ew. s.cer, 16ou.1 m ppomme 6) Awe 62N Dub . r.NucL 7) 0. 17 ,bu mor be .LLsWd W In 15 reh.n 9) The dnkur 7 „dnb "Mudded hd, I" th- -d. bed I.Mn n fC1a9d.Q19f4 omdrn r.W;q ra.a[ d a d .hea d 4 a.ry Ir n U, 10) RJL - Rd Rd.d 11) edbr. bdl dlw rd. 1. h4 k.W d U. WIlwr d U. 2dd ..r92. SAFE LATERAL LOADS FOR B" PRECAST wi r RECESS DOOR U•LJNTELS 4 -/m VV`"'• SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4- ( 521 PRECAST 758 757 1164 4'-6- ( 541 PRECAST 694 693 1073 5'-8" ( 68-) PRECAST 408 407 655 5'-10-( 701 PRECAST 382 1 381 616 6'-8- ( 801 PRLCAST 595 788 464 7'-e ( 901 PRECAST 509 674 363 9'-8' ( 1161 PRECAST 370 490 214 0 SEE GENERAL NOTE 18 12) U kb .. mud.d.rw +i9t 5-1/Y h.! rdd.. d Ib .t 6 1..mrib cd fNd. dq N 51..6'1. 13) lb . 40W nd= d rd,b IWWWI k Wed. w Cto ruaory D draa h•• G.2 d A- .p6d 6 —d- u /SLY C-421 or .Or pK-.d -W-9. 14) Uew lewd kda .hods !ie.Y Ill qU. o `pM0aYiO ral) h 7'pprd - SW I.w + Ap¢w Wrdd dw S IA S.I. r.*d kw 5d. h. ww bd 15) F. r coff"3 a IM W*U oct 03m to ,o:a kd b.m red hw 1.19N .hm 16) IV hld knit .e1 0"16 uu ado kw um "d kq.d bqb dn.ti 17) S. k h h - -rrdicp..d WI-M, Mh 13) W. 4.6 b d ., r.5..I adp. m.* Kr AM 670 . d ACI Sd 19) A/ Qral klerd hod .p.WT .'a. 1. rkW.d 1r M Mslrn.r eJ Wd.9 .dawd rid..w omr.0 cimm ru Otom dw. Ih W& 5., MIN W.V. i. SEE SAFE LATERAL LOAD 1ABlfS FOR LOAD RATING FOR EACH AOO111OMAL REINFORCED CUU ( RCIM FULL COURSE ' 1/2- CLR 'P 2) 15 WAR CR40 0, G.RbO SAFEUPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS 4-4- ctn SAFE LOAD - POUNDS PER LINEAR FOOT TYPEr LENGTH t O- 27 MI4-1 aRn4-21 BRFl6-It SRFle- W22- II EN22-71 BRF76-IT BW26-21 RF30-11 SRF30-21 4'-4- ( 527 PRECAST 65 2352 nss 3751 4445 5140 M 2352 305a 375) 4445 514D 4'-6- ( 54') PRECAST 04 2277 2919 3607 42)s 4443 04 2272 2333 3m7 4275 4943 5'-B' ( 6n PRECAST 6 1797 2326 i 21154 33a2 3911 69 1707 7326 2a54 3362 3911 5'-10-( 7n PRECAST 07 1746 2259 2773 M46 2729 555 1233 1745 2259 O 277332aa 1799 6'-B- ( On PRECAST STD 929 IS30 i 2429 2571 3329 5)0 1m0 15M 193D 2429 1 2870 IUD?'-6- 90') PRECAST b06 712 I361 1765 2166 2117 2968 505 a9a 1364 1765 2166 2557 2958 PRECAST 395 46a 89 12zz ts46 te59 21ea iE 395 56D 1072 13a6 1701 1 2011 2331 a) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 4D FIELD ADDED REBAR SEE GENERAL NOTE N0. 4 TYPE DESIGNATION flL11} 9EH E12 @Elf Fr - rRFm m GROUr / u - uwatu OlANY1T of 15 Iva" AT IOr10u Or LWEL QVIT 8F16-1B/ IT 1a10101. mrR-- I I Lamm or A tl09 iAL a J a.au a 7m 05 KW AT TV PROd)C' rRENEWED 11.711n " ilh t8. Florida a Cow Acapwou w11- c,A2b. r.(a: rnr:T ariTrT<ir9cr(rt a:r: AT.T:, d MAXII:la/L9U)7 rrnm :mod• i ' fir 3f „117' r:rn; L•\fd: 17L17f.P.1,CTd iliY/4L'1 r . G,• EN' O' 0.44 OF o 1Ml ()) REOb I-1h' CLWI cim 4' WOt1I 15 AM AT WIM cr 1NRL 4:697 A a0; a TT'91-L PROJFC-um10a' N010uL7'.Ds1 IWIO, CRAIG PARRNO 6324 CR 579 SEFFNER.FL 83584 ROMcr movism) UuOd 11 ' the FhrrdA A A= I --"Na OZ COatlmllan FAiey/ By ° b r , 1 CUdr. J 4/2a/2017 f Florida Building Code Online I(P;=r;Lt:..'t'y''il.%T:llLlt.9•; ,__ 4 t - -, I _ I l; `_ f •77':: L'r i arL7 /I: 3'F'71•.,OrlI 1:.i.1 T`-7•Y BCIS Home 1 Log In User Registration Hot Topics Submit S.,Gharge Stats A Fads Publications FIX Staff BQS Site Map Links Search Florida r cOR Product ApprovalfUSER: Public UserD; t•yir._•t41. L ProductApproval Menu > Productnr Appllcatlon Senrdt > Annllcotlon Li > Application Detail FL # FL3792- R8 i !iq:_ gr4t! Application Type Revision Code Version 2014 t Application Status Approved i "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified Cby the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature I. ;. Technical Representative Address/Phone/ Email Quality Assurance Representative f ti Address/ Phone/Email i.. _ .. • Category Subcategory Compliance Method F ' Certification Agency k" ' Validated By fReferenced Standard and Year (of Standard) r Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982- 6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982- 6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982- 6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Mlaml- Dade TAS 100 (A) I Product Approval Method Method 1 Option A httpsJ/www. floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwIDgsFgPhXotizz9PGbeVjdikEk7oGQ6zyYrimkp/o3d Year 1995 1/ 3 4/28/2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summarv'of Products Florida Building Code Online 09/30/2015 10/06/2015 10/09/2015 08/16/2016 FL # Model, Number or Name Description.' .. 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11- 0602.02.Odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs FL3792 R8 H Lomanco 135 - 2000 PV - NOA 11-0602 02 odf Verified By: Mlami-Dade BCCO - CER only. 3. Model 135 Roof Vent and Model 2000 Power Roof Created by Independent Third Party: Vent shall not be Installed on roof mean heights greater than Evaluation Reports 33 feet. FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602.02.Odf Created by Independent Third Party: Yes 3792.2 730 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use.outside HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- 0602.04.0 Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's FL3792 IRS II, Lomanco 700 Series - NOA 11-0602.04 odf Verified By: Miami -Dade BCCO - CER Model 730,750,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet. Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0502 04'odf Created by Independent Third Party: Yes 3792.3 750 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL3792 RB C CAC Lomanco 700 series - NOA 11- 0602.04.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation, 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's FL3792 R8 II Lomanco 700 Series - NOA 11-0602 04 odf Verified By: Miami -Dade BCCO - CER Model 730,750,770 Roof Louvers shall not be Installed on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602 04 odf Created by Independent Third Party: Yes 3792.4 770 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes F0792 R8 C CAC Lomanco 700 Series - NOA 11- 0602.04.pdf Impact Resistant: N%A Quality Assurance Contract Expiration Date - Design Pressure: N/A 08/16/2016:. Other: 1. Refer to applicable building codes for.required: Installation Instructions ventilation, 2. Lomanco's Model 730,750,770 Roof Louvers FL3792 R8 II Lomanco 700 Series - NOA 11-0602 04modf Verified By:.Mlaml-Dade BCCO - CERshall.comply with applicable bulding code. 3. Lomanco's ... Model 730,750,770 Roof Louvers shall not be Installed -on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports - FL3792 R8 AE Lomanco 700 Series - NOA 11-0602 04 Odf Created by Independent Third Party: Yes 3792.5 770D Roof Louver Aluminum Roof Louver I - Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1,3792 R8 C CAC NOA 15-0709.09.odf I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure: N/A Installation Instructions 1+ Other: FL3792 R8 iI NOA 15-0709.09.Odf I Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports httpsJMrww.floridabdlding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEk7oGQGzyYnmk%3d 1=7h7 0 4128t2017 Florida Building Code Online FL3792 R8 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes flC Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida Is an AA/EEO employer. Couvrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessiblllty 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 office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. -Pursuant to Section 455.27S(t), 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 emells provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: Wo®a® Credit :d Safe securityruE•rRics- https:ltwww.floridabuilding.org/pr/pr_app dtl.aspxlparam=wGEVXQwtDgsFgPhXouzz9PGbeVdikFk7oGQ6zyYnmk%3d M M IAM I•Du4DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/6uildine/ Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted matuier, 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been.a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0501.11 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name PRI Asphalt Technologies, hic. TAS 100(A) Report Date LOM-011-02-01 04/05/06 NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and,sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 45' with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of ''/z". See details drawings herein. Seal all seams and nails with roofing cement. Net 'Free Area: Refer to manufacturers published literature LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, hie. published instructions, and in accordance with applicable Building Codes. 3. Thiszeceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMI•DADE COUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART A ITEM RED DESCRIN HON MA IERIAL MAI 1Y1' 0201-501 1 1 DOME .032t.0025 X 28.50 X 2850 5005-0 Al- 3.2508 0201-502 2 1 BASE .032f 0025 X 20 X 23 5005-0 AL 1.840$ 0201-503 3 1 RAINSHIELD .019t.0025 X 19.50 X 19,50 5005-0 AL .913$ 0410-501 4 11 BRACKET 16 GA. X 1.250 X 7.580 GALV. STEEL .195g 0201-507 5 1 SCREEN .028 X 5 X 41.375-8:(8 MESH PERM-A-KOTE' 1404000165 6 12 RIVET 3/160 X 7/32 OVAL H0. AL 1405000281 3 SCREW #14 X 1/2 HWOHO TYPEM -AB" ZINC PLT qjU END OF THIS ACCEPTANCE CM NOA No.: 11-0602.02 IUNTY •DADECOExpirationDate: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 MIAMI•I7ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGIiBORHOOD COMPLIANCE DEPARTMENT (BNC) 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) w%•tiv.miamidade.eov/6uildinL,/ Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been. a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0501.11 and consists of pages 1 through 4. rhe submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 MIAM•DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11-6602.02 CMIAMIDADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen. location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vcnt throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around :the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of ''/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wuing shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the .Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/.17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART ,q ITEM PEO DESCRIP f10N MA rEHIAL MAT Wr 0201-501 1 1 DOME .032-1.0025 X 28.50 X 25.50 5005-0 AL 3.250B 0201-502 2 1 BASE .032t.0025 X 20 X 23 5005-0 AL 1.8405 0201-503 3 1 RAINSHIELD .0191.0025 X 19.50 X 19.50 5005-0 AL .9130 0410-561 BRACKET 16 GA. X 1.250 X 7.560 CALV. STEEL .195g 0201-507 5 1 SCREEN' .028 X 5 X 41.,575-8X9 MESH PERM-A-KOFE 1404000165 6 12 RIVE 3/160 X 7/32 OVAL HD. AL 14050002.81 7 3 SCREW #14 X 1/2 H14UHD TYfEM "AB- ZINC PLT END OF THIS ACCEPTANCE NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 M IAM I•<aADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miumidade.fiov/building/ Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Mianu 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 (1n 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 per 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 135 Roof Vent, Lomancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless. otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0501.11 and consists of pages 1 through 4 The submitted documentation was reviewed by Alex Tigera. eollwv_ NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Alwninum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Ptdduct Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name PRI Asphalt Technologies, Inc. TAS 100(A) Report Date LOM-011-02-01 04/05/06 NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top.row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around 'the edge of the hole. Carefully slide base of vent under shingles with avow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at comers, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 45° with approved.roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of ''/z". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturcrs published literature- LIAUTATIONS: 1. Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 M1AM1•DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 PoNver Vent PART N IIEM REO DESCRIPTION MATERIAL MAr WT 0201-501 1 1 DOME 032t.0025 X 28.50 X 28.50 5005-0 AL 3.250# 0201-502 2 1 BASE 032t.0025 X 20 X 23 5005-0 AL 1.840n 0201-503 3 1 RAmSIiIELD 0191.0025 X 19.50 X 19.50 5005-0 AL 913y 0410-501 4 3 BRACKET 16 GA. X 1.250 X 7.580 CALV. STEEL 195jT 020-507 5 1 SCREEN 028 X 5 X 41375-BX8 MESH PERM -A -NOTE 1404000165 6 12 RIVET 3/160 X 7/32 OVAL HU. AL 1405000281 7 3 SCREW 114 X 1/2 HWUHD TYPEM -AB- ZINC PLT END OF THIS ACCEPTANCE NOA No.: 11-6602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 t'4/28/2017 Florida Building Code Online r -- cl.,i:-l i;a-a:,r> ,: • - _ • . .. . ,- .. : .rt• •" - :'. II fit .: l ' . ' _ —•_ - .. f ; a,a , sir , .., :1i 3 t BCIS Home ! Log In i User Registration I Hot Topics ; Submit Surcharge I Slats h Facts I Publications I FBC Staff I BCIS Site Map I Links j search I b 1 ' _ 4II :: Product Approval 1 USER: Public Userr -- Product Approval Menu > Product or Anpliedtlon Search > Aonlirttlon List > Application Detail FL # FL12328-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i 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/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i 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, Pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.f cridabuilding.org/pr/pr_ppp dtl.aspx?param=wGEVXQwtDgtF2AezuarigOiAramDGm5e%2bS°/*2baRvkOl3ThCQrlWi58TQ%3dp/o3d 1/4 4/28/2017 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted 08/23/2016 Date Validated 08/23/2016 Date Pending FBC Approval 08/25/2016 Date Approved 10/13/2016 y---- -- - — - -- - Summary''o f Products---- - ' .._ ._ ...... .. '... _ .- .-..----. ' _. -'•- - ---..... "._. FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-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 TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. Ddf Created by Independent Third Party: Yes r.' 12328.3 Master Smooth Limits of Use 12328.4 Moisture'Guard Plus- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes' Impact Resistant: N/A Design Pressure: N/A. Other: See evaluation report for limits of use. 12328.5 No, 15 ASTM Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 No. 15 UL Limits of Use r Approved for use in. HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A A'self-adhering modified bitumen-underlayment. Installation Instructions FL12328 R7 II TBP14001.3 2014 FPA TAMKO Underlavments-FINALodf Verified.By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nde rl a vm en ts- FINAL. Ddf Created by Independent Third Party: Yes Asphalt saturated organic felt Installation Instructions FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Underlavments-FINAL.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. Ddf Created by Independent Third Party: Yes Asphalt saturated organic felt Installation Instructions FL12328 R7 II TBP14001.3 2014 FPA TAMKO Underlavments- FINAL, odf Verified By: Zachary R. Priest 74021 12328.2 ASTM Tile Underlayment Coated organic underlayment T 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, Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Other: See evaluation report for limits of use. https:ltwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDglF2AezuarjgOlAramDGm5e%2bs%2baRvkOl3ThCQrfNiSBTQ%3d%3d 214 t 4/28/2017 Design Pressure: N/A Other: See evaluation report for limits of use. Florida Building Code Online Created by Independent Third Party: Yes Evaluation Reports FLIZ328 R7 AE TBP14001.3 Z014 FPA TAMKO Underlavments-FINAL. pdf 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 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-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 TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Party: Yes 12328.8 No. 30 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 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: 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 12328.9 1 TAM -FELT Llmits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Alternate to ASTM D 226, Type II underlayment Installation Instructions FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL.pdf Created by Independent Third Party: Yes 12.328.10 _ ITW Metal and Tile Underlayment self -adhering modified'bitumen underlayment 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. 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 12328.11 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 II TBP14001.3 2014 EPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. pdf Created by Independent Third Party: Yes Contact Us :: 2601 61air Stone Road. Tallahassee FL 32399 Phorx: 850-407-1824 The State of Florida is an AA/EEO employer. Ceoyrietit 2007-Z013 slate 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. 'Pursuant to Section 4S5.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with on 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 4S5, F.S., please click here . Product Approva l Accepts: ctrIRI https:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAram0Gm5e%2bS%a2baRvkOl3ThCQrIWi58TQ%3d%3d 314 4/28/2017 Florida Building Code Online Credit Card Safe https:/1www.0oridabui lding.org/pr/pr_appjd.aspx?param 4/4 Certificate of Authorization bur DriveCREEK17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5" 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: Underlaymenls 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 Year PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV 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 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 D'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 D 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) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. 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 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. aCREEK TAMKO BUILDINGTAMKO OD S, INC. 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 tile shall be permitted in accordance with the FBC. TAMKOO Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. 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 FBC. TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt 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 D 226, Type 11 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. TSP14001.3 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. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlaymonts 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, 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. R. , pR7,,,. 1,Q .•' . C' E•N S4$' No 74021 O'. STATE OF J ON A 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 financial Interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the product. END OF REPORT TBP14001.3 FL12328-R7 Page 4 of 4 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 Certificate of Authorization bur Drive17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5T" EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://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 Ea& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV 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 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 D 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 D 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) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. 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 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 tho duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO 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 tile applications. Allowable roof coverings: Attachment of clay and concrete the shall be permitted in accordance with the FBC. TAMKOO Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. 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 D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard PlusO 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 the roofing shall be permitted in accordance with the FBC. TAMKOO 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 FBC. TAMKOO No. 15 UL ASTM D 226, Type I underayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlaymeni 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 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. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHNICAL SERVICES, 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 Undedayment 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. TAMKOO 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 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 underayments 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, 5'h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. It t 1 l l 11111" GX"p. R. pR/., No 74021 STATE OF /-Z 10. CERTIFICATION OF INDEPENDENCE 2 2016.08.2 2 09:35:39 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a finandal Interesl'In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the product. END OF REPORT TBP14001.3 FL12328-117 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4/28/2017 Florida Building Code Online 8CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Scats h Facts I Publications I FBC Staff i BCIS Site Map I Links I Search r Product Approval I USE0.: Public UserI: I Product Approval Menu > Product or Aoplintion Search > Application Llst > Application Detail f ram: t? tty FL # FL5444-R10 U Application Type Revision I' Code Version 2014 Application Status Approved Comments I i Archlved Product Manufacturer CertainTeed Corporatton-Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 I ,,• mark.d.harncr@saint-gobaln.com rL: Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobaln.com Quality Assurance Representative Address/Phone/Email Category Roofing t Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 11r J Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 03/09/2020 i .. Validated By John W. Knezevich, PE j . Validation Checklist - Hardcopy Received I Certificate of Independence FL5444 R10 COI 2016 01 COI Nleminen.pdf t Referenced Standard and Year (of Standard) Standard G' ASTM D3161, Class F C ASTM D3462 ASTM 07158, Class H Equivalence of Product Standards Certified Byr Sections from the Code https:/twww.Uoridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCJinUeXw7ibKvlUzOW4hL8wa/o3d*/*3d Year 2009 2009 2008 1 /2 4/28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 Summary - - of Pr - - oductsY. FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Umits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Umits of Use FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asohalt Shingle FL5444-R10,pdf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 RIO AE 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-1110.0f Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8S0-487-184 The State of Florida Is an ANEW employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessiblli-,y 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 office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(I), 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 apersonaladdress, please provide the Department with an email address which can be made available to the pudic. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approva l Accepts: Ra M Credit .d Safe securityMETRlcs• https:Nwww.floridabuilding.org/pr/pr app_ d.aspx?param=wGEVXQwtDgtahlgO7CSsoycOr128CcpCJinUeXwTiibKvIUzOW4hL8w%3d%3d 2/2 EXTERIOR RESEARCH & DESIGN, LLC. RINI certificate ofAuthorization N9503 353 CHRISTIAN STREET, UNIT #13 1 1 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FL5444-R10 Malvern, PA 19355 Date of Issuance: 09/22/2005 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 "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 Registratlon No. 59166, Florida DCA ANE1983 t ' ,, +roe ice;+.• The facsimile seal appearhsj was authorized by Robert Nlernlnen. P.E. on 22M/2016. This does not serve as an electrordcally signed document. Signed, sealed hardcoples have been transndtted to the Product Approval Adminlstratcr 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. 1 TRINITY i ERD ROOFING SYSTEMS EVALUATION: 1. 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 51h 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. STANDARDS: Section Pro a Standard Year 1507.2.5, 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 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM 03161 OSNK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 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 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization 09503 FBC NON•HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 f• i J J TRINITY f ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XTI 25, XT` 30 and XT' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia", Belmont'", Carriage House Shangle*, Grand Manor Shanglem, Landmark", Landmark'" IR, Landmark'" Pro, Landmark" Premium, Landmark'" TL, Landmark'" Solarls 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 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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use 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: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V„ It = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use In wind zones up to Vaad = 150 mph (V„ It = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis In accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (FT) at a maximum design wind speed Of Va,d = 150 mph (V„Ir = 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 Design, I.I.C. Evaluation Report 3532.09.05-R11 Certgkote of AuthortroNon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 TRINITY I ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 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. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1S07.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20", XT'" 25, XT'--36, XTr" 30 IR: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mm) --(305 mm) (305 mm) 1"(25mm) — Sealantlant Ll (25 mrfi) - 5 s/a" (1 45 mm) S i&,lot Abnroad plant T METRIC T 131/8', — 131/8" — 131/8" — I"(25 mm) Sealant 1" (25 mm) I . --- —I-- t -- 6 rA.. T Figura 11-3: UsefournaUsforcaeryJWsbbrgla STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figura 11-4). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. I Rooting Cement Apply 1" (25 rran)'spols of isphall rooting canmt under each tab corner. Figura 11-4: Use four nails and six spots q(asphall mutant on step skpas CALITIOtN. Excessive use of rooting cement can cause shingles to blisler. Hip & Ridkye for CT20—, X" 25, XT"" 30, XT"" 301R: Cut Shingles 2bV. mm I It,l 2"(50nm)Rempwe`_ I t 11 rs t_ + t2.. Cap Cap ap 305Imm) Shingle Shingle ingle l Figure 11-24.- Od fobs, them tries back to ranks cap sbing/at 1teflsb dinmmulons shown). t5` 1 12^ (365 ran) 025 ram) `;; s ae3 voml Figure 11-25: Installation of caps along the bgps and ridgm. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NPI " adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Certificate of Authartration #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444-R 10 Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 1^ Jr J TRINITY I ERD ARCADIA'"'t LOW AND STANDARD SLOPE STEEP SLOPE Use SR nails (nr even full shingle located ;1> shnnat below. 51t nails and Fouls spots of asphalt moftng cement for everyfull shingle as shown below. Apply asphalt run6ng cement I'(2i nlm) from edge of shingle. Asphalt ronftug cemc•ut meeting ASMI D 4586 14pe II is suggested. I' ( a:, am) 1' 17., miry — t r1 LLa xx1 ttullW _ 1' m n-nl 1' la inn) Figure P: Gse six urtils j,r rt.crr fid1 sGG"gla. Fl; ror:$ hro sic ,Writs and fr,ur spots of aspbult rtm/ ing cement on ale ty) slupos. Hip & Ridge 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 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" NP3'"" 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 Y. 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. S. 112' f 2J0 m I 3 m) xpo' uta r Hand - sealing adhesive 4° 1/ 4" 314" —+• 1° Dab of asphalt cement between — T„ shinglelayersExterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization 09503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page S of 12 J TRINITY I 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 Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing t cement 1" (25mm) from edge of shingle. a laa See below. Asphalt roofing cement meeting rwnrWn,j ASTA. D4586 Type II is suggested. spa' ne R,t LA A a 5+e' r,r,, 0 Add;dmil mils d mPrimd. Iry 5+3•(ldaml I • f15 r:an----..• ••-...— fioolinq Ct m 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 Figure 17.18.• Sbanr;lee Ridge. 18' Exposure Remove tape from the right side 1' and fasten SECOND Fasten the left side R5/8 / RIGHT FIRST LEFT rigure 17-19: lnslaRallon oj,Sbanglc® Rldga sbingles on blps and rldgm. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S•R11 Cerdykate olAuthorkaaon a9503 FBC NON-HVHZ EVALUATION F1.5444•1110 Revision 11: 12/09/2016 Page 6 of 22 6.7 6.7.1 6.8 CARRIAGE HOUSE $HANDLE® AND GRAND MANOR SHANGLEm: LOW AND ticrp clnpr STANDARD'SLOPE lsae five nails for every full slutn;Je. fl5mm) (251nim) F- 5/6" 8 !8 16 nwn) (220 mti ) 11111 1 . i - , Li -1. ngum 17-1: the fliv nails jar mi rp full GrdnAdlanor Shan gle, Crnrleir Ilona Sbdngle. or P.entennlal Shile. 1-. TRII IITY ERD use seven nails mid three s(xns of w phalt roofing rearm for em-q fill Grand \1:utor Shangle. Usr five nuiLs and Ihrrr: spots of aspliull raifing ci mem for ever} full Carriage Iloase Simogle and Centemilal Slam. Appl) zphalt tunftng cement 1- (25 nun) from alge of shinglc flgury 17_S). Asplydt naflug cement nicwling A4r31 I)•1.51t61}lxr II Is suggc71c11. 0 1101, 10'001um,mm 18mm111` `. 1 t.. r25mm) 17gunt 17-5. 1Fben ualydling Grind ,lhrudr Sbmrgles orr sterp .dopes. we saren rails and Move spurt ofatplurll mrfing Cement. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 1 .1.. LANDMARK 0. LANDMARK'"" IR, LANDMARKTm PRO, LANDMARK*T"PREMIUM, LANDMARK'" TU, LANDMARK''" SOLARIS, LANDMARK'"" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314" 12" 1--(305 mm)- --(375 mm)—--(305 mm)- I" (25 mn1) Rclmse Tape 1" (25 mm)-" Nailablo Aroa LANDMARK TL NorthGate: 131h" 13" 13t/2" 343 mrn)- --(330 mm)-- --(343 mm)-j I--1" (25 mm) 1" (25 nun) -I 0gure 1.1.4: ! r four mails for emi)-frill sblrrgle. WDE WAS MEA IT 14YV 305 mm) + 1375 mm) Y 305 mm) -I r (25 ma) rppc nallno aavr nail Ice r ( 1 Nang smas for low and standard slopos (f:om 2:12 to 21:121 Nal betmairn up(:er 61,2wq:Ines ers t1mm 6rm. Exterior Research and Design, I.I.C. CerrIftate oJAuthorizarlon N9503 FBC NON-HVH2 EVALUATION Evaluation Report 3532.09.05-1111 FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of zph:lt roofing cemnu for every fall laminatedmated shingle. See belong. Asplrall roofing cement should meet 6ti1',M D45861Vpe 11. Apply I- spots of asphalt roofing cement uncle e-ach corner and ad ;dwtu 12' to 13" in from euclt edge. METRIC DIMENSIONS 12"— 305 mm) Nail Area_i_ For Sleep 25lnm) {---- 14a/4"-- -- I7'-- 315 mm) (305 mm) lease Tape I"(25 mm) Cement STEEP SLOPE NAILING AREA I I" 25 nun; TRINITY I ERD LANDMARK TL 13'/2' 343 mm) 13" 330 mm) 131/2' 343 trim) i' 1 "(25 mni) i 1 "(25 mm) 1 —i F``l 25 mm) { Rooting'Cantmd_ Figure 13-5. Us0 skv nails artdfoar spots of arplmlt roof Ong cement on steep slopes. NorthGate: 12' 14-3ia' 12• 1„ 25 mm) Nailing areas for steep slopes (greater than 21:12) and "Storin-Nailing" Nail between lower 2 nail lines as sh=n above. 6.8.1 Hip & Ridge for Landmark', Landmark'" IR, Landmark" Pro, Landmark'" Premium Landmark'" TL Landmark'" Solaris, Landmark' Solarls IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge`" or NothGate Accessory 12' 305mm) (250 m) G'--t—G'— 415/1G'415i16 050mm) I (150mm) ( 125mm) (Mrnnn) Notch for Notch for Centering Centering 12' ) / 131/4') 305mm NotchesforAilpnmentt0 ( 337mm Notches forAlignmentto 5 the Top Edge of the Previous 7 the Top Edge of the Previous 7518, Capfor5'(125nm)F osure (t ) tntt tg6mm) English Dimension Metric Dlmenslon Shadow Ridge" Shadow Ridge"' Exterior Research and Design, I.I.C. Evaluadon Report 3532.09.0S-R11 Certificate of Authorization 09503 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 9 27i32' 250 m:u I'+16' 1125 our.} Certmit Fleteh 13 1ri337trm) Align th:se nntdlts tr. top 7 541 cdpc 1 1 1 (194 mrl) prirait4is cotitst NorthGate Ridge J 1 TRINITY 1 ERD 13 1/B" r----(333 min)— Bmm) 16BmmA Can tering 131/4' Notch Al 337 mm) thoso notches to top 7 5/9 19mrn) edge of I previous course. V NorthGate Accessory 3p5mm) Laying Notch I It figure 13-20.- Use laying nokLw to emler "sbinglca on Gips and. ridges, and to locale the correct exposura For ASTM D3161, Class F performance use BASF "SonolasticO 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, U.C. Evaluation Report 3532.09.05-11111 Cert1ficate ofAuthorltatlon 09503 FBC NON-HVHZ EVALUATION FL5444•R10 Revision 11: 12/08/2016 Page 9 of 12 TRINITY (ERD 6.9 PRESIDENTIAL SHAKE", PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TL'", PRESIDENTIAL SOLARISTM LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt rooting cement under each shingle tab. After applying 5 nails in between die nailing guide Wies, apply 4 nails 1' Nalfrig lam— 40' ' above tab cutouts making certain tabs of overlying shingle corer palls. Guldc Uno& (1016 Mm) 5 1 ni — Mun)1 (362 mm) NOTE: Apply nails on painted guideline. 1 Figure 16--6- Fastening PResiden&I and Presidential T1 Shake shingles on low and standard slopes I 1' diameter asphalt roofing cement Figuiv 16-7: Faateming Presh*ntlal and Presidenllal M Shahe shingles on steep slopes. 6.9.1 Hip 8t Ridge for Presidential Shaker". Presidential Shaker" IR, Presidential Shake TV". Presidential Solarisr"• 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 diail 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners'must be 13/4' long or longer, so they penetrate. either 3 4' Into the deck or completely through the deck. Presidential accessory comes In.Iwo different sizes: Accessory produced in Blrminghatn,.AL•is 12' x 12"; Portland, OR produces-97/8- x I P/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NPlr"" 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 HATTERAS'": i LOR STANDARD AND STEEP SLOPE: r r-- —Y' I (27llrtnn) I i'JMnnnl I (rtOnm) (7Jaemtl I r'lgun• ISd: fanrning llallem .01%,Gs as Lorr and Mandanl Mope" ror line and nanthal dopes, use Gte nails for each fug Ilattenu sliingfe. as Anmit plane. firrrn• is. v huh -of; uourms SNq k' na .P4rp Vold For nn:p dnpoN use fee nails and clgtu .qra+ ni aspfuli roofing ccrncin fm each Intl Il MUS sbbtglo u AMU tJsme. Apply I- u5mm) Ihn.eic, spra; of rimaej ceurm (mrm n 45E6-qpc II wiggwan uudff rich tab ratnLT. frw shinee Into place: do not CSPDSC CCrnCUL CairrioN: rw murk nmrinh cliniia om ntusc• shtuglrs to blister. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rll Certificate o/Authorisation N9503 FBC NON-MVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras": 6.10.1.1 Option 1: Accessory for Hatteras 4 Figure 15-14: 18 three-piece units separate to make 54 Hatteras Accessory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles g.,-- 230IT I I y I 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Ptgure'15-20: Cut Hatteras sbing1m to niake cover cap. r- •, I TRINITY I ERD g`er 460 Mir) --`' go ti I203mm11 ___r 5 d Ftgure-15-21: Installation of caps along hips and ridRw. 6.10.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic• NPS'"" adhesive or Henkel "PLo Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'", HIGHLAND SLATE'.''" IR: + _: LOW AND STANDARD SLOPE: STEEP SLOPE: 1•— iA-0 r— R+o...l r— tr0.4 r00-0 aS u.y osl...l t wrtN1.wj Ili 00d rl0utn axnm,Ihronab 1'(73 mn) I W ow ern W COMA Y dvm" . Ffgunu 1I.3: Uso FIFE nulls for evvy /NgWarul Shia sMigla Ilse FIVE nails and RICIIT spots of osphalt roofingcement• for each full Highland Slate shingle. For btlatni-0ade, SIX naUs are required. Apply I- dlameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type 0 Is suggested. r r yy.n10>a.J T.r (na.-.p+- I LIT IAan: Dotirp.Gu rpsmml a"1"'"1 SIXml1 (crab , r, furl Id owr o.ntlr aaarerawy -- Raollra Camara F/ guro ll-JA: Uso FIVE nalh and efgbt spok of aspballroofing cwuplt arderemcb rub corner. CAUflON: liccesslve use of roofing cemetiI can cause shingles to bliVer. 6. 11.1 Hip & Ridge for Highland Slater", Highland SlateTM' III: 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-Rll Certilkate ofAuthorization N9503 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 11 of 12 TRINITYERD 6.12 PATRIOT• LOW AND STANDARD SLOPE STEEP SLOPE Use 1:01 R nAls for cvcly Gdl shingle Icualed as sliown bclo%v. Sailanl SAT VC3mn) I I Ir}1.7_ inr rl marl pmni Lac FOIIR nails :rnd four slxns of asphalt roofing remenl for crery full shingle as shown helua: Asplmlt nxtfing cemeol weeling WNW 114586 Type II Ls sug-usled. Apply 1'(2i nnu) sixils of a.%ph:Al rm ing ccancnt :u shon'n. CAUIUM: Excessive use of roofing reniml can rutse shingles to hlisu'r. I `- Hacting cement 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 1S07.2.7.1 / 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 QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC-QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization H9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 EXTERIOR RESEARCH & DESIGN, LLC. 4 h Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 TRINITY i ERD OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FL5444-R30 Malvern, PA 19355 Date of Issuance: 09/22/2005 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 5th 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. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/03/2016. This does net serve as an electronically signed document. Signed, sealed hardeoples have been transmitted to the Product Apprml Admmhtnter 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. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. 5. This is a building code evaluation. Neither 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. J TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. 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 51h 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, 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: Ent! Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL[TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9G28) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 478719S678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM 07158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, U.C. Evaluation Report3532.09.05-R11 Certificate of authortcat/on a95o3 F13C NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 I 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 Shanglem, Grand Manor Shangle*, Landmark'", LandmarkTM IR, LandmarkTM' Pro, Landmark" Premium, Landmark" TL, landmark— Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot— is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge'", Cedar Crestm, Cedar Crestm 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: S.1 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. 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: S.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM D3161, 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„I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use in wind zones up to V,sd = 150 mph (V„l, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris`") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V,sd = 150 mph (V"It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 J TRINITY' 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 61G20-3, per FBC Sections 1S07.2.3, 1507.2.4 or R905.2.3. 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20"4, XT_" 25, XT"" 30, XTfm 30 IR: ; , '.::.' ' LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mn)- (305 nm) (305 nn) f+ 1"(25mm) 11ant 1"(25mm) - 5 $/a" (1 45 mm) 5 r/1"pb&rnooTd T METRIC 131/8" 131/e" + 13rle" 1"(25 mm) Sealant 1" (25 mm) ( 6 I /C T Flgunv 11-3. Use four nails for a4vty full sbingle. STEEP SLOPE Use four nails and six spots of asphalt rooting cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D45-46 Type 11 Is suggested. t _ _ Rooting Cement Apply 1"(25 mtt) spots of asphalt roofing cement undor each tab corner. Flgnm 11 4: Usefour oa0s and six spins ofaspball awitent on'sleep slopes CAUTION: Excessive use or roofing cement can cause shingles to blister. Hip & Ridge for CT20". XT'" 25, XT'" 30, XT" 30 IR: Cut Shingles 1"-1 - -1 2" (50 nun) Remove25mm) I .r it f 12.. CapCap Cap'mm) ShingleShingle Shingle —IL Ftguro I 1-24: Oil tabs, lben lrlus back to nsake cap sbM#m Englisb dlnuaulons sbornr). 5"— 2"(305mm)--0i Fad 125 mm) t,lt; shin Figure 11.25: lnslallatlon of caps along The hips and rh( m, 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization99Se3 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 AR. ADIA`": LOW AND STANDARD SLOPE STEEP SLOPE Usc SIX nails for even• full shingle located ;Is shown hclow III O Liu NilI ' Nall Lira Figure l: &- a six nails for ercp• f dl .vbMgh;. TRINITY I ERD Usc SIX nails ;old FOIIIt 81101s Of aspheh 10011119 a•ulent for e% m full shingle as;hwvu betmv.,tpplg asphalt roofing, cmient I"(25 null) from edge of shingle. Asplcdl roofing cement nteckg :15T11 D g586 Type 11 is so`gemcd. Hip & Ridge for Arcadia—: Cedar Crest", Cedar Crest— IR c u ,•ta anl Figure• 3: Ltsu sA nails and frarr spols of aspball wY gag cc,neul on sleep slopes. Use two (2), minimum 1Y.-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic' NP3'"" adhesive or Henkel "PL° 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 Y4 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 #9S03 FBC NON-HVH2 EVALUATION Hand-se/alling adhesive 4- 1l4" — 3f4" — ll I+— Lj 1' Dab of asphalt cement between shingle layers Evaluation Report 3532.09.05-R11 FL5444-RIO Revision 11: 12/08/2016 Page S of 12 TRINITY + ERD 6.6 BELMONTt": Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement"" for every full located as shown below Belmont shingle. Apply asphalt roofing cement t" (25mm) from edge of shingle. or Ira. 11n'ISee below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. Ir--1'1:5mrc) / t'r75mrtJ—"'I o Add,tiarul mils d rt lire! f S+ B' ;IB rmrtl 6. 6.1 Hip & Ridge for Belmontm: 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 Figure 17-18: S'hangle° Ridge. 18• Exposure Remove tape from the right side 1' T f 8• and fasten j ECO,VD Fasten the1 left side 85 s RIGHT FIRST LEFT Figure 17-19: Inslallnlion o/'SbanglaO Ridge sbingles on bips and ridges. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NPlr"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 61W 221 rem1 i Exterior Research and Oesign, U.C. Evaluation Report 353I.09.05-R11 Certificate oJAuthorkation #9S03 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: - LOW AND STEEP SLOPE STANDARD SLOPE Use rave ttai6 for every full Shangle. 25 mm) SN 95/B" 16 111m) 1 pkklm mmwj 1. t Z I i Figure 17-•1: 11mi jbo naltr far et tm), fall 6)and,1aa1;r,5hnag1r, Garrbrge 1lonse Sbaagle. w• Cenleunial Stale. TRINITY'ERD LNe, seven nods mid three spots of asphalt ntufrng cement for every fill Grund Manor Shanoe. lla- five nails and tire: spots of asphall rotAing cement for every full Carriage Ilnase 5hamgle and Cemennial Slate. Apply a phall mo(ng cement I' (2i mm) from edge of shingle Pltary 17.5). Asphalt morrng cement mm.ting ASDII IA586 T11w II Is suggeved. mg PAPM.P. P0, I " Emm ®r - 16 mm) Figum 17-5. Ors iasl(dlbrg b'mnd.VancrSbangbs nnslerp.dolvw. ocr sewn eailr nerd Ibme spots rdnspGdl mrflug unreal. Hip & Ridge for Carriage House Shangle• and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK'-; LANDMARK'" lR; LANDMARK"'. PRO, LANDMARK'' PREMIUM, LANDMARK'"" TL, LANDMARK"" SOLAWI LANDMARK'm SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12' 143/4" 12" 1--005 mm)----(375 mm)- r--(305 mm)--{ 1 I--1"(25 mat) Release Tape 1" (25 mnt)I f t Nailablo- . Ater LANDMARK TL NorthGate: 13t/2" 13" 131/2" 343 mm)- ---(330 mm)-- --(343 mm)--1 I-I ' (25 mm) 1" (25 mm) Fignm I.I t4: 1::st• four nulls for e mq• frill sbingle. irk W014G AREA Ir 1.314, 305 mm) (375 mm) 2' 3D5 mm) —I N a Ing L[mts 1' (25 mm) ower opernillno ni'I in f (25mm)— - No Iing areas for low and standard elopes (Lam 7:12 to 21:12) Nal oatusn ult+st d Irma Ines as Floss) atarn. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rll Certificate of Authorization 09503 FBC NON-HVHZ EVALUATION r FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails ;mil four spots of asphalt roofng cement for every full huuin;ued shingle. See helow. Asphalt roofing cement should meel ASTM D45861111)e it. Apply I" spots of asphak roofing cement uncle each comer and at ahoul 12' to 13' In from ettclt e(lge. METRIC DIMENSIONS 12:'— 305 mm) Nail Area-[ I — For Sicep"' 25mm)---- 143/4"-- w-1P"—. 375 mm) (305 mm) seaseTaoe l"(25mm)-- I ing Cement I__I j TRINITY I ERD LANDMARK'TL 131/2" 13" 13112" 343 mm) (330 mm) (343 mm) i L 1"(25mm) 1"(25mm)---i I I 25mm) ---- (25mm) Roiling CemeN Figure' 13-5: Use six nails and four spots of aspbalt roq ing cement on steep slope& 25 mm; NorthGate: STEEP 12" 14-314" 12" SLOPE 305 mm)-- — (375 mm}-- —(305 n NAILING AREA I NeiGn tmits 1'( 25 mm) betw%e , eer 1'(25 mm; na mes. Nailing areas for cteep slopes (greater then 21:12) and " Storm•Nalling" Nall between lower 2 nail Tines as shown above. 6. 8.1 Hip & Ridge for Landmark'". Landmark'" IR, Landmark'" Pro, Landmark" Premium Landmark"' TL Landmark'" Solaris. Landmark'"" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 12' 97A' 305mm) ( 250 tn1 r I 6' ql5/ lli 4i5/1T— 150mm) ( 150mni) (125mm) (125mm) Notch for Centering 17 305rn Notches for Apgnmentto Top 7 theEdgeofthePreviousCap for 5' (125nun) Exposure 1 English Dimension Shadow Ridge'" t Notch for Centerint; 13V4' f 337mm) Notches for Alignment to 75/g the Top Edge of the Previous 196mm) Cap for55t8'(141mm)6cposure L \— I Metric Dimension Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 certificate of authorization a9503 FBC NON•HVH2 EVALUATION FL5444-R10 Revision 11: 12/09/2016 Page 8 of 12 6.8.1.2 6.8.1.3 9 27.C12.' 250 mur} 4 17/16' 021 rur.) carlaIng ftcb 13 ,14' 337 mm) \ Align th".se / rotchos to top 7 516' alpe nt (194 mm) psmipusctltirso I NorthGate Ridge TRINITY I ERD 13 1/8" 333 mm)-- 168 mm) (168 mm) Centering 131/4' ` No tch , , 337 mm) \Align Iheso11 notchos to top 7 5/8' edge of (1941 mm) previous course. 1 NorthGate Accessory Ir Laying Notch IFAA— ff Figure 13-20: Use laying notches to centor sb/ngGa on btps and. ridges, and to locate the cony:! aeposura For ASTM 03161, Class F performance use BASF "Sonolastic• NP11" 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,LLC. Evaluation Report 3532.09.05-R11 Certi lcate of Authortiatlon a9S03 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'm, PRESIDENTIAL SHAKE'"" IR, PRESIDENTIAL SHAKE TL'"', PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full'Presldentlal For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt rooting cement under each shingle tab. Alter applying S nails In between the rlaMng guide Ihhes, apply 4 nails 1' Nalling 1. 40" ' above lab cutouts making cerUln tabs of overlying sllhlgle cotter aids Guido Uncs (1016 mm) 133mm) 14 1/4' 1 I17. 38mn1) (362mm) • • • - _ 11 11. NOTE: Apply nails on painted guideline. Figure M-6: Fastening Pfas•4lentkrland Presidential ASbake V dlameler aspliall ruofiug cement sbntgles on Coro and standard slopes Ftgurn 16--7.• Fastening Presldentlal and Presidential M Sbake sbtngler on steep slopm 6. 9.1 Hip & Ridlae 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- teners. The fasteners *must be 13/4' long or longer, so they penetrate either 3/4"Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Blrmingham,. AL-Is 12''x 12'; Portland,_ OR produces,97/8' x 131/4' accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" 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 HATTERAS"'. LOW, STANDARD AND STEEP SLOPE: g—' --$r - 9 -- -g r(P3nnun) l nNl) (230nam) QMatm)l 230 mm) (2.A rem) (230 ann) (M mml r--( 15 rem) _ _ (2; mm)+I Y40 rem) a---- noolltlgContenl I rim. r s. r rn+Mai,rg lfnm+iv.,mW/r„m.vrrp.at.n L Me to, 1, sln(rti mt• fire nails and rlglu x(ru of nsph:dt roaring Figure ! Sea' %nr/rnlnk!lnnCrnt.Chlag/rs na crment for alrh lull listens shingle :u slaam ahotc .ygdy I' Lots aimf Imntnrrl Piaui 25mmI illauasrr pinx; of nmGng rrmnn (A\TV 0,15e63)jx 11 For Itn• and stanthvd slopes, use fire nails for each fall wi;r ed1l anther rit It cab coven: Pew sidaoL into idur, do ore Ilanerta shhlgle it; bituou abuts• rspnse Cowin. r: Aurift Tim nmch railing cmtpn out rams shingles to Mister. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R31 Cert1ficare oJAuthortrarlon a9503 FBC NON-HVHZ EVALUATION FL5444-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 Figutu 15-14.' 18 three-piece tmlts separate to make . 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles erg„ 230 mnl) I I y — — —I— — — 460mm) 181. 8 lr18" (460=m}r" E05ti a 203m Gap_ Cap Cap Cap Shingle Shingle Shingle Shingle 9 \ Figure 15-20. Cut Hatteras sbingles to snake cover cap. Figure 15-21: Installation of caps along hips and rddges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP3` adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'""; -HIGHLAND SLATE'."' IR: '. LOW AND STANDARD SLOPE: STEEP SLOPE: Ilse FnYi nails and EIGHT spots of asphalt roofing cement, (or each mom mo—I a=•. uaor fun Highland Slate shingle. For hf farm -Dade, SIX nails arc required. Apply I' diameter spots of asphalt cooling cement under each lab comer. Asphalt roofing cement meeting AS"IMD4586'lypclllssuggcstA 1n66-Dodt npWrw SIX MM i iWh buW60aW cNfO, NIDIJ L Ywnnl. Flgum II-.3.- esa FM path far every Ifig1dand .Vato sblirg4t r r spa wnFtxd. u 1 RS ml ara nNf Ycl ltl onrWu ' • Naen anr+l -- RoofMy Cemant F/grrrc 11-jA: We RYE halls and elgol spore of aep& IJ roong eoneau under ea h fab corner. CAUCION: ilrcesstre use of roofing cemenI can ruse shingles to blister. 6.11.1 Hip & Ridge for Highland SlateTM. Highland Slate"" IR: Refer to instructions herein for Cedar Crest", Cedar Crest' IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate otAurhoriratton 99503 FEIC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll F15444-R10 Revision 11: 12/08/2016 Page 11 of 12 J TRINITY I ERD 6.12 PATRIOT'": ' LOW AND STANDARD SLOPE STEEP SLOPE list- FOUR naik for uven• full shingle loaded as shoLvn klo%v. SDahn1 IISG m) I Ir Sllrsy IlUanl I1T1iGN Use FOUR RafLc :md four spots of asPhah rnrdlug cement for every full shiugle as mimeo Ilclo%v %mimit roofing moie t mceaq.%Kof 114586 type It is sug!soled. Apply 1'(25 nil) siwls of asplydt no riing Conoll ms shown. CAU11ON: Excessive use of rooting cuiumi can 41use shingles io blisler. R;11•--1175ary ------ i.GS— II:3ray I• Roanap ttmenl 6.12.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar Crestm, Cedar Crest'" IR, Shadow Ridge", NorthGate or Shangle Ridge" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 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 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, LLC. Evaluation Report 3532.09.05-Ril Certificate of Authorization M03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 4/28/2017 Florida Building Code Online r?sk, -Eh.-I s aCIS Home ! Log In I •User Registration I Hot Topics j Submit Surcharge ( Stats S Facts Publications v. i F = - sr• :r,•_r 01 a R(:-i` •tit •,y`;'L;` F• ``'" r1 •v: 'n_t,:-ter .- zt p•: r .1 1 C Product Approval R: PublUSEicUser Product Aooroval Menu > PP uct or Aodlration Search > Analicatlon Lm > Application Detail FL tl FL12194-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcollsinc. com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc. com Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Email Category Panel Walls Subcategory Soffits FBC Staff 1 BCIS Site Map I Links 1 Search Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Recelved Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC Q4 T4 Soffits.pdf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 https:// www.Uoridabuilding.org/pr/pr app dU.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMisX5GEO%2f1CXzYpyxA%3d%3d 112 4/28/2017 Florida Building Code Online Product Approval Method Method 1 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 Summary of Products_-. FL # 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 ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odfApprovedforuseoutsideHVHZ: 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.pdf 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 WEED 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please clickhero! . Product Approval Accepts: Credit• Safe SCCUI'1ty1,1IiTR1CS' httpsJ/www.floridabtdlding.orgfpr/pr_app_dtl.aspx?param=wGEVXOwtDquk24AUCa/g21EHMrNrkL4bysALEZSXMjsX5GEOg/o2f1CXzYpyxAa/g3da/g3d 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 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. In of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3I8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3I8" 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 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, installafion, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILSoffits 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 in2/1in.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. i• foss±* in +r vFxc in_smmrar i 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2Rin.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 State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. trtrrrrr G PFIY R. PRE,,,,, 2 015.0 8.2 7G'E.NS 07:05:00o74021N O'. STATE OF :tCl: _04t00 t O R 10\,, Zachary R. Priest, P.E. 021OtP, Organization NoAE964sENFloridaistration 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 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. 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— 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit— 16-inch o.c. Fastener Location l Fastener Location l ALCIS001 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 lr Fastener Fastener Location l 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 16J-# A proved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel gul I Approved 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 psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16- t40.0 24-inch o.c. inch head dia. trim nail spaced 36-Inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 1217-2 16-inch Wood crown staples In diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 244nch o.c and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max Masonry One (1) 14 ga. 5/8 inch long T nail Wood One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.0724nch dia. x min. 1/44nch 48 16-inch spaced 8-inch o.c. crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 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 1/24nch One (1) min 3144nch x One (1) min. 1 3/44nch long x 12J-1 Max. Wood staples in diamond long x 318-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 Jchannel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 124nch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x. 072-inch Max. Three (3) 18 ga.1/4-inch crown x 1 • 1-inch leg staples spaced max 0 diameter 16F-2 12-inch Wood inch leg staples in diamond patternWood 4-inch o.c. and securing each finishing nail+ with min. 3116- 53.3 spaced 16,4nch o.c. panel lap inch head spaced 12-Inch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/44nch x 0.072-inch dia. x min. 1/4- 27 164nch spaced 244nch o.c. crown staple spaced 84nch 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 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.316inchspaced8incho.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. 164nch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems -for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 314-inch 16J-1 Max. Wood Crown staples in diamond pattern Wed One (1) min 3/4-inch x 114-Inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 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 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 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 14nch raker with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- wood leg 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 164nch 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 x 1-inch leg Nominal, 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 001 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.0724nch 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 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail raker with one Wood leg staples spaced 8- spaced finishing nail with min. 76.6 spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch 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. NCREEKTECHNICALSERVICES, 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 a12-inch o.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 0.072-inch diameter 24F4 16-inch 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. 1.75-inch inch o.c. and securinga 3/16-inch head spaced spaced 16-inch o.c shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c finishing finishing nail with min. head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. searing 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 searing 3/16-inch head spaced 164nch o.c. inch ring shank x 0.072-inch 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 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. scaring 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- nch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch Inch o.c. and searing 3116-inch 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. 3/16-inch head spaced 4-inch o.c. ALC15001 FL121944-R3 6of7 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-Inch Nominal 1x2 min. 2.25-inch x 7d crown x 1-inch leg No.2 SYP Three (3) 18 ring shank nail strai ht-nailed throw h99 staples spaced One (1) min. 1.75-inch anchored to ga.1/flinch crown the rafter into the and 12-Inch o.c. severing each panel lap One (1) 18 ga. '/.- x 0.072-inch diameter 24J-1 Max rafter with one x 1-inch leg of the batten or two (2) Wood inch Crown x 1-inch finishing nail with min. 60 12-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75-inch leg staples spaced 3/16-Inch heads acedp inch x 7d ring pattern spaced 16- ring shank nails toe x 0.072 inch diameter 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side of finishing nail with min. 24-inch o.c. the batten at each 3/16-Inch head spaced batten/rafter 4-inch o.c. Intersection. Max. rafter spacing Is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/44nch Nominal 1x2 min. 2.25-inch x 7d r"m9 shank nail crown x 14nch leg No.2 SYP Three (3) 18 straight -nailed throughg staples spaced One (1) 18 ga. %- One (1) min. 1.75-inchanchoredtoga.1/4-inch crown the rafter into the end securinc. 124nch o.g each panel lap inch crown x 1-inch x 0.072-inch diameter 24J-2 Max rafter with one x 14nch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 53.316-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75 inch 8-inch o.c. and 3/16-inch heads acedpinchx7dringpatternspaced16- ring shank nails too- x 0.072-inch diameter securing each panel 164nch O.C. shank nail inch O.C. nailed on either side of finishing nail with min. lap 24-inch O.C. the batten at each 3/16-inch head spaced battr 4- inch o.c. intersection. Max. intersection. 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 nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. E CREED TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Mn. 2/e' heed die. nail Wick min. ?,. bnyogamint(`or wood subacrace7 or min. 9.0971 die. T-nail or =tub nail with min. 5!V engegemenclfor concrete oi-.bLxl: eubscra,al. vpaced as noted shove. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I I II \—"F"CHOFFITANNEL OVERHANG WIDTH VARIES) 12F-3 wocd, conc-- or 61 _cY k FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #TSO 8" X 3/8" STAPLE 1.6" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. S 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. GREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n SOFFIT STAPLE OPEN RAFTER ,` 3/4• x 1/4' 'L DIAMOND PATTERN I t 'DETAILCam, STAPLES , USING A D oND ` v'' WTVEEir sr nes PATTERN FACIA BOARD FASCIA CAP 12 F-2 FACIA BOARD 1-3 3/4- X 1/4- CROWNJS.S. 8' r-F- STAPLE ON CENTER 1-3/4' TRUd NAIL PAIN CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- raa^• 12-inch spar WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALCIS001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation'Detail OPEN RAFTER ii 1 ` W; SOFFIT STAPLE asr DIAMOND PATTERN DETAILUFACIABOARDJvrnI sr,viirrveecs 3/ 4' X 1/4- CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN l FASCIA CAP 12J- 1 Li 3/ 4' X 1/4- CROWNJS.S. STAPLE ' 8' ON CENTER 1 P FACIA BOARD CHANNEL 1-3/4' TRIM NAIL acre• sed to soffit with oretli 0 x PAINTED S.S. 48' FASCIA CAP 1/ 2" x 3/8' bead diameter screw, D. C. 3/ 4' X 1/4' 16" c.c. CROWN STAPLE SOFFIT — row. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail J/jjJJ 1 f' TRIM NAIL / II FASCIA BOARD PAL4TE0 SS. I I FASCIA CAP SOFFIT j 1',4' CROWN STAPLE OPEN RAFTERI I FASCIA BOARD 16F-1 SOFFIT & FASCIA 1617-5 DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA t' CHANNEL--,---' HANNEL DETAIL i SOFFIT: MAX. 16" SPAN MASONRY) J SUBSTRATE 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Flan. 3!8" head dia. nail with min. 1LI' snyagomenc(.`or y.,001 substrata} or min. 0.097" dia. T-nail -,r star• rail with min. 5/3" .nSagecnentj-;or concrete or block substrate), apaca d as noted abova. FASCIA SLIP BOARD FASCIA TRIM F" SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 CHANNEL wail, 7,znczota or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 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, n,4 `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4- x 1/4• DETAILCROWNSTAPLES USING A DwMONO 1 3/ir Ntrverr, sr ts PATTERN FACIA BOARD i FASCIA CAP 16F-4 FACIA BOARD 1 3/4• X 1/4- CROWNJS.15. 8" STAPLE ON CENTER 1-3/4- TRIM NAIL P F CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE O.C. ANNAIUNGFLANGE UP OR 3/4- x I /+- DOWN CROWN STAPLE SOFFIT-ntax•=6-iiich span WOOD SOFFIT SUBSTRATE 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 assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i- TRIM HAIL I FASCIA BOARD PAINTED S S. J FASCIA CAP SOFFIT t'q- CROWN STAPLE OPEN RAFTER FASCIA BOARD I-)i' CROWN STAPLES SOFFIT & FASCIA USING A 0 APIO:ID 16F-2 8 PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT t FASCIA F' CHANNEL DETAIL 8• 3/8 SOFFIT; MAX it' SPA4 H SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALClSO01 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. PM CREEK TECHNICAL SERVICES. LLC 16J-1 No. Installation Detail OPEN RAFTER 3/4 X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM NAIL PAINTED S.S. 48" O.C. SOFFIT —max. to -inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B sT , SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD k I DETAIL nw s i k i ASCU CAP 1 3/4- X 1/4- CROWN FACIA BOARD STAPLE "5' ON CENPAINTE TER TRIM NAIL PANTED S.S. 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' 1RO1 NAIL FASCIA BOARD PAINTED S.S. 1 1-r- CROWN I FASCIA [AP STAPLES SOFFIT USING A DIAMOND IIPATTERN: REFER Co 1'4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 Z' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT L FASCIA DETAIL 24F-1 & t 24F4 r11' EROWIt STAPLE - FASCIA CAP; REFER TO SOFFIT t FASCIA OETAL SYP Rfters 3/9 Batten AnInoreo to SOFFIT; MAX. 24" F-CHA11NEl withRestersrttn one Id I Ring Shank 4aO a1 eery Ratter 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. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f' TRIM MAIL FASCIA BOARO PAWT£0 S.S. II 1." SMOOTH SHANK I I l—fA5(IA (APROOFMALLSSOFFIT 1'.!' CROWN STAPLE 1 t' TR0 NAL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I I'.t (ROMN STAPLE I FASCIA P. REFER TO SDFFIT i FASCIA D£TAL Nocbal Pat" S'P Batten Anchored to SOFFIT: MAX 24' F-UTANNEL Raller5 rith an M Ring Shank Mad at every Ratter MOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' 1RO7 NAIL FASCIA 8000 PAINTED SS 1 IWA T-NAILS I I FASCIA CAP SOFfIT CROWN STAPLE I I I- TRVI NAIL FASCIA BCARO PAOrTEO S,S SOFFIT & FASCIA 24F-3 & II I DETAIL 24F-6 f 11--j- ("MN STAPLE FASCIA CAP; REFER t 10 SOfFIT i FASM I OETAIL Noo,wl PA2' SYP Batten Anrhoreo to SOFFIT, MAX. 7L' F•CNARNEL ' Rafters riIh we 7d Ring Shank Nail at i I every Ratter HASONRY ALCIS001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIMRAIL FASCIA BOARD PAWYEO SS. 1* 4' CROWN FASCIA CAP STAPLES SOFFIT USIRG A DIAMOND PATTERN: REFER TO t"rF' CROWN STAPLE SOFFIT STAPLE CANTILEVERED RAFTER DIAMONO PATTERN DETAC - FASCIA BOARD I { NAIL SOFFIT & FASCIA TRIM PAINTED S.S. ' DETAIL 24J- 1 & 1-4- CROWN STAPLE 24J 2 I FASCIA CAP; REFER TOL FASCIA DETAIL / \ 3. rJamT]; f" a? SYP ba11eM B acatriee balvaen n'era and SOFFIT; MAX. 74" ( 3/B'1 J-ENANNEI - ecurec ern one (I1 70 ring I anank r: W SltalpnLna0GO uUmign I' he rafter Inlo Ind enc WOOD SUBSTRATE of the ba-.en or two (2) 70 rin9 sliank naEa tcernalac an \ / era..• OCe of the Denem al Ure ballenlraffer m: enecllon / i SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194- R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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, 11, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V 1t 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 1of4 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' Ile f ft Basic Wind Speed m h 120 130 '. 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 Enclosed 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) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 1 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 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 5050 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 1 24.3 27.1 30.0 5 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 1 31.3 1 34.7 60 13.1 15.4 17.8 20.5 1 23.3 26.3 29.5 1 32.9 1 36.4 ALC 15001 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. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits, in Exposure C. Building Type Zone Mean HeightRoofft Basic Wind Speed mph). 120.' 130' 140 150 160 170 180 190 200 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 Enclosed 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 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 Enclosed 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 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 1 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 1 48.4 ALC15001 FL12194-R3 3of4 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. a CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n'Wind Pressures for Soffits in Exposure D Building. Type Zone Mean Roof Hei htft Basic Wind Speed rn h 120 130 140 150. 160 170 180 1.90 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 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 Enclosed 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 60.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.B 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 1 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 1 23.0 1 26.7 30.6 34.8 39.3 44.1 1 49.1 54.4 60 20.2 1 23.7 1 27.5 31.6 35.9 40.5 45.4 1 50.6 56.1 ALC15001 FL12194-R3 4of4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" r _ r 1/8' HEM 1 5/8- } T 3/8' ISOMETRIC VIEW 3/13- PROFILE ISOMETRIC VIEW 3/E- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALG15001 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 Fascia 3/4"' 1/8" HEM 1/4" I 3/8" 6"FASCIA 7" BLANK ALC15001 FL12194-R3 ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D 2of4 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 TW. 25 TYP. 0.125 T1P. a oao oaaoo— I oaoo o aooao I oa0000 ooaoo Of LQMR PArMNN IFIR- Sr cl LOWERS rMdo) IN SWE 07RWWN AS WS, ALUMINUM COILS, INC Soffits Appendix D ALClSO01 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 5/16" N 1/2' 1/2" 1/2" 1/1" 1/2" ` 13.75" BLANK 3/8" PROFILE 2.625 REF. 53 TYR 25 TYP. M25 rYF. ALUMINUM COILS, INC Soffits Appendix D o oaaao ooaoo, ooao ooao 0000 o . ooaoo YADf IILW4 PArtrbv M111 c_cun LOWERS rORLED IN SAME DREMON AS W-55, 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 rrotify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" 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 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 3I8" F-Channel Preformed nominal 0.016-Inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3I8" 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. ALUMINUM COILS, INCCREEKSoffits 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 in2/1in.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. IW FLft rrnIn_M u 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 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 State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Sorvicos, LLC of any product changes or quality assurance changes throughout the duration for which this report 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. p9., 2015.08.27 No 74021 " 07:05:00 STATE OF .tU_04f00lo 4 O R O P G Zachary R. Priest, P.E. ss • • C1 Florida Registration No. 74021 i, ;ONAj1 `% 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 undor Rule 6iG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout tho duration for which this roport 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 LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLAnoN section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 6. Unless otherwise specified, the Masonry substrate, shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 1 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 Location l I - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24J Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max One (1) min. 318-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-in Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16 40.0 24inch o.c. inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 114-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced B-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood One (1) min 3/4-Inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.0724nch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. crown staple spaced 8-inch o.c, 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel 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 112-inch One (1) min 314-inch x One (1) min. 1 3/44nch long x 12J 1 Max. W staples in diamond long x 3/8pach head diameter Wood 1/4-inch crown staple inch dia. x min. inch 4. 16-inch acepatternspaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- head spaced 64.2 inch connecting soffit to J-channel Inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Cdnnection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 253.3 12-inch spaced max. 8 inch o.c. 4 inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x Max Three (3) 18 ga.1/flinch crown x 1- Inch leg staples spaced max. I 0.072-inch diameter 16F-2 12-Inch Wood inch leg staples in diamond pattern Wood 4 nch o.c. and securing each finishing nail with min. 3/16- 53.3 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 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4 inch x 1/4-inch One (1) min. 1 3/4-Inch long 16F Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch•o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-Inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-Inch o.c. One (1) 18 ga. 114-inch crown x One (1) min. 1.75-inch x. 072-inch Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staples spaced 4- 0 diameter 16F-6 16-inch Wood inch leg staples in diamond patternWood inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced 16-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 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 16.11 Max. Wood crown staples in diamond patternWood One ( 1) min 3/4-inch x 1/44nch long x 0.072-inch dia. x 23.5 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 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 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 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0072-inch diameter 24F-1 12 inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shchinch ailshanknail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 164nch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80! 24F-3 12-inch Masonry inch long T nail rafter with one Wood lestaples spaced 8- gfinishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-Inch o.c. finishing nail with min, 3/ 16-inch head spaced 4- inch o.c. ALC15001 FL12194-R3 5 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F=Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3) 18 ga. 1A- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16 inch Wood leg staples in min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern iinch x 7d ringn One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail 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 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 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 16-inch o.c. inch ring shank x 0.072-inch 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 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch 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. 3/16-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 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.t/4-inch Nominal 1x2 min. 2.254nch x 7d ring shank nail crown x 1-inch leg Not SYP anchored to Three (3) 18 ga.1/4-inch crown straight -nailed through the rafter into the end staples acedPP 12 inch o.c. securing One (1) 18 ga. Y.- One (1) min. 1.751nch 24J_1 Max rafter with one x 1-inch leg of -the batten. or two (2) each panel lap Wood inch crown x 1-inch x 0.072-Inch diameter finishing nail with min. 60 12-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. leg staples spaced 3/16 inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- 9 diameterx0.o72-inch diameter 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side of finishing nail with min 24-inch O.C. the batten at each batterdrafter 3/16-inch head spaced Intersection. Max. 4-inch o.c. rafter spacing Is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/44nch Nominal 1x2 min. 225-Inch x 7d ring shank nail crown x 1-Inch leg No.2 SYP Three (3) 18 strai ht-nailed through9u9 staples spaced One ( o 18 ga. /.- One (1) min. 1.754nch anchored to ga.1/4-inch crown the rafter into the end 12 rnch o.c searing each panel lap inch crown X 1-inch x 0.072-inch diameter 24J-2 Max rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 53.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One (1) min. 1.75-inch 84nch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16 ring shank nails toe- e x 0.072-inch diameter securing each panel 16-Inch o.c. shank nail inch o.c. nailed finishing nail with min. lap 24-inch O.C. ateither51dhofthebattenateach batteNrafter 3/164nch head spaced Intersection. Max. 414nch 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 nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4 GREEN TECHNICAL SERVICES, LLC INSTALLATION ALUMINUM COILS, INC Soffits Appendix B 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. !/$* hand die_ nail with min. 1):" engagament(`.or woc.'. subetrace) or min. 0.6471 d1a. T-nail cr stub nail a :h m1r.. 51b" angag_ment(fnr concrete or k Lrk eub.tra: ) . ap—o d an noted abov e. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F 1 & 12F-3 F" CHANNEL wacd, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE T 16" O.C. f 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 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. MOM CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail nBErWEEN `% SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4- I DIAMOND PATTERN DETAILLve' CROWN sTAPLEs r USING A DIAMOND 1 DETVCENI PATTERN FACIA BOARD \ FASCIA CAP 12F-2 FACIA BOARD 1 3/4' X 1/4- CROWNJS.S. 8' STAPLE ON CENTERT:F- 1-3/4- TRIM NAJL P CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT- may-- 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 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 CREEK TECHNICAL SERVICES. LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4" CROWN STAPLE "24- ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B i f 3 r KtVM SOFFIT STAPLE f ' DIAMOND PATTERN DETAIL FACIA BOARO sr cs i i ASCIA CAP u 3/4' X 1/4" CROWN STAPLE "8' ON CENTER 1-3/4' TRIM NAIL J—CHANNEL 1-3/4' TRIM NAIL PAINTED S.S. screwed to soffit PI with onetli 08 x PAINTED S.S. 48" 1! 2" r VS" head O.C. diameter scresi, 16" C.C. WOOD OR BLOCK SUBSTRATE SOFFIT — max. 12-inch span SOFFIT FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEll TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail G( 1 t' TRIM NAIL /FASCIA BOARD PAL41E7 S.S. I FASCIA CAP i suFR 1'.1' CROWN STAPLE OPEN RAFTER FASCU BOARD ti eS _.R' iitST 16F-1 SOFFIT & FASCIA 16F-5 DETAIL f ASCIA CAP; REFER TO SOFFIT L FASCIA F' CHANNEL--"'- NANNcI DETAIL SOFFIT; r MAX. 16" SPAY MASOIIRY SUBSTRATE ALG15001 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 System No. Installation Detail Min. 3/5" hea9 di a. nail with min. 1!4" angagement!`or 6,1;3trate) or min. 0.097" d1a. T-nail or stub nail with min. 5/3' 6ncagement(fer concrata or :.lock substrate). spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, concrete or Block Well STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE T 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 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. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4' x 1/4• DETAILCROWNSTAPLES , 1 y„I 31W KTVED4 USING A DWIN0ND 1 — STAPLU r PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4" CROWN FACIA 80ARD 1-3/4" TRIM NAIL a" STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIACAP INSTALLED WITH THE o C NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT-irax. 16-inch star j WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALG15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I ?- TRIM NAIL !_,,FASCIABOARDFASCIA PAINTED S.S. f FASCIA CAP SOFFIT rR' CROWN STAPLE OPEN RAFTER j FASCIA BOARD 1"3f' CROWN STAPLES SOFFIT & FASCIA USCIG A DIAMOND DETAIL 16F-2 & PATTERN; REFER To, SOFFT STAPLE 1617-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT t FASCIA DETAIL 8 F' CHANNEL--""" HANNEL 3/8 SOFFIT; MAX, 16' 1 SPAN W SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 7of12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DuwOND PATTERN CHANNEL 1-3/4" TRIM NAILJ— PAINTED S.S. 48 O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B i 1 3/8; ocrWED.LES `, SOFFIT STAPLE 1 ' DIAMOND PATTERNI I FACIA BOARD '1 yr rrvto r ; DETAIL sriwus i FASCIA CAP f / 3/4' X 1/4' CROWN FACIA 80ARD STAPLE "B' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. 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. HCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I }' TRIM NAIL i FASCIA BOARD PAINTED S.S. ' r' CRONN STAPLES I I— FASCA CAP USING A OIAMWD SOFFIT PATTERN: REFER 10 1-.4- (TOWN STAPLE SOFFIT S1 AKE DIAMOND PA71ERS 1 DETAIL 1 I I- TRIM NAZI FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 124F-4 CROMR STAPLE FASCIA CAP, REFER TO SOFFIT t FASCIA DETAIL / Ne6nal r,r SrP -'' 3- \ F-CHANNEL I( L Gallen Afhoto . / 3/8 RaTlers r.we SOFFII; MAY1L'lh oa70 Rirq Shank Had al 1 WOOD SUBSTRATE eery Railer SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL A FASM BOARD PAINTED S.S. 14- SMOOTN SMANK II FASCIA CAP ROOF NAILS SOFFIT 1-4- CROWN STAPLE 1 t T 7114 NAIL FASCIA BOARD PAWTEO S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 CROWN SIA.'lE FASCIA UP; REFER TO SOFFIT t FASCIALIA, OETA0. Nominal I'R2' SYP Batten Anchored to SOFFIT: MAX. ZP F.CNANNEL Rafters with one td Ring Sh-k Mad AI every Rafter WOOD SUSSIAATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f- WALL FASCIA BOARD PAINTETE D $.5. i ILEA j" T-N AILS ,I FASCIA CAP SOFFIT 1'4" CROWN STAPLE 1 I' TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-3 & I i DETAIL 24 F-6 1"Q' CROWN STAPLE I FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL 1 Na2slal I.. PSYP Batten Anchored to SOFFIT; MAX. 2VF-CHANNEL Rafters rfth ore 7d Ring Shank Nan at every Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f- TRIM NAIL FASCIA BOARD AINTEO S.S. I-,J' CROWN .,—FASCIA (AP STAPLES USING A OIAMORO SOFFIT PATTERN: REFER TO CANTILEVERED 1 1-4 CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER OETAC FASCIA BOARD 1 SOFFIT & FASCIA I ?• ram NAIL PAMTEo S.S. DETAIL 24J-1 & r 1-.f' CROWN STAPLE 24J-2 — FASCIA CAP: REFER TO SOFFIT t FASCIA I CE7All / \ Nomura! 1' t 7 r EM and 1-(NANFEL wooed neCveen n'ea no SOFFIT; MA%. 7L- / 3 /8 satire.^ titan one 111 7n 11:n I _ moot 1.20 11rm;1`4 nadeo 1 hough Into me ene WOOD SUBSTRATE of :ne bato::en wa a*n n\ / drp stunt nnCs toe lauauec on eahe; sioo of me bar= tt tnt W:Iw7arler nIem"ta. / 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 wallsisoffits 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, Kd = 0.85 7. V„i, 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. M 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) 120 130 140 150 160 170 180 . 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 Enclosed 4 40 18.3 21.5 1 -24.9 28.6 32.5 36.7 1 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 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 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 4 40 11.7 13.8 16.0 18.3 20.8 23.5 1 26.4 29.4 32.5 Enclosed 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) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 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 Soffts in Exposure C Building Type Zone Mean HeR hoffft Basic Wind Speed mph) 120 T. 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 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 5 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 1 -69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 Enclosed 4 40 16.0 18.8 21.8 25.1 28.5 32.2 1 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) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 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 Design Wind Pressures for Soffit§ in, Exposure D Building Type Zone Mean Roof Heihtft Basic Wind Speed m h - 120 130 140 150 160 170 180 - 190 200. 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 4 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 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 1 -77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 1 30.7 34.7 38.9 43.3 48.0 4 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 1 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 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, installafion, recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 3/8" F-Channel 3/8" J-Channel 3/8" 3/4" — 1/8' HEM i 5/8" T fi 3/4- 1 ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/6' PROFILE 3/8' 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 fi1G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" 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. CREEIx TECHNICAL SERVICES, LLC 16" Q4 Soffit 25 T.P. 0'M T1P. 18' BLANK 3 / 8 PROFILE 2.625 REF. 50 7YR a 0000a aaoao- ooao o aaoo 0000 o ooa o W)r LOUVEk PArrr" (FL41 c^JI F1 0-mvm ro mm w swE (xmcrom As Bs) 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 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 12" T4 Soffit 31/8" 7/8" 31/8' 7/8" 5/16" \ 1/2' 1/2" 1/2" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TP. 25 'nP. ails TY..R. ALUMINUM COILS, INC Soffits Appendix D uluuuuu uoouu uuuuuu u .0 0 0 0 uuuuuu uuuuu WIDE LOW" PArrQRN ( n i CPu n MOWERS FORMED M SANE Dmcnom As Fm) 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. 4/28/2017 Florida Building Code Online 1 .: i' ,• .. ./, 1'L•XUStCdJ.i 1:.i1 .•:'Gf;`'IT-.'i4RIF'(Fr.` .(i:Cni lili BCIS Home Log In I User`Reglstratlon Hot Topics --Submit Surcharge Stats-6 Facts Publications FBC Staff BC1S Site Map Links I Search rforida Product ApprovalrUSER: Public User ProductApproval Menu > Product or Aoollratlon Search > Anolicatlon Lis[ > Application Detail a lal,-u•r a:L•• FL # F1-13192-114 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature r Technical Representative F ' Address/Phone/Email Quality Assurance Representative Address/ Phone/Email Category ff Subcategory Compliance Method t t j Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity I` Quality Assurance Contract Expiration Date f Validated By I James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng. zhu@jameshardie.com Pingsheng Zhu pingsheng, zhu@jameshardle.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardle.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng, zhu@jameshardle.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Ronald I. Ogawa PE- 24121 Intertek Testing Services NA, Inc. 01/ 01/2018 John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Independence PDF r L Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 I Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL13192 R4 Epuiv ASTM C1186 Eguivalencv Sioned.pdf httpsJ/ www.flaridabuilding.org/pr/pr ppp dU.aspc?param=wGE\/XQwtDoska/*2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA°/p3da/o3d 1/3 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.Ddf Impact Resistant: N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing odf FL13192 R4 H Install CemPlank Slding.odfDesignPressure: N/A Other: For use in HVHZ Install in accordance with NOA 15- FL13192 R4 II NOA 15-0122.04.Ddf 0122.04. Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.2 HardlePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 Il ER RIO-2553-15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192' R4 11 ER RIO-2557-15 Plank Shingle CMU.Ddf EL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.odfImpactResistant: N/A FL13192 R4 H Install HardlePlank Sidlno.Ddf . Design Pressure: N/A Other: For use In HVHZ Install in'accordance with NOA 15- FL13192 R4 H NOA 15-0122.04.odf 0122.04. Verified By: Intertek Testing Services NA Ltd." Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA 15-0122.04.odf " Created by Independent Third Party: Yes 13192.3 HardleShingle Individual Shingles fiber -cement Individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 II Install HardleShingle Siding.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straightedge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO-2555-15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant: N/A FL13192 R4 II Install HardleShingle Siding.Ddf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. i Other: Created by Independent Thfrd.Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-I5 Shingle metal wood.odf FL13192.R4 AE ER RIO-2557-15 Plank Shingle CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf J.- h"J/www.11oridabulIding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 213 4/28/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install In accordance with NOA IS- 0122.04. FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathina.odf FL13192 R4 11 Install Prevail Lao Sldina.odf FL13192 R4 lI NOA 15-0122.04,Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes ILi1,I 011. Contact Us :: 2601 eHlr 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 :: Accessldlity 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 office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalts 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 455, F.S., please dick here . Product Approval Accepts: LA ®gar Credit Card Safe htWlwww.fioridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 313 Florida Product Approval HardiePlank® Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122:04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. u HardiePlank "- >o. Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED&COLORPLUSr' PRODUCTS Visit tyw:y1?meshaffa&nmfor [he most recentvolslon. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL'" SMOOTH • CUSTOM COLONIAL'" ROUGHSAWN CUSTOM BEADED CEDARMILO • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURETO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEADTO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOIDTHE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONETM PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY, TO DETERMINE WHICH HARDIEZONE"" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: zts CUTTING INSTRUCTIONS Stare Rat and keep dry and covered prior OUtD00RS INDOORS to installation. Installing siding wet or 1. Po si io n cutting stalkn so tint wind wit blow dust avayfrom use 1. Cut only using score and snap, or shears (manual, electric or pneumatic). saturated may resul l in shrinkage at buts and others In wading area. 2. Position cubing station in well-vemiated area Joints. Garry planks on edge. Pfotbct 2. Use BesLof °g° and snap edges and curners,from breakage. James fl.;hears (manual, electric or prlarmstk) NEVER use a parer saw Indoors- Hardle Is not responsible for damage b. Bettor. 1. Dust recluowtg circular saw ertidpped with a NEVER use a circular saw blade that does not carry to HardieElade saw dare badanark caused by improper storage and handling HardiaBlade'saw blade and HEPA %ecu min extraction NEVER dry swoop— Use wet suppression or HEPA Vacuum of the product. c. Good: 1. Dust roducutg circular ®w with a Hard Blade saw blade miy use fur tau b nnderate calling)) Important Note_ Formaximon protection {forest respirable dust produ tion). James H arrile recomrrwrtds always ming'Bmt'-letel adting methods where feasible... c NIOSH- rpprmed respirators can be used In cor#unctbn with allow cutting practices to further reduce dust exposures. Additional exposure information Is available at m%w.jameshardle.comm to help you determine the most appropriate cutting method for 1otrJob regtdremerds, g concern GUI exists aboutwpo ure Jowls or Wu do not comply wilh Hie above pradices, lou shadd MW conaAt a qualKiod industrial hygienist or contact James Her& for Wier information. GENERAL REQUIREMENTS: HardiePlank° lap siding can be Installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardle products over foam can be located In JH Tech Bulletin 19 at w irm lamellardie.00m A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing In accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardleWrap` Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6' in the first 10'. Figure 1 Double Wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. Construction construction Do not Install James Hardie products, such that they may remain in contact with standing water water-resisttve bander W-In bracing HardiePlank lap siding may be installed on flat vertical wall applications only. op" >od rang 24" o.c. max. For larger projects, including commercial and multi -family projects, where the span of the . wall Is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the-rechnicai Bulletin "Expansion Characteristics of r James Hardie` Siding Products" at www.JaniesHarrfie.com. I DONOTusestain, oiVafkyd base paint, or powder coating on James Hardlem Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options are required by code (as referenced 2009IRC R703. 3.2) A. Joint Flashing (James Hardie recommended) at B. Caulking' (Caulking is not recommended risove for ColorPlus for aesthetic reasons as the arum. Caulking and ColorPlus will weather r differently. For the same reason, flOh"k1g do not caulk nail heads on ColorPlus products.) Hard C. " H" jointer cover Figure 2 Naar line (ti nail line is not prevent place fastener between 3/4" e " '` 1' from top r8 ffo n of plarN sltfht 0 Instalplanks In moderate contact at bgll )tints WaIB rd$ISllla, i norritr S r, ,• fastener 6 ` Instal r6a aI1/4'starterstrip to ensure a consistent plank angle. leave appropriate gap hemaen planks and Irtin, then pudic - Note: Feld pal riling over caulking may produce a sheen difference when compared to the field palnted PrimePlus. 'Refer to Caulking section in these instructions. For additional information on HardieWrapr Weather Barrier, consult James Ilardle at 1-866.41fardle or www.hardlewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie' products contain respirable crystalline silica, which to known to the State of Gnitolmb to came cancer and Is conrddetod by NHG and NIOSH to be a cause at cancer from same occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called 310coalo. and has been linked w th other diseases. Some studies suggest smokirQmay Increase these rG<s. Wringlnshdlalionorhanding:(1)workinoutdoorareaswithampleventilation,(2)useghercementshearsforrutBogor,MemnotfanshID,useaHarditgrul&sawI)hM aW dust -reducing circular sovr attached to a HEPA vactrun; (3) wam others In the Intmedlaloaroa; (4) wear a popsy -filled. NOSH -approved dust mask or respirator (e.g. N-95) b accordance with applcable ovornme nt reguhllons and manufacturer instructions to further limit resptablo silica exposures. During clean-up, use HEPA wcvums arwel cloonup methods - rover dry svveW. for further inlormalion, rotor 0 our installatart instructions and Material Safety Data Steel available at,mw. ameshardle.com or by calling 1-800-DHAADIE (1-800-942.7343). FAILURE TO ADHERE 10 OUR WARNNGS, MSDS, AND INSTALLATION INSI UCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mace. HS11118-P1/4 EV13 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z Flashing As re uired by19 code i - min 4 x 4" MIn. Y' 41 Do not caulk ti non - In.A"-2" Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension fAecommended in HZf 01 FASTENER REQUIREMENTS " Blind Nailing Is the preferred method of installation for HardlePlanka lap siding products. race nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repalr). Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221 " HD x 2" long) 11 ga. rooting nail (0.121" shank x 0.371 " HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast" nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" Into metal framing. OSB minimum 7/16" 11 ga. roofing nail (0.121 " shank x 0.371 " HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). Stud k----- 027max' Nall Lhe l 11" Blind all water Reslsdv 1 114" min. Barrier ovedap Figure 15 FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Rlbbod Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads Into metal framing. Nails - Steel Framing Er & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shankx 0.221" HD x 1-1/2" long)' Figure 16 Minimum overlap for Both Face 11 and Blind Nailing min. 1 114" ovedap T—9 24" fO.C. max. 1 1J4" min. I: l overlap 314"-1- 1.J ° teas nor 1 1_ weter•reaielive miner Laminate sheet to be removed Immediately after installation of each courso for ColorPlus° products. When face nailing to OSB, planks must be no greater than 9114" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; aixl when considering allemative fastening options refer to .lames Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardePlankm Lap Siding. HS11119-P2/4 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, Prot -dipped galvanized nails. James Hardie is rot responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when Installing James Hardie' products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical banters to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTdm Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achleve specllied design wind loads. NOTE Published wind loads may not be applicable to all areas where Local Building Codes have speck Jurisdiction. Consult James Hardie Technical Services If you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. fastener (heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardlePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Af j149 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool Is recommended. This will help control the depth the nail Is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). OL Uq countersunk, tlz 0 snug flush fill &add nail DO -NOT DO NOT Figure A Figure B under drive nails staple. PAINTING DO NOT use stain, oll/alkyd base paint, or powder coating on James Hardie' Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling Is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie toLich-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomedc Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied In accordance with the cauking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUSm TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should he taken when handling and cutting James Hardie© ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nlcks, scrapes and nail heads using the ColorPluV Technology louch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardlePlank' lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other noel -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Nate: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch -rip will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIEO SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming Is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardlem Products. Apply finish coal In accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HSI1119-P3/4 6/13 A COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANV LAP SIDING WIDTH SQ 5114 6114 7114 7112 8 8114 9114 9112 12 1SQ=1DOsgit.) exposure) 4 5 6 6114 6314 7 B 8114 10314 1 25 20 17 16 15 14 13 13 0 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 58 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 18B 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage Is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. ct I IRECOGNITION: In accordance 1Nih ICC-ES Evaluation Repod ESR-22M HardlePlardS lap sking Is recognized as a sullatie alternate to that speciled in the 2006,2009,8,20121nterna0onal Residential Code for One - and Two-Famlly DweOings, and the 2006, 2009, 8 2012 Intemallonel Building Cod%. HardlePlank lap skiing Is also recognized forappOca0on in IAe fdlo- ng: City of LosAngale5 Research Report No. 2486Z State of Florida Ilsflng FL#889, Dade County, Florida NOA No. 02-0729 02, U.S. DepL d HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, Cily of New York MEA 223.93-M, and cardornia DSAPA- 019. These doameils shoukl also be consulted for additional information concerning Via siutabirdy d Oils product for spedficapprica0ars. 02013James Hardie 0ulldirg Products. All rights reserved. Additional Installation Information, TM, and a denote trademarks or registered trademarksof James esHadeTecfinokrgyl. frniled.n— isaregistered trademdemark Warranties, and Warnings are available at JamesHardie of James HardieTedinologyUnited. www.jameshardie.com O Panelfesl Is a registered trademark of ETSF Fastening Systems, Inc. HS11119-P414 6f13 MIAMI•DADEMoMIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY ANb ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 130AIlD AND CODE ADNIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,eov/economy James Hardie Building Product, Inc. 10901 Elm- Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to ineet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, Cem.Panel, Prevail Panel; HardiePlank, CeniPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 1.2, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large'and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit' panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there funs been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided.to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA It 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. QMIAMI01•DADE COUNTY NOA No. 15-22.04 Expiration Date: May 1, 201-7 Approval Date: April 9, 2615 03 012,015 Page 1 James Hardie BuildingProducti, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEb A. DRAWINGS "Sithrizitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/ 24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P. E. B. TESTS "Submitted under NOA # 13-0311.0711 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ- 004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted) under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014). FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 03/ 3 1 015 Cnrlos M._ Utrcra, P.E. Product Control Exaininer NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date; April 9, 2015 1; - I w Ak AU.B _ WALL LENGTH Sold Spacing at 16" O.C. B i Nails at 16" O.C. (typ.) 318" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 1 HardiePanel, Cempanel, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 14042 5J8" thick / 5 ply APA rated Plywood sheathing fastened in accordance with Florida Building Code Section 23223 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETALL A M- tbidk / 5 ply APA rated piyw sheath¢g in accodance with Florida Wig Code Section 23= Watearesistive barrier per Florida Building Code Section 14042 2'X4'S43,F Wood Studs HardiePanel, IiO Cempanel, Prevau Panel Siding PRODUCT DESCRIPMON HarkfePane, Cereparrel®, & PrevaW Panel Siding materials are nonasbestos fiber -cement products bested in accordance with ASTM C1186 Grade it, Type A and meeting the requirements of the Florida Building Code. PANEL DLMENSLONS Width Length Thickness 4 8,9,1tY 5116. DE,SLG 1 PRES_S_tJRE RATING Installation Design Pressure Wood Studs -76 psf impact Resistant — Planks installed over 5M' thick 15 ply APA rated plywood sheathing HARDIEPANEL, CEMPAl4EL_PREVAIL PANE SrDiNG 1NSTJ1L11 fON DETAILS AU imyaliation shall be done in conformance with this Notice Of Acceptance, the manufacturersinstallationrecommendations, and the applicable sections of the Florida Building Code Wood studs where liardiepanel, Cempanel, Prevail Panel Siding will be installed shall bedesignedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirements of this N.OA Nate 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the scuds in accordance with Florida Budding Code Section 2322.3.sheathing supportedThesidingpanelsshagbeinstalledoverSIT $lick 15 ply APA rated PYNDW by a minimum of 2IX4" S-P-F wood studs spaced a mabmum of 16' O.C. Note 71 The siring panel fastener shall be a 2' long. 0.223" head diameter, 0.092" shankdiameter, corrosion resistant siding nail; the fasteners shall be spaced at 6 O.C. at panel edgesandintermediatestuds; the fasteners shall be driven through the &W thick / 5 ply APA rated Plywood sheathing into wood studs located at 16' O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator. E Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, mac. 1 D901 Elm Avenue Fontana, CA 92337 A I I PNL-PLK-SOFF Dace: 4r24r1013 ,WMT 1 OF 12 Cladding Fastener Spacing per Florida Building Code Section 2322.3 16 QOin. Framing I per.-r vLSF .•' I•IFastenerSpa^ingperFlorida Sheathing M 1064, ing Code Section2322.3 1Cc& fhb '0 2 I Li i.i. ProductC d I I 1 GIijrir Zz mom=REvtSW as onaepiyiagrris6ehe icbo iida z t3o la-c? i t sTA' O Idcaebavoi F?, Fss ONA 4.-jf FRAMING NOMINAL 2" X V S-P-F WOOD STUDS 16, O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVfIY LOAD AREWITH-3-U2" 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WAL.LAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDABUILDING CODE SHFA_T_HIN_G NOMINAL 518" THICK/5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION23223 CLA-jQ,I G Dames Hardie Building Products, InaTHEPANELISFASTENEDWTH2' LONG, 0223 HEAD 10901 Elm Avenue DIAMETER, 0.092" SHANK DIAMETER , CORROSIONpill Fontana, CA 92337RESISTANTSIDINGNAILS, PLACE NAILS S' O.C. AT PANEL EDGES AND INTERMEDIATE STUDS 1 - Phone: 909-4 6 00 SZE FSCM NO DM NO REV Fax 909-427-0634 A PNL-PLKSOFF 1 Creator E. Gonzales Date:424t=3 SHEET 2 OF 12 ALL LENGTH Stud Sparing at 15' O.C. j - -- --F— -- i II WALL Ito!^ HEIGHT I ' ale Pto Q oeaaa i H 3m" Minimum SEE DETAIL A T SW thick / 5 ply APA rated plywood sheathing fastenedf1 , to metal studs as described in Note 1 PR QDUCT DE_SC@1 PH HardiePaneie, Cempanel®, & PFevaillil Panel Siding materials are nonasbestos fiber-cemerd products tested in accordance with ASTM C1186 Grade IL Type A and meeting the requirements ofl the Florida Building Code. PANE] DLM—kS-1--W-S Water4esistive Width Length Thickness barrier per Florida 4' 8,9,10' 5116, Building Code Sedion 14042 pESIG-N PJj,ES_S_U tE R -N.5Z Installation Design Pressure 209a, 3-5/8'X I-N' Metal Studs -104psf G Metal Cstua! IIIt HardiePaneJ, Impact Resistant- CerdiePa , Panel installed over 5/8' thick 15 ply Sao APA rated plywood sheathing Distance Nails at 6" O.C. (typ.) Pre Sidrag Panel Sheathing fastener, as described in Note 1. rbef7arta Panel fastener, as described in Note 2 HardiePanel® Siding Ot No.. 1 STATE HAID EPANE>zCEMPANELiP f EVAIL PANEL SIDWG (NS LL,O_N_DETAILS All installation shall be clone in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding -will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. None 11 5/8" thick 15 pyAPA rated plywood sheathing shall be attached to metal studs at B oe at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1W long bugle head screw The siding panels shall be installed over 51r thick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-51V' Metal C-studs spaced a ma)dmum of 16'- O.C. Note 2]The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-W long' ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs-, the fasteners shall be driven through the 5/8" thick /5 ply APA rated plywood sheathing into metal Water -resistive barrier per ids located at 16" O.C. Florida Building Code Section . Fawners shall have a minimum edge distance of 318" and a minimum clearance of 2" from 1404.2 comers. i ARDIEPANEL, CEMPANEL, PREVAIL PANEL 518" thick/ 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened James Hardie Building Products, Inc, to metal studs as described OWN 10901 Elm Avenue in Note 1. Fontana, CA 92337 20ga, 3-5/8" X 1-5/8".Metal C-stud Phone: 909.356.8300 srzE FSCIA NO MG NO REV The wall and soffit frames are to be designed Fax 909-427-0634 A PNL_PLKSOFF 1 by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales SCALE' Ix= r-o' Date: 4124/2013 SKe 3 OF 12 T 6.00in. pR0D lC•raEV2SM as oomptyft wilt the Fbadn Aca mNO /'i;7 NOMINAL 20 GAUGE 3-5V X 1 /8' STEEL STUDS 16" O.0 FASTENED WITH SB' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD W COMPLIANCE WITH THE FLORIDA BUILDING CODE S 9A7N1NG NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO. 8-18, 0.315" HEAD DIAMETER X 1-1/4° LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18, 0.315' HEAD DIAMETER JaS- LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULLTHREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6- O.C. AT PANEL EDGES AND !NTERMEDIATE STUDS Cladding I Framing II II I• I Sheathing II I I I I I ZL p. 121 r I ' - o it S7AT OF ' • I'I I•I =_ FLORIOQ'• 1 SRONP- FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PARTOF7rflSAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEI, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,1= 10901 Elm Avenue Fontana, CA 92337 s No °" O No R- 1Tone: 90g. 356 6300 FSCM PNL- PLK- SOFF 1 Fax g09- 427-0634 A Creator. E. Gonzales SC+ua 1" = 1'-0' Date: 4/24/2013 SHUT a OF 12 Stud Spacing at 1 T4 i i WALL 4i I HEIGHT i Bt--' LENG SEE DETAIL A as aodo lyimg rwi (biz t'ToaQa ' 34' Minimum Edge Distance Sheathing fastener, as described in Note 1 rSS10NA\ at 16" O.C. (VP.) Siding fastener, as described in Note 2 11 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building rhick/S Code Section 14042 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2° X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compl'iancewith the Florida Building Code. ERODU D.-50TRTlON Har diePlanla . CemPlankS. & Prevail® Plank Lap Siding materials A -thick/ 5 ply APA are nonasbestos fiber,merrt products tested in accordance withratedplywoodASTMC1186Gradeit, Type A and sheattiin9 meeting the requirements of theaccordancewithFloridaBuildingCode Florida Bulc" Code Section 2322.3 PANgL JD ENSIGNS Vftw4esieb Width Length Thickness barrer per Florida S9-1/r 12' Building Code Section 14042 DEStG FSSUREyMM.IVG 2'X r S-P-F installation Design Pressure Mod Studs S'idin Wood Sheds -92 psf Resisfant- Lap Impact Planks installed over 5/8" thick / 5 ply 1-114'tall X 5116" APA rated plywood sheathing thick stars er slip HA tDtP_LAB!IIC CPLA_tJiC PRYJ 51D NGJNSXATI.DN- All Installation shad bs done in corrfotrnance with this Notice of Acceptance, the manuiaciureesinstaltionrecommendations, and the applicable sections of the Florida Binding CodeWoodstudswhereHardiePlank. Cemptank, Prevail Lap Siding will be installed star be designed by an Engineer orArdlitect per" Florida Building Code and the requirements of this N.OA Note 13 5/8" thick / 5 ply APA rated plyvmo sheathing shall be attached to the studs in accordance with Florida Binding Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4 vide laps at the top of the plank such that the exposure area of each plank is:5 8-1/4" vertically. Note 21 The siding fastener shagbe a 2-1/Z' long. 0.223" head diameter, 0.092" shank diameter, corrosion4wistantsing nail; The siding is tastened 5 &1/4" O.C. vertically and 18" O.C. horizontally; fasteners are driven into wood studs through 5/8" thick 15 ply APA rated plywood sheathing• fastenersareplacedintheoverlappingareaapproximately314' from the bottom edge of the overlapping plank Vertical joints shall be placed -over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of Z%4" S-P-F wood studs spaced a maximum of 18" O.C. Fasteners shall have a minimum edge distance of W. HARDIEPLANK, CEMPLAAIK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Flardle Building Products, fry 10901 Elm Avenue Fontana, CA 92337 SQE FSCM No oVNG NO RE hone: 909,356-6300 1 9 77- 0634 A PNL-PLK-SOFF tor. E Gonzales SCALE 1/2" = V-0" Date: 4/242013 !;- 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 0.75n T—!' as oo lymg.is>:mel or s ewIdEmg Caft AO=VMDW We iR . Kemar adcAod aC ae a rR MING NOMINAL 2" X 4" S-P-F WOOD STUDS 16.O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING • NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING•FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 cLADorr PLANKS.OVERLAP 1-114" THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1rZ LONG, 0=" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, -PLACED 3/4- UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fastener Spacing per Florida Building Code Section 23223 in. 0 Cladding I/ Framing Sheathing I ftc Eba. I ? No. 21 STATE OF l;tiodnal Ca ai = - AL FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND,tVfYYrLOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Buadtng Products, Inc, a 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 FSW W °'"'.- NO Fax 909-427-0634 A PNL-PLKSOFF 1 Creator. E Gonz2les SCAT r 1' = 1'-0' Date: 4/242013 S+EET 6 OF 12 P Stud Spacing at 16'0.C- WALL LENG SEE jLRQ-D-Q9LQ.F-SiP3LP—T A DETAJLA HardiePlank(D, Cemplank®, and SW thick 15 pty APA Prevail® Plank Lap Siding materials rwed plyod are nonasbestos fiber -cement m products tested in accordance withd tal ASTM C1 186 Grade 11, Type A and to mesbift as described Note 1 meeting the requirements of the inKFlorida Building Codle. 03mPlywe Water- resistivei h barrier per Florida EL N DlL j A_ _fqEhSjONSHEIGHTBUDCHN Code Width Length Thickness Setflon 14042 s 9- 1Z 12! 5/16" K1- . A tsy WcZmkicitCzaaW : 1 '--,20g:a, 3-5W X 1-5/8-. qgSIG gj ZES U JL E, RATINGRATING__ MetalC-stid Installation Design Pressure H ard Wik. Metal Studs -92 psf Cemplank, PrevW1 B Lap Siding Impact Resistant - Min imum nimum Edge Distance Nailsat IS" O.C. (typ.) I-IJF4'tdX5/16Planks installed over 5/8" thick 5 ply* APA rated plywood sheathing thick starter strip PETA_IL,6 HARDI All installation shall be done in conformance with this Notice of Acceptance• the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code: described in Note I Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an PR09XCr a Ntsm Engineer or Architect per the Florida Building Code and the requimments of this KOA V [Note 1] 518" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6*oc at panel GO& edges and all intermediate supports using a No.11-18. 0.315" head dirameterx 1-1/4' long bugle head screw jAmaWram . W i, 15-JOW-011F Siding fastener, as course -1W wide laps at 1,20inbuitim"M COSle/M17 described in Note 2 Planks shall be applied horizontally commencing from the bottom of the wall with 1 1 ;— the top of the plank such that the exposure area of each plank is -:5 8-1/,V vertically. by [Note 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4' long* bugle head screw over metal studs ('or screw shall have at least 3 full treads penetrating metal framing); The siding is HardiePlank fastened --5 8-114" O.C. verticalty and 16" O.C. horizontally; fasteners; are driven into metal studs through 5W Cemplank, thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' Prevail Lap Siding from the bottom edge of the overlapping plank. 0 Vertical joints shall be placed over studs. Water -resistive' m The planks shall be installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-WX 1- 5/8" Metal C-studs spaced a maximum of 16" O.C. barrier per Florida a Fasteners shall have a minimum edge distance of 318P. Building Code des cribed Section 1404.2 HARDIEPLAN), CEMPLANI, PREVAIL LAP SIDING 51W thick 15 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to James Hardie Building Products, Inc, metal studs as described in 10901 Elm Avenue Note 1 Fontana, CA 92337 209a, 3- 5/8* X 1-S18" Metal CGtud mid NO Phone: 909-355-6300 SIZEThewallandsoffitframes are to be designed Fax 909-427-0634 by the Architect or Engineer of Record in ' PNL-PLK-SOFF compliance with the Florida Building Code Creator. E. Gonzales SCALE 1z=1'-0'7 Date:4124/2013 st7 OF 12 1 8.00in. 0.751n cocapyicig.idt the Fkcids ca& Aa m==No /3 1/•Q; T Br __ 1 Dade rnoc ss 25n. NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16' O.C. FASTENED WITH SW LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE NOMINAL 5/8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETER X 1-114' LONG BUGLE HEAD SCREW CLADI?IIG PLANKS OVERLAP 1-1/4' THE EXPOSURE IS 5 8-114" THE PLANKS ARE FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 314" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION in. Cladding Framing Sheathing 601 o TATEOF c`s FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) CEMPLANK, PREVAIL LAP SIDINGTRINSTALLATIONDETAILSMETALSTUDCONSUCTIONJamesoilHARDIEPLANK, Hardie Building Produds,.Ina 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 s' NO MG No Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E Gonzales Scue 1" = T-0' Date: 424/2013 SHEET a OF 12 WALL 1 ALL LENGTH Stud Spacing at 16" O.C. Q` i I : B P-EELL 9_ i II • 3/8" Minimum SEE PB-0 tLCEDESCa1PTION DETAIL A HardieSoffitV & CemsoffM materials are nonasbestos fiber -cement products tested m accordance with ASTM C1186 Grade 11, Type A l and meeting the requirements of the Florida Building Code. 2"X4"S-P-F SOF D[NiENS10NS Width Length Thickness Wood Studs 4' 8! 1/4" p S1GN _R,ESLIS_. E_R_A_3 bL HardieSoffit, Installation Design Pressure Cemsoffit .Wood Studs -70 psf OGAPVI 1I t TJo1u.J3=e. ;, n.--•-- PROWCrREVZM Nails at 4" O.C. ctyp.*wDt= REWSM Distance m cce0yog va& &a pkmi& 8 om& meFlo iea d! Aooeprmo, rso r3- ns 3r r j eProduct Caeeot offif fastener, as escribed in Note 1 HardieSoffit, Cemsoifrt Minimum T X 4" S-P-F Wood Studs The wag and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. No. 4 2 STATE OF = . 0- 1 s810NAk- kf_ARJDtU0EFff CLFMSO_F_F_IT P}NEI.K IA-11- AJJP LQ . ( i AD installation shall be done in conformance with this Notice of Acceptance, the manufacturer's irtstallation recommendations, and the appricable sections of the Florida Building Code. Wood studs where HardieSoffit Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of th"s MOA The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a T long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shag be spaced at 4" O-C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs loca2_ed at 16" U.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 IZE FWM I DWGNO A PM Creator. E. Gonzales isCALE 1n-= r-a- { Date 4124r2013 9OF12 REV 4.uum. b.uuin Cladding Framing* Pwbucr>z p Faoovcrm ssw 44 - aGAy/ wig iAe FlooQ as oomplyicg w h me ' - coft co& Ala ,07 :, = of n nQe. r7 121 STATE OF 0 MID spa N A\- F,gMING NOMINAL 2" X C S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION)- NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE - CLADDIAIG THE SOFFIT IS FASTENED WITH 2• LONG, 0.223• HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc, 10901 am Avenue rontana, CA92337. Phone: 90 -3 O SIZE FSCM NO VA. NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creatcr. E. Gonzales SCALE 1" =1'-0" Date: 4242013 SKEE 10 OF 12 ALL LENGI11 I SEE k_ 0A1 i QESCRIP7-QN Stud Spacing at 16" O.C. HardieSoffitO & CemsoffitO materials DETAIL A B are nonasbestos fiber -cement products Y1lALL ii I iI MIGHT i i i.l i i i Nails at 6" O.C. (typ. 3/ 8" Minimum Edge Distance Soffit fastener, as described in Note 1 HardieSoffit, Cemsofftt 1 20ga, 3-5/8" 4 1-5/8" Metal C-stud j The wad and soffit frames are to be designed by the Architect or Engineer of Record in compriance with the Flodda. Building Code. tested in accordance vrith ASTM C1186 r ' 1 Grade II, Type A and meeting the requirements of the Florida Building Code 20ga, 3-5/1i" X 1-518' SQFFTC DjMAN- QNt Width Length Thickness I Cstud 4' 8' HardieSoffit DESIGN PF ESSC(Rff RAMQ Cemsoffit [ nstallation Design Pressure I. Metal Studs Sl~ CTI_ON B-B PRODUC781rylSW , • _ r CrREV>ISM ffi oornpl g w h me 1Ftoeds ` - t ftC0GWIMWft* tF'WAftit Bmt&* come N6 0. 1 2 1 a 7 OFhililmi hamBy By p nar argeea '; ;QRID A 0 iRAI SOFCEMSO_EE T AC LE.4lN_S O LRAILS +N iL EN rrrlrF Ad ir:sfadaSon shall be done in conformance with this Notice of Acceptan!t fi,'anufac#urels installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shad be designed by an Engineer or Aratdect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Note 12 The soffit fastener shall be a minimum No. B-18, 0.315" head diameter X 1-1/4' long` ribbed bugle head screw (or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. Fax 909-427-0634 A Creator. E.•Gonzales. scw HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc 10901 Elm Avenue Fontana, CA 92337 FSCM No 12" = 1'-0" DUNG No RE PNL- PI KSOFF 1 Date: 4/24/2013 -HEE7 11 OF 12 . s.o0in. 16 OOin. Cladding f Framing 6.001R pliem= I&Ewsw > oDexrg D B r1B Cone s m eooepllricg rren tlbo Fioridv I• r4 ..r, ffo gs - c , 2 21 No.Z. 09FLOR P' 0F SS10% FT2AM A1G-iiiirrrr NOMINAL 20 GAUGE 3-5/8" X 1-5/8' STEEL STUDS 16" O.C. FASTENED WITH 51r WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFTT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. B-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONST-RUCTION DIAMETERX 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Produds, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE _ _ Elm Avenue STUDS Fontana. CA92337 Phone: 909.356.6300 SgE FSCM NO WrU REV Fax 909-427-M34 A PNL-PLK-SOFF 1 Creator. E Gonzales SCALE 1"=1'-0" Date:4242013 SHEET 12OF 12 Florida Building Code Online Page 1 of 2 LoIa-l1R olicki Deprnentai Busines Pprrofessi nal BCIS tome I Lop In : User Registration i 1 USER: PuDlicProductAUseerDval Hot Topics Submit Surcharge I StatS a Facts Publications I FBC statr BCIS Sim Map Links Search Regulation Proyuct Aonroval Menu > ProGtxt or Aovlicatbn search > ADOIIGlliOn US > Application Detail FL ti FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technlcal 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 Summary of Products IFLtt Model, Number or Name 0 Silverilne Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 B00) 234-4228 Ext4644 Jonberrian@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 101/1.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A O2/16/2016 Description Year 2011 2008 http://wvN,v. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl ... 2/ 19/2016 Florida Building Code Online Page 2 of. 2 19715.1 1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC 2-4-16 CCL-_Ist.Ddf Approved for use outside HVHZ: 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 II 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.r)d Created by Independent Third Party: Yes Back next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. C ovduht 2007-2013 State of Fler'da.:: Privacy Statement :: accessibility Staternm :: Renind Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by tradlttonal mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Derartment with an eman address If they have ona. The emaiis provided may be used for o.Tdel 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 pudic To determine If you are a licensee under Chapter 45S, F.S., please dick here . Product Approval Accepts: seeuritvat i.rates http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwLDgtvA%2bxmzk l ... 2/ 19/2016 INSTALLATION NOTES, 1. ONE 11) INSTALLATION ANCHOR 15 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 31/2 INCH THE DEPICTED LOCATION L SPACING IN THE ANCHOR LAYOUT DETAILS LL, W ITI IOUT CONSIOCNTION OF rOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALL A71DN ANCHOR TO THE NEXT. 4 SHIM AS P.EQUIRFD AT EACH INSTALL AT10H ANCHOR WITH LOAD BEARING SHIMS) MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF I/16 INCH OR GREATER OCCURS SHIM(S) SHALL RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR Il GAUGE ROOFING NAILS OR 10d COMATON NAILS OF SUFFICIEN r LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTOV/OOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/9' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/V.'DMA/CSA 1DIAS.Z/A440-W.2 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USER& 2. SELF -TAPPING SCREWS OF SUFFICIENTLENGTHTO ACHIEVE AMINIMUMOF3 THREADS PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE VIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUC<TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16IN04 DIAMETER IT W TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/41NCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4" EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE AID SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM F 3 THREADS PENETRATION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUCING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUCKS (WI IEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMFDADE RER OR AM. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL- PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT INSTALL 7, IN ACCORDANCE WITH THE SOH EDITION FBC, WOODINSTALLATIONANCHORSINTOMORTARJOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEDFROMFREECDGEOFBLOCKOREDGEOFMORTARJOINTINTOFACESHELLOF OR SHALL BE OF A DURABLE SPECIES AS DEFINED INBLOCK CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300MEETS6OFMANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEREQUIRE SHEET FOR AZING ETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY TH E ANCHOR MANUFACTURER 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE 'MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C' GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE SI RENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 Wml MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 47.8 MIL (0.0476' or 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL 5ECTION5 (NALL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROU6H FRAALE) 6 HORIZONTAL SECTIONS, RUCK INSTALLATION, 6 6LtIING DETAIL MAX OVERALL SJ7E CONFT6 OE5I6NPRE5SURE MISSP..E IMPACTPATIFJGWIDTHHEIGHT 36' 84' O/X 35 / -35 P5F NON IMPACT 38' 66" O/X 50/.50 PSF NON IMPACT 38' 74' O/X 50 / -50 P5F NON IMPACT 38' 77' O/X 35/-35 PSF NON IMPACT 44' 62, O/X 50 / .50 PSF NON IMPACT 48' 72' O/X 35 / -35 PSF NON IMPACT 48' 84' O/X 20 / .20 PSF NON IMPACT 52' 72" O/X 25 / -25 PSF NON IMPACT 36' 83.75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 4W 96' O/X (ORIEL) 20 / -20 P51F NON IMPACT 72' 62" O/X-O/X 35 / -35 PSF NON IMPACT 7Y 84" O/X-O/X 35 / -35 P5F NON IMPACT 76' 62' O/X-O/X 50 / -50 PSF NON IMPACT 76" 72' O/X-O/X 50 / -50 P5F NON tALPACT 76' 77, O/X-O/X 25 / -Z5 PSF NON IMPACT BO' 74" O/X-O/X 35 / -35 P5F NON IMPACT 96" 74" O/XO/X 30 / -30 PSF NON IMPACT I08' 62' O/X-O/X-O/X 50 / -50 PSF NON TJAPACT 108" 72' O/X-O/X-O/X 50 / -50 PSF NON IAVACT 10B' 84" O/X-O/X-O/X 25 / -25 P5F NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason:I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' Silver Line MAndersen I o4 vs•4oPAF C E SAVEUINE VLVE HOATH IPUNTVTCL W OA= V r bye 83 NF g 6X a m y W 2 W Z y FFJ... on W F ata iE WWV- GIT O H Z Ix U W n Il L•b 1tioi O Co v) Tm L) N 3: Y Z ZE OW&M SWD002 SHEET 'I OF 6 MAX. FRAME MAX. FRAME Silver Line F< WIDTH 48' WIDTH 48' -- brAndersen T E D E 4 4 1 5 uova. o•oaa ONE SRVELLINE OLIVE NWT/ wnuvrsci. N7 O f02 IN (>KI V}1000 S 5 5 S u m c 'a' c c •o• c o 3 z WMqT a 6 oV MAX. FRAME MAX. FRAME W N < HEIGHT96' HEIGHT 96• _ C.- '. 1 ^ QUALIFIED CONFIGURATIONS w H ARCH TOP CONFIGURATIONS FOR ALL 2!' 014901 • x y"'j w Q Q eRATINGS, SINGLE UNIT CONFIGURATIONS HF d Wf 1 S 1 5 Tm ELEVATION ELEVATION SINGLE HUNG WINDOW Z SINGLE HUNG ORIEL WINDOW O H Z V) H MAX. FRAME MAX FRAME > WIDTH 96' WIDTH Log• LU w 1 5 QUALIFIED CONFIGURATIONS 5 ARCH TOP CONFIGURATIONS FOR ALL Z"Z 4902 RATINGS, TWIN UNIT CONFIGURATIONS p F O F F Z 5 5 'O' '0' •0' S `SS /i1 • i 1 4 L Z..... 4 7 4 ., 0 , • .• MAX. FRAM" HEIGHT 74" HEIGHMAX T E X. . . U1 > mT' J Nm Y u Z 4 5 A D ELEVATION 1 5 ELEVATION DWG#: ^ TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 51 D00/ SHEET: 2 OF 6 O. O • O• 7 X. X. 2" MAX. 11' MAX. FROM O.C. CORNERS f L III MAX. O.C. 2" MAX. FROM CORNERS NDTG H•r6>•N ATGSO M"I SHALL E ANMOFEJ YA%Y OL Ai NLAD.IAMF. ANp S[LL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX. FROM 4 1/2' MAX. CORNERS O.C. 4 1/2" t, O.0 1 AXJ L 2" MAX. I 4 1/2' MAX. FROM F'— O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1- A1AX. ROM _ 6' MAX. F CORNERS I O.C. 6" M 0.4 0OLE. 01LEYLo I' MAX. - I I 6" MAX. FROM --i F-- O.L. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW CORNERS FROM r 20- MAX coRNEas O.C. 6" MAX. 6' MAX. L FROM FROM I I 12 3 MAX. CORNERS CORNERS O.C. O. 20" MAX. O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ MAX L 6" MAXJ FROMCORNERS 16 1/2' MAX O. L. 12' MAX. O. C. SilverLine bAnclerSCr1 r1l; ale mWe.DE mm NMT11a1. NSmc(Nraf07 R! ( 15i1 4311000 u ; H Zr 5SGe Ln W:,a ZtL fi K2 Z ? QNw R' N m Z i Lkj m 'a Zocw12 ay° a t 0r my * pFLv ``r R Ln co P/ N 50-2995 2P 6FROM ANCHOR STRAP O P _ -< Z SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2995-2 o p u SEE SHEET 5 FOR DETAILS DW6 tt ANCHOR LAYOUT ANCHOR LAYOUT SWD002 THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS u8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR 1 O.A. UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT a • a r 3/8' MIN. l EDGE DIST, 1/4" MAX. 5HIM SPACE SASH REINFORCIN INTERIOR SEE SHEET FOR REQUIREMENT SEE GLAZIN DETAIL SHEET INTERIOR VERTICAL SECTION k a / HEAD - 2X WOOD BUCK NAIL FIN SEE GLAZING -\ TT DETAIL, SHEET 6 EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 98 WOOD SCREW INSTALL-ATION ANCHOR 3/B" MIN. 2X WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO ° CONNECTION DETAILS ,. p•. e' ., a . CONCRETE/ MASONRYCAULKBETWEEN CONCRETE/ MASONRY 6 2X '-' ' BY OTHERS 1 1/2' MIN. WOOD BUCK BY OTHERS EMBEDMENT A VERTICAL SECTION 4 SILL - IX WOOD BUCK NAIL FIN EXTERIOR O.A. UNIT WIDTH 1/4' MAX. MIN. 3/8' EDGE DISTANCE SHIM SPACE 6 S MIN.3 THREADS 6 PENETRATION BEYOND 6 METAL STRUCTURE 8 6R. 5 SELF-TAPPIN6 SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION 4 JAMB - METAL STUD 1/4' MAX NAIL FIN SHIM SPACE SilverLjne b Andersen ri oars. 000 a are 510-ULM dln'E nano wmsrzcc. NJ u+m H. A7z1 US1000 um A aLn SS ds Z -3f A Z=r 0WvX N , Zm W V h m 1-0 H m SaZ lli • m pda" a V) Z O Z H W W Cc o i.Q` O•'; ' 'phi co Ln m N W.1 V) N Z Y U Zoa3vl a DWG tk SW0002 SHEET' 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/MASONRY BY OTHERS ' CAULK BETWEEN ° CONCRETE/MASONRY BY OTHERS '. PERIMETER SEALANT) BY OTHERS O.A. EXTERIOR UNIT HEIGHT SEE GLAZING I DETAIL, SHEET b 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE MIN.3 THREADS a ' SASH REINFORCING PENETRATION BEYOND a SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE GLAZING r MIN. 1/Z' EDGE DISTANCE 1 1/2' hLfr y DETAIL SHEET 6 1 EMBEDMENT INTERIOR 1/4" MAX. # 10 GR. h SELF -TAPPING SCREW INSTALLATION ANCHOR SHIM SPACE METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, INTERIOR SEE SHEET I INSTALLATION NOTE 14 EXTERIOR PERIMETER SEALANT BY OTHERS VERTICAL SECTION 5 IICAO- 2K WOOD BUCK THROUGH FRAME SEE 6LAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN S TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAPO.A. O.A. / ` ( P/N 50-2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ. 1/4" MAX PERIMETER SEALANT r SHIM SPACEBYOTHERSfitI EXTERIOR FINISH 1 1/4" MIN. BY OTHERS EMBEDMENT PRECAST SILL-'. BY OTHERS ,. 3/16" ITW TAPCON ° e •• •' INSTALLATION ANCHOR '.° 13/4" MIN a EDGE DISTANCE p VERTICAL SECTION 5J SILL - CONCRETE/MASONRY THROUGH FRAME O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB -METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVLDED TO ACCOMODATE #14 DIA. 4. 000-I-4.0000 2.0000 -t• 2.0000 - 0.0620 - 0.5000 Z 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. I-1/4" EMBEDMENT, MIN.1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DRILIING SCREWS. GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4• EDCE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. SilverLine bAndersen r". r,••oe uovtw mHswrcc w anoz PH. I= 433.1cw n R o i HW NWca3 oLL yul 10 w u m U, 0 111 IN p I Fl al Z 0 H Z0 t5 w Ln N o r ui uZ p p u u) DWG #: 5 OF 6 INTERIOR EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCIN5 SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING I5 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X), DE5I6N PRESSURE •/- 35 PSF 36 X 84, (0/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77• (O/X), DESIGN PRESSURE 35 PSF 72 X 84, (0/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-0/X), DESIGN PRESSURE -/-50 PSF t - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5: 76 X 62. (O/X-0/X), DESIGN PRESSURE •/- 35 P5F n - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SiZE/RATINGS: 76 X 62, (O/X-O/X), DE5I6M PRESSURE •/- 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. 5/8' O.A. IS. GLASS EXTERIOR / / \ INTERIOR I O MIN. GLASS D BITE 1/2' T 1/8' SETTING BLOCK GLAZING DETAIL ] NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I• MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4" ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT Y/INIDOW FRAME. BY OTHERS 1 1/4' MIN. EMBEDMENT i 1/2" MIN. EDGE DISTANCE 2' MIN. EDGEDISTANCE.. CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverUne b)Andersen r1l000• OT! QI.YEC.WE 6lSv! uon.r) uu+swiac w aroi rw CAS)+r}:000 QQ `WF -2 FO m0 H n 23z O np V) mW N to 7 m -3 w mLLi o g g ' ca.o x zWmr d I a 3; i t T m7 V) m h J a Ln DWG #: SWD002 SHEET: 6 OF L WINDOW R DOOR MANUFACTURERSAS=IATION IEWDMA Hallmark® Certificate of Conformance and License (CCL) 'f 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. Adminis,rati`.e I'Awag`m"" Systems, Inc. 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 psi; Water Test Press 220Pa 4.59psf) 44D.H-025.36 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm 139241.01-109-47 7/17/2012 3/8/2017 914x2127mm (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 44D-H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219x1676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 9140930 mm (3606 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.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 511/2017 1118xl905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440-H-025.43 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/1/2013 5/1/2017 965xl676mm' (38x66in'}Type H; Positive Design Pressure DP) = 240013a (50psf); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW & DOOR MANUFACTURER$ASSOCIAT1pN HCertificate of AMS, INC. NOWDMA Conformance and License (CCL)allmark® Admmistrnt"`„" n`n` 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.2/A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 5/1/2017 1118xl575mm' ( 44x62in')- Type H; Positive Design Pressure ( DP) = 2400Pa 50psf); Negative Design Pressure ( DP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 36013a ( 7.52psg 440- H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5l1/2017 1016x1829mmm ( 40x72in) - Type H; DP = 2400Pa (50psf); DP =- 2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440- H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5l1/2017 1016x1829mmm ( 40x72in) - Type H; DP = 2400Pa (50psf); DP =- 2400Pa (-50psf) 440- H-025.47 29001mpact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E- 1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =- 2400Pa (-50psf) 440- H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219x1829mm ( 48x72in)-H; DP+ 30/-30; Water Pen. Rsist. Test Pressure = 360Pa 7. 52pso 440- H-025.50 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size Tested 965mm 1880mm D7075.01-109-47 1/14/2014 2/24/2017 965mm x 1880mm • (38 x 74in') Type-H; DP +50/-50 psf; Water Test Press 360Pa 7. 52psf) 440- H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440- H-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675-1 3/5/2014 2/20/2018 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 3/5/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type- H WD- 20 10114109 Friday, May 13, 2016 Page 8 WMANFAMRREERSASWCIATION Hallmark® Certificate of z AMs, INC. IEWDMAConformance and License (CCL) . AdminisirntiecMnnugcrnrnt sy5ccrns, 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 440-H-025.57 2901/4901Impact 440-H-025.59 2901/4901Impact 440-H-025.60 2901/4901Impact 440-H-025.61 2900-4900 Series/29014901 Single Hung Window 440•H-025.62 2900-4900 Series/2901-4901 Single Hung Window 440-H-025.63 2900-4900 Series/29014901 Single Hung Window 440-H-025.64 2900-4900 Series/29014901 Single Hung Window 440-H-025.65 2900-4900 Series/29014901 Single Hung Window 440-H-025.66 2900-4900 Series/2901/4901 Oriel Single Hung 440-H-025.67 2900-4900 Series/2901/4901 Single Hung 440-H-025.68 2900-4900 Series/2901-4901 Single Hung Standard Rating 101/I.S.2/A440-11 Class R-PG50; Size Tested 965 x 1575mm (-38 x 62 in.)' Type-H ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, E-1686-05 Wind Zone 4 ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, E-1886-05 Wind Zone 4 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psf; Water Test Press 260Pa (5.43psf) 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm x 1829mm (48 x 72) ' Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm x 1956mm (38 x 77) ' Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm x 2438mm (48 x 96) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm x 1880mm'(38 x 74) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) Wide High Test Report # CertDate ExpDate 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 1219mm 2134mm D9957.01-109-47 10/9/2014 816/2018 1321mm 1829mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm 1829mm D9964.01-109-47 1/29/2015 8/4/2024 965mm 1956mm D9964.01-109-47 1/29/2015 8/4/2024 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 965mm 1880mm E5612.01-109-47 6/1/2015 9/8/2025 WD-20 10114109 Friday, May 13, 2016 Page 9 WINDOW & DOOR MANUFACTURERS ASSOCIATION IEWDMA Hallmark® Certificate of Conformance and License ( CCL 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. Adminutn.c,lmugcmrn` Systcros, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-47-r1 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.70 29004900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 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.2/A440-08 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 C9952.01-10947 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 26013a 5.43psf) 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-10947 9/24/2013 7/22/2017 1994xl524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440•H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-10947 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 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 (7.52psf) 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 5.43psf) WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW R DOORMWMUFACTURERSASSOCIATION Hallmark® Certificate of A&4<X 1 ) IEWDMAConformance 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 AMS, INC. Admmistntir•cMant eroeat Systems, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psf; Water Test Press 180Pa (3.76psf) 440-H-027.28 2900-4900/2902-4902 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 psi; Water Test Press 180Pa (3.76psf) 440-H-027.29 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77)' Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-027.30 2900-4900 Series/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 +151-15 psf; Water Test Press 360Pa (7.52pso 440-H-027.31 2900-490012902-4902 Twin SH 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109-47 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 2900-490012902-4902 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 psf; Water Test Press 360Pa (7.52psf) 440-H-027.33 2900-490012902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/2112025 2426mm x 1880mm (96 x 74) Type-H, DP +30/-30 psf; Water Test Press 220Pa (4.59psf) 440-H-028.14 2903/4903/ 70 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737xl575mm (108x62in}H 440-H-028.15 2900/4900/ 70 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 2900/4900/ 70 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 DOORWMA+VUACTURERSAMCIATION IMWDMA Hallmark® Certificate of Conformance and License (CCL) 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. Administtntivc Mlnnggcment Systems, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 2900-4900 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 (7.52psf) 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109-47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-028.21 290014900170-2903/4903 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 (3.76psf) 440-H-028.22 2900490012903-4903 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 (4.59psf) 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 9/5/2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900/70 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118xl524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psf) 440-H-029.08 2900-4900/2907-4907 Single Hung 101/I.S.2/A440.11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-030.15 2900/4900 Series 101/I.S.2/A440-11 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 3.13psf) 440-H-030.16 2907TR/4907TR Senes 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 5/6/2018 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 D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 ONWINDOW R DOOR MANUFACTURERSASSOCIATION Hallmark® Certificate of NOWDMA Conformance and License CCL 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 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540Transom (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 5.43psf) 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 5.43psf) 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. Admmnistwivc Nianab rwnt Systems, Inc. CerfDate ExpDate 11/23/2015 4/27/2025 11 /23/2015 4/27/2025 XI.-cz— John 11ScFee, VP of Certification Programs, ITDMA Hallmark By: AO1,4 Rhonda Schott, Authorized Represwttotive, kVS If Program Sponsor: Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL (312)6734828 www.wdma.com Program Administrator: Administrative Management Systems, Inc. PO Box 730, 205 West Main Sackets Harbor, NY 13685 TEL (315)646-2234 staff@amscert.com WD-20 10114109 Friday, May 13, 2016 Page 26 IrIA\\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 9S4.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 3947 5th 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' F. O i 7 0 C OP.• • : F` .' • R. l 1111 Hermes F. Uorero, P.E. Florida No. 73778 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Windows Single Hung State Product Approval Method (1)(a) 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 ff 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 5`h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL ft 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 SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 IrIA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 12/15/2015 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 IrIA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved -anchor types and substrates areas 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. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (IX), 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. f'c = 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 10/27/2016 Florida Building Code ONine lJlik7U o o o o v BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats h Facts I Publications I FBC Staff I BCIS Site Map I Links I Search a 1 ' Product Approval USER: Public Userdbpr Product Approval Menu > Product or Apphca[ion Search > Application List > Application Detail 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-Dalton.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 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 FL9174 R11 COI Cert of Ind Scates 2011 s.odf Standard DASMA-108 DASMA-115 Year 2002 2005 https://www.floridabuildirg.org/pr/pr_app_o.aspx?param=wGEVXQwtDqufl 1 JRfWxf6u7ojni0heH %2bR KJkizESWxAzegKuY8GeGO%3d%3d KIYAKIRI Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 FL # I Model, Number or Name 9174.1 15120 / 6100 / 9100 # 0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 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 15120 / 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 318958 P7.odf FL9174 Rll II Track Supplement Chart P10.odf FL9174 R11 II WD]ambSuoDlementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.0df 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 Rll II 0229 318959 P8.odf FL9174 R11 fI Track Supplement Chart P10.odf FL9174 Rll II WDJambSuDDIementP16 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 Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 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 II 0230 318960 P10.odf FL9174 Rll II Track Supplement Chart P10.odf FL9174 Rll II WD]ambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 r1 s.0df 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". Solid only - no glazing available. Installation Instructions FL9174 R11 II 0231 318996 P5.odf FL9174 Rll II Track Supplement Chart P10.odf FL9174 Rll II WD]ambSupplementP16 s.pdf 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 Rept 9100 rl s.Ddf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19 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 Rll II 0234 319022 P5.odf FL9174 Rll II Track Supplement Chart P10.odf FL9174 Rll II WD]ambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.floridabuilding.orgtpr/pr_app_M.aspx?param=wGEVXQwtDquFlIJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 216 10/27/2616 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.Ddf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 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: 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0235 319023 P6.Ddf FL9174 Rll II 319040 P1 Post.pdf FL9174 Rll II Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSuooIementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0232 318999 135.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSui)plementPl6 s.pdf 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 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. 9174.9 15120 / 9100 # 0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 15120 / 9100 # 0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0233 319000 P5.odf FL9174 Rll II Track Supplement Chart P10.Ddf FL9174 Rll II WDJambSuoplementPl6 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0236 319024 P6.pdf FL9174 Rll II 319040 P1 Post.odf FL9174 Rll II Track Supolement Chart P10.Ddf FL9174 Rll II WD)ambSupplementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0237 319025 P6.Ddf FL9174 Rll II 319040 P1 Post.odf FL9174 R11 II Track Supplement Chart P10.Ddf FL9174 Rll II WD)ambSupplementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes httpsJ/www.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDquFlIJRfvVxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3(6 10/27/2016 Florida Building Code Online 9174.11 15120/5140/6100/9100/9400/9600 19' 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 II 0600 319026 P4.Ddf FL9174 Rll II Track Suoolement Chart P10.Ddf FL9174 Rll II WDJambSuoolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 19' 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 F19174 R11 II 0601 319027 P4.Ddf FL9174 Rll II Track Suoolement Chart P10.Ddf FL9174 R11 II WDJambSuoolementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.13 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 P5.Ddf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.15 I5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R11 II 0603 319029 P5.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 Rll II WDJambSuoolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0604 319030 P5.Ddf FL9174 Rll li 319040 P1 Post.pdf FL9174 R11 II Track Suoolement Chart P10.Ddf FL9174 R11 II WDJambSuoolementP16 s.Ddf 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 Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0605 319031 P4.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WD]ambSupplementP16 s.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquFlIJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%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 rL'Jl/4 K11 At tval Kept viuu rl s.Dor FL9174 R11 AE FLD9174 r9 Affirmation for FBC 5th 2014s,odf Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions EL9174 R11 II 0606 319032 P6.Ddf FL9174 Rll II 319040 P1 Post.Ddf FL2174 Rli II Track Suoolement Chart P10.odf FL9174 Rll 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 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf 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 15140/6100/9400/9600 40608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +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. Installation Instructions FL9174 Rll II 0609 319035 P5.Ddf FL9174 1111 II 319040 P1 Post.Ddf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSuDDlementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 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 II 0608 319034 P4.Ddf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R31 II WDJambSuDDlementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.20 15140/9400/9600 #0607 116' 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: 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 Rll II 0607 319033 P5.odf FL9174 Rll II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuDDlementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida Is an AA/EEO employer. Copvrioht 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 mall to this entity Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: httpsJA&ww.floridabtAidirig.org/pr/pr_app dll.aspx?param=wGEVXQwtDgLifllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d W UsTi'A/PlkIily Florida Building Code Online Rig Credit Card Safe https://www.floridabuilding.org/pr/pr_app_o.aspx?param=wGEVXQwtDquf lJRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%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 NII3 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 7 6 800 9 1 7 6 E' SCAT V/ y;GENdF•% No.51737 -11 0 STATE OF ` b 5 •• FLO_R1OoN P% . S ONA; ;0` 11111 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 = 16ft LOAD PER JAMB = 30psf x 16f1/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" 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. Approved Date: 2015.02.20 09:56:33-06'00' 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 NOTE 3 100 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 No. 51737.00 O STATE OF ONA; 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2') OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") 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 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' 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. 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 56308/1'2203 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/ NOTES 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 1 11 14 16 760 11 1 13 1 16 780 10 13 16 800 10 13 15 ocFN 60* No.51737 O STATE OF 0 P: 1` C OR% SSIONA; ?N III1 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 3" AND 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 16fU2 = 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 56308/1`2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB NOTE4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLEDCMU"oTE2 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 iiiirr, No. 51737 O STATE OF jp` I LOQP% p? RI N . zz/PpSIONAL; 11611111"&* \ 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.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END 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 = 16ft LOAD PER JAMB = 30psf x 16fU2 = 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 John4E. 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 56308/1`2203 Revision P16 SCHEDULE5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT "ores 2500 PSI CONCRETE "oTE' 4000 PSI CONCRETE "oTE' 2000 PSI GROUT FILLED CMU"oTE2 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 8 500 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 18 8 800 17 17 8 No. 0737 STATE OF p ONAL 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 INSTRUCTICIS. Digitally signed by John E. Scates, P.E. ADDroved 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 wagne 1piton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 No. 5173T 0 ; STATE OF oo • SIONAIL Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E SCATES. PE 3121 FAIRGA TE DR. CARROLLTON. TX 75007 FL PE 51737 TX PE 56306/T72D3 PROFESSIONAL ENGINEER'S SEAL PROMDED ONLY FOR VERRICADON OF WINDLOAD CONSTRUCTION DETAILS 1 - --4 6" MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEM ENT TO CONCRETE AND GROUT FILLED CMU. TYP. 6" MAIL MINIMUM 2x6 /3 IE HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4" 2-3/4- 2) 3/8" SIMPSON TITEN HO SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4" DETAIL 1 MINIMUM 2500 P51 CONCRETE NOTE MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS SEE DETAILS 1. 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS DOOR HEIGHT DOOR WIDTH MINIMUM 2x6 /3 (L HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4) 3/5" 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 2000 PSI GROUT FILLED CMU NOTE; MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. REVISIONS MINIMUM 26 /3 Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4' 4) 3/8" DIA LAG SCREWS WITH 1-1/4" O.D. WASHERS LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32" INTO THE MAIN SUPPORT MEMBER. DETAIL 3 WOOD SUPPORT STRUCTURE NOTE MAXIMUM DESIGN LOAD CAPACITY OF 2430 LBS. SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 P16 vvu9 palton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 I91111// i/ X% • ,' No. 51737 0 STATE OF ; 6 A/ pLORM j,F 1s ONA; \ IIIII Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26 -06'00' JOHN E. SCATES, PE 3121 FAIRCATE DR. CARROLLTON. T% 75007 FL PE 51737 TX PE 56305/FZ2D3 PROFESSIONAL ENGINEER'S SEAL PRONDED ONLY FOR VCIRITICAOON OF WINDLOAD CONSTRUCTION DETAILS MIN 25M PSI CONCRETE HQM 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 RECORDFORTHESTRUCTURE 3/8- SIMPSON TITEN HD, 2-3/4- MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET- 1/4-20xg/16- TRACK BOLT AND 1/4-20 HEX NUT 2 3/4- EDGE I MIN 2 a 4 SPF (G-0.42) OR BETTER WALL STUD NOTE 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 --- EXTERIOR SHEATHIN 5/16' LAG SCREW WITH 1-0/32- EMBED IN CENTE>OF STUD (3 1/4-) FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-204/16- TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LBS PER LAG FASTENER SHEET 2 OF 2 REVISIONS I I DATE I NAME I DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 The Genuine. The Original. A 0 April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Overhead Door Corporation 2501 S. State Hwy 121, Suite 200 LoMsville, TX 75067 Phone 4695497100 Fax 4695497281 rrww. ov e r h e a dd oo r. co m 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 J.K.pp'%,,, P.•• o,cNSF ••'i, No. 77945 STATE ofoptv NAt `E U 610 HOrt011 TODCI) Overhead Door.Corporation a5 bs.Wiaryof5enweHotding:Cot gratbn..® — 0.- 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer (972) 492-9500 June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL09174-R7 To Whom It May Concern: 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 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing 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. c FL 09174-R7 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. 5 CA 2 Vw N Drawings TABLE 1. FL09174-R7 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 1911 W 3 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 41AX w ZA7.= 3 V iQno/ q FL09174-R7 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 P5 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 7T 1ER 4 WILD / t 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 %" 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 FL 09174-117 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. ( Florida PE # 51737 0 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer fax (972) 492-0077 1 office (972) 492-9500 February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Statement of Affirmation to FBC 5`h 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 5th 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 # 51737 S. Ill/// No. 51737 O STATE OF t IIII 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090" MINIMUM SSS GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) jext" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 15.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090" MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH A 1/6 BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF 10) j8x1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL 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 WND-BORNE DEBRIS REGIONS GLAZED SECTION REQUIRES 1a CA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF DRILLING CIMPT1TE SCREW TO ATTACH TTHHE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERIJNE OF THE DOOR PER DETAIL F ON SHEET 2. 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT LAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). (LAZING SHALL BE 1/4' MAKROLON-AR POLICARBONATE OR EQUAL LAZING 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 VEND -BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REWIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL R® (SEE DETAIL C SHEET 2). 111 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/a' SELF DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. JAMB IB la 5/16 J 1/4-2 BOLT AND NUT ATBRA 15 J SEEWAN KEY LOCK 0 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. BOTH MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REWIRED W 7/16' TO MEET NEGATIVE PRESSURES. SEE NO L 5. KEY LOCK, SLIDE LOLLS, OR OPERATOR REQUIRED. 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE, (4aPOLYURETHANEFOAMINSULATIONCHEMICALLYBONDEDTO30DOOR CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER FOR END CAP TO HAVE A MINIMUM 1.1' OEM. ON D SECTION QU 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE PATH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. A DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE 9. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #W- SCREWS INSTALLED IN THE BOTTOM SECTION. LIVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS LOUVERED SECTION REQUIRES OPERATOR STILE TO DE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JCHN E SLATES PE 3121 FNRGATE OR. CARROLLTCN, TX 75007 FL PC 51737 TX PE 55306/F2203 PROFESSIONAL ENGINEER'S SEAL PROMOED ONLY FOR VERFICATION OF WINDLOAD CONSTRUCTION OETAILS. 13 CA HORIZ ANGLE 13 CA FLAG ANGLE CA MIN HORIZ TRACK 5/16x1-5f8• LAG SCREWS MIN 3 AS SHOWN) CA MIN VERTTRACK 0-5/a" u SCREW AT EACH AMS BRACKET Ox9/16" TRACK 1/4-20 HEX EACH JB JAMB C:ET LOCATION CA STIFFEN BRACKETS SCHELDULE FOR Y. LOCATION, AND TYPE R SIDE LOG( - ENDS (NOT , TFH OPERATOR 5). SLIDE SHOWN FOR CLARITY SECTION SOLID M. SEE SHEET BAR LOCATIONS WITH OTIHER ANnnEs Arm 1, 2, AND 3 S SHEET FOR NLWIKLU M LIVUN WIUINS LL]] IHAN ON EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE HEIGHHT SECOORNo ' TIONS OF BRACKETS EACH JAMB) TRACK TYPE LOCATION OF CENTERLINL OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 3 2") 7'-0' 4 6 CA JB . 13 (01). 25-1 2 JB , 34 JB , 45-1 4 (CA). 63 JB 7'-0" 4 8 FAT JB , 10 JB , 21-3 4 JB , 29-34 JB , 42 JB , 63-1 4 JB 5 a C JB , 13" 01 , 23 JB , 34' JB , 47-1 4' (01). 58' JB , 87' OI 75' JB B'- 0' S a FAT JB , 10 JB , 21-3 4' JB , 29-3 4' JB , 48' JB , 57-1 4'(113). 66' JB , 75-1 2" JB 8 - 0 IGH LIFT OOF PITCH SEE NOTE BELOW NOTE, JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT. C) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLAT. NO ADDITIONAL HARDWARE NEEDED 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 HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH W- O' ALL 227.2 -230.4 14'- 0" ALL 181J -201.8 12'- 0' ALL 155.4 -172.8 10'- O" ALL 129.5 -144.0 STATIC PRESSURE RATINGS APPROVED SIZES Wayne® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0' Da On TEST ( PSF)• +38.85/-43.20 MAX HEIGHT- IMPACT/ CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21 MODELS 5120/6100/9100 PENSA9COLAA.. FLORIDARI32514 WINDLOAD SPECIFICATION OPTION CODE 0230 850) 474-9590 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/B/06 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REWIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2 CRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK CHANGED LOUVER NOTE INCREASED MAX HEIGHT TO W-9". ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. CRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION CRT 3/15/11 N T.S. SIZE: A DATE NAME 1 3/8/06 CRT ED 4/6/06 MRB SHEET 1 OF 2 DRAWING PART NO. REV. 318960 P10 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO NTH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH 2 1/4-14x7//8B CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) D 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH °. ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SUDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB NTH WITH (2) 1/4-140/8' CRIMPTITE SC W'S. THE (8) PRE -PUNCHED HOLES EACH END USE VIEWING HOLE IN SUDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/6' SELF DRIWNG CRIMPTITE SCREWS 15 GA HINGE ATTACHED TION, U-BAR PLACED OVER TOP WITH / 1SCREW 5/8' BOON THE BOTTOM SECTION SHALL ONLY TIT SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH AREWHICHARE FACTORY END WITH (1) 1/4-14x7/8' SELF DRIWNC ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE- DUE TO CLEARANCES REQUIRED TO 2' NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U-BARS, ALL U-BARS SHALL BE 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL INSTALLING ROLLER SUDES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. IS GA HINGE ATTACHED PUKE U-BAR OVER WITH (8) 1/4-20x5/8' INTEGRAL RIB AND ATTACH CRINPTITE SCREWS (2 OF NTH (21 1/4-2Ox5/B' IHRU WHICH ARE FACTORY CPoMP I 1'E[ SCREWS PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF AND I OF OF U-BAR AND BOTTOMWHICHISFIELDINSTALLEDHINGELEAFAND1THRUTHRUPRE -PUNCHED HOLE -' WEB OF U-BAR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH / ' D 3) 1/4-14x5/8• CE U-BAR OVER INTEGRAL RIBWITH SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8' SELF DRIWNC CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/8' SELF 807TOM BRACKET MUST BE DRIWNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U-BAR AT U- BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-204/8' DRIWNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. 1/ 6x3/4' MIN STAINLESS SCREWS WITH STAINLESS - - BACKED RUBBER WASHERS 3- 1/2' O.C. MAX JOHN E. SCATES PE 3121 FMROATE DR CARROLLTON, TX 75007 FL PE 31737 TX PE 5530E/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NINDLOAD CONSTRUCTION DETAILS. 1/ 8' BEAD GE ULTRAG AZE SSG4000AC STRUCTURAL SEALANT OR N FACER NON- STRUCTURAL DECORATIVE INNER WINDOW TRIM - USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH ( 4) 1/4-14x7/8' 1 SELF DRIWNC \ CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) Df 1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J- STRUT k OPERATOR BRACKET. NOTE, J-STRUT h SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 ATTACH BOTTOM BRACT TO BOTTOM U-BAR WITH (2) { OT 1/ 4-14:7/B' SELF DRISWNC / I%F. CRIMPTITESCREWIMPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) 3'. 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ---- 4) SECTION DOORS WITH ( 5) 3% 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - DETAIL F U- BARU-RARATTACHMENT1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/ 4-140/8' SELF DRIWNG CRIMPTITE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL 8 AND D THIS SHEET), (2) 1 4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BOWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-146/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (16 SCREWS EACH. 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 BOTTOM SECTION NON- STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN 1/ 4' POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER 9JDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-SARS SHALL BE ATTACHED TO THE DOOR WWTH 1/4-14x5/8' CRIMPTITE SCREWS. 3. 18 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8' 1;f` FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES Sc 1 ! Wane® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0' J/ TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DF Dalton IMPACT/CYCLIC RATED (YES/NO). YES MAX SECTION HEIGHT: 21' CI- MODELS 5120/6100/9100 DETAIL __ CVI90N OF OVERHEAD DOOR CORP E PENSACOLA. FLORIDARI2514 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS 4 CHANGES TO GENERAL DRMAT AND CHANGED BAR FASTENER TYPE T END CAPS AND OTTOM RETAINER HANGED CENTER HINGE AUCE AND ADDED DIVER OPTION. HANGED STRUT IENTIFICATION METHOD ROM COLORED PAINT TO TAMPED NUMBER. RT 3/ 8/O6 5 ADDED SUPERMPOSED ESIGN PRESSURE LOADS N SUPPORTING TRUCTURE AND LARIFIED NUMBER OF ASTENERS AND CENTER INCES REQUIRED FOR ARROWER DOOR WIDTHS. RB 5/ 10/06 6 ADDED IMPACT ESISTANCE TO DOOR. DDED MODEL 6100. ODIFlED NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT. RT 6/ 6/07 RACKET SCHEDULE FOR AT OPTION. ADDED LHR RACK DETAIL SHEET 2. RT 4/ 17/08 8 ADDED IMPACT ESISTANT GLAZING. DDED TEXAS UCENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE. CREASED MAX HEIGHT 3 8'- 9'. ADDED HIGH FT AND ROOF PITCH RACK NOTE. RT 7/ 22/08 9 UPDATED TITLE BLOCK RT 8/ 26/10 10 ADDED LONG PANEL LAZING OPTION RT 3/ 15/11 N.T. S. SIZE: A DATE NAME R 3/ 8/06 GRT LED 4/ 6/06 1 MRB SHEET 2 OF 2 DRAWING PART NO. I REV 318960 1P10 O PLICE PLATE LOCATION SEE SCHEDULE 14" MAX i 12" MAX 12" MAX i 12" u MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES, PE 3121 FAIRGATE OR. CARROLLTON. TX 75007 FL PE 31737 TX PE JO300/F22O3 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NINDLOAD CONSTRUCTION DETAILS. CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE- 2) 1/4" X 7/16 SEMI TUBULAR RIVITS---- 11 GA MIN CLIP SEE SCHEDULE SW 0.28" 2 13 GA MIN CONTINUOUS WALL ANGLE - TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF wagpc® paiton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART,PENS( 850) A47FLRIDA 4 09890 32514 REVISIONS 2 2 INCH RACK -CUPS -TEXAS TALL ANGLE 12 FOOT IPDATED IPJ 6/11/03 3 UPDATED FORMAT. JCREASED ALLOWABLE RESSURES TO 46.00/-52.00 PSF FOR 11-DOOR WIDTHS. HANGED 'TEXAS WALL NGLE" TO "CONTINUOUS IALL ANGLE". ADDED JJBSTRATE MOUNTING IETAIL. CHANGED TO TEN HD ANCHORS RT 4/2/07 4 CHANGED FORMAT. ADDED MODELS 9800 ND 8024 WITH OVERLAY 0 TRACK CUP CHEDULE. RT 8/21/07 5 UPDATED MODELS ISTED IN CHARTS. IPDATED SPLICE k CUP CHEDULES. LP 9/06/07 6 UPDATE MOUNTING iETAIL DRAWINGS RT 10/05/07 7 UPDATED CHARTS TO LIMINATE THE USE OF HE #8 CUP (REPLACED ITH #9 ACROSS THE IOARD). LP 10/24/07 8 UPDATED STEEL IOUNTING DETAIL IRB 04/11/08 9 EXPANDED 1-1/2" TO 3/8" DOOR THICKNESS TART UP TO 14' HIGH. RT 12/11/05 110 UPDATED TITLE LOCK RT 6/2/10 DATE DRAWN SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P10 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO Mild 2x6NO2 MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN. 1 8 2-2 1 /8 2-24 SPF (G=0.42) OR _ _ _ TRACK CLIP BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT t--/, MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d a. 4" a d 4 CONCRETE MOUNTING DETAIL JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON. TX 75007 FL PE 31737 TX PE 5030E/1`22D3 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NINOLOAD CONSTRUCTION DETAILS WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 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 CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEA # 7'-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" 1 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 520E 800E 8024 810E 8124 850E 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEPL PLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0' 5, 6, 6, 7, 7, 9, 9 12 9'-0' 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" 1 5. 6. 6. 7. 7, 9, 9. 9, 11, 11, 11, 13, 13 18 MODELS 610E 830E 870E 1-3/8" TO 1-5 8" THICK D OR CLIP #'S FROM BOTTOM TO TOP SPLPLAICE TS # 7'-0' 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-O" 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' - 0" 4. 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 910E 940E 960E 970E 980E 1 THICK DOOR HEIGHATE CLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0" 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" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 walc® Calton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART P( 850) A4 40989A032514 REVISIONS ANGLE 12 FOOT DATED J 6/11/O3 UPDATED FORMAT. REASED ALLOWABLE ESSURES TO 6. 00/-52.00 PSF FOR L DOOR WIDTHS. ANGED ' TEXAS WALL GLE' TO CONTINUOUS LL ANGLE'. ADDED BSTRATE MOUNTING TAIL. CHANGED TO EN HD ANCHORS T 4/2/07 CHANGED FORMAT. DED MODELS 9B00 D 8024 WITH OVERLAY TRACK CLIP HEDULE. T 8/21/07 UPDATED MODELS TED IN CHARTS DATED SPLICE h CUP HHEOULES. 9/ 06/07 UPDATE MOUNTING TAIL DRAWINGS. T 10/05/07 UPDATED CHARTS TO MINATE THE USE OF E R8 CUP (REPLACED H # 9 ACROSS THE ARD). 10/ 24/07 UPDATED STEEL UNITING DETAIL B 04/11/08 EXPANDED 1-1/2- TO 3/ 8- DOOR THICKNESS ART UP TO 14' HIGH. T 12/11/08 ADDED MODEL 8700 DATED TITLE BLOCK T 6/2/10 DATE SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 P10 Page 1 of 3FloridaBuildingCodeOnline r,.;".' r,13Te4,'a','45G' r.r:cis;oq o eaaiyp•..'t.ct,..r,'- Busin,-ess&4Profe son ai Regulaton fir-5::3•;;r,. :;:_.a;rr-.::.P: qr't . ;.t. tZ _ _ cr; t;?.,`.;: ; _ .4:= v',_ ry.. r ' E,;. ' '^ 4:ilr3a ^ k ,..,'; ...' rli,;'-s.:., ,?.;,i1 Ii.:'•`-`re;j•t...;'". C.v OOPnINIrI[' P11CUI:GO;M1 EiR01gy61DR3 sgvWCr,oerR d. p. 1 y UZ s' ro 'i Aa M Pubic UserOW". - Regulation U¢n:crmurn;lr. ra7 hufid,Produd Anprovai Man >Pr -dud- k Application Type Affirmation Code Version Status ApprovedApplication Comments Archlved Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsltlinger@miwd.com Brent Sitiinger bslt1Inger@mlwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditadon and Management Institute 12/31/2015 Steven M. Uric h, PE D Validation Checklist - Hardmpy Received I Standard Yoar AAMA/WDMA/CSA 101/I.S.21A440 2005 61il affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes 0No ON/A https://www.floridabuilding.org/pr/pr_appjtl.aspx?parain=wGF VXQwtDqtH8572qvdWL.. 8/31/2415 Florida Building Code Online Product Approval Method Date Submltted Date Validated Date Pending FBC Approval Date Approved Summary of FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD Limps of Use Approved for use In HVHZi No Approved for use outside HVHZi Yes Impact Reslstanti No Design Pressure: N/A Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.2 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ-• Yes Impact Resistant: No Design Pressure: N/A Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Page 2 of 3 FLIS332 RZ CDC FLIS332-COMP.ndF Method 1 Option D 04/30/2019 04/30/2015 05/06/2015 SERIES 420 ALUMINUM SGO OXO 145-3/4"xB0' NON - REINFORCED Installation Instructions FL15332 R2 li 08-0Q500C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R2 AE 510807B.odf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96"xB0" NON - REINFORCED Installation Instructions FLIS332 R2 11 08-00498C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R2 AE 510805B,odf Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FL1S332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R7. AE 512968A.pdf PRESSURE RATINGS Created by Independent Third Party: Yes IM32.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96'x9G" Limits of Use Installation Instructions Approved for use in HVHZ No FL15332 R2 II 08-02249A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512969A.odf PRESSURE RATINGS ICreated by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143" x96' Limits of Use Installation instructions Approved for use In HvHu No FL15332 R7 11 08-02250A.Pdf Approved for use outside HVIIZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512970A.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZi Yes Impact Roslstantr No Design Pressure: N/A Otherr REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96' Installation Instructions FLIS332 R2 11 08-00499C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by IndependentThlyd Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' ALUMINUM SGD https://www.floridabuilding.org/prJpr app_dtl.aspx7param=wGEVXQwtDgtH8572gvctWI... 8/31/2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 1I 08-00501C.Ddf Approved for use outside HVHZt Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressurot N/A Pvafuatlon Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN ELIS33Z R2 AE 5108086,Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-00502C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REF ER TO APPROVAL DOCUMENT FOR DESIGN FL1533Z R2 AE 5108098.odf PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332.9 SERIFS 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FLi5332 R2 II. 08-00503C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Othert REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 5108108 Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Doak Neet Contact Us :r IM North Momm Strmt- Tallahama FL 32399 Phone: 850-487-1824 The state of Ronda is an AAJIMO employer. Copyright 2007-2013 Shtn of Florida.:: $brdcv Statement n AomSstbillty cMtnmon[ :: Refund Statemont Urdu Sorlda low, mrail addresses are pub8c records. If you do not want your a -mall eddmz rde-se In response to a PuNio-ramrde request, do not send electronic mail to this entity. Instead, contact the oflao by phone or by traditional nw8. If you have any quastlons, please contact M487.1395, 'Pursuant in Section 455.275(1),Florida Statutes, effective October 1, 2D12, tictnSees Pcensed raider Chapter 455, P.S. must provide the Departruent with an meal) address If utey have one. TFro ema0s Provided may be used for official communication wRh the Beansea, However ert.0 address" are public moord. If you do not wish to supply a personal address, please provide the Department wM an anal) address which can be made available fD tho publla To determine If you are a Rk see under Chapter 455, P.s., plena dick he . Product Approval Accopts: C.. ditSAFE https://www.floridabuilding.org/pr/pr_app_dtt. aspx7param--wGEVXQwtDgtH8572gvdWI... 8/31/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE Z. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CDNCRETEE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS JSED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED ?ER ASTM E1300-04 WITH SAFETY SLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN I.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO,ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SOLE DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO 9£ CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063—T5 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, YIP, PDC TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 I NOTES 2 — 3 ELEVATIONS 10 INSTALLATIC RFASCNS I REV I B ow I CAR I APPAo.tO 1 I A I ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 I R_ SIGNED: 1211612013 III WINDOWS AND DOORS LLC \`tttTllFrrr/r If CARROLLTONRTXB75006 '\=\ENS"9ip SERIES 420 SGD REINFORCED WITHOUT ADAPTER '*4TA96" x 96" — — NOTES T 0? 0 V.L. 08-02249 A aS sr" NTS °ATE 10/30/13 GHETI OF 10 ,/////OV FI I HI 96- MAX FRAME WIDTH ANCHORS TO BE EOUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART 15 FOR NUMBER OF LOCATIONS REQUIRED 6• MAX II I 6• TMAX 6• LAX AME IGHT L 8• MAX 6' MAIL SERIES 420 SGD REINFORCED WITHOUT ADAPTER DESIGN PRESSURE RATING AIPACTRATWG t35.OPSF N'NE WITH 2-14r SnL SEE CHARTS P7 ANO 02 FOR OTHER UNITS RATINGS DESIGNPRESSURERA7ING WPACTRA7ING 25.01-28.6PSF NONE WITH 1-7/r SILL SEE CHARTS 0 AND 04 FOR OTHER UNITS RATINGS CHARTlt WI712-IMI SILL WHERE WATER INRL7RA710N RESISTANCE IS REOULRED. Dm1gn Prawn chwR (PSo AOd• 1dTbW nn h Ff VtiIpM dA 3QA QO f40 00 72D0 Ko0 tAoO PetI Nt! I P.t I Nep I I,- 1 -15 w Neg Ko 440 0 619 40p 0 42 4p n I40 OD43D 40D a:10 J4! 3i SZO 400 1 8Z4 I 41LO 45A I 4U I 40.a 1 37.1 37.1 pap 49J 1 40.0 1 u. 344 35.0 3i0 CHART OP2 W7N2l7A2- SILL WHERE WATER INFD.TRAnON RESISTANCE IS NOT REOUIRED. SEE MITE B SHEET I Ddgn pm=um Chart (PW or cd da frD M 3L0 T209 t]. o K00 Ifp ap0Pm YpgPot17egPwNcgPmliF.. Sa. df, a 7 0 rS3D43.0 39A 92.4 52A 62A A 4op 4• A I 49JSt.4 33A 0 14vL57DN5 0 7f700N WE I APPRWO ADDED RANGE AND FIN INSTAIIATION 12/10/13 1 R.L CHART 43 WITH I-f 2" SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Daa7gn preswe chart &4 P•- mIWd btalHNl VAdh Fv N4bht 34p fap0 34A i0o alp 0 fa. o M00 PwI Nea I Pot I Meg w Nag Pm g Co 2b.e f7.d 26D 413 15.0 37.4 2dp 34.4 a 3•] 23p J5.2 23J) 322 a2. 0 25p 1 429 125D 3 25.0 343 afp 447 J] 240 s. p 2 9 CHARTi4 WT7H 7-72' Sd1 WHERE WATER WFILTR.4T7ON RESISTANCE IS NOT REQUIRED. SEE NOTE 0 SHEET I CHART& 5 Dsdgn pf-Wfa Chad O)S}f SNM Mid M TbW Fr OPw 11- 1. Ng Par Neg Pw N4p Pw Ng 47S 47Js 417 41] sZ! 37.4 34.4 34A 2343 1 312 42. a 42} 3 2 S 2 37.2 33 36 30 0. 1 3 amber ofa0drorlocarltntrgdrtd snob Amid and Tool From wdb Fetf lap I 2f.0 t2.e Qa Ono 710 NA 6tT NLS hro4 HLS hmb Has Jame HLS dL 4 a d t 6 fie 4 a 5 a e e a 6 no 4 6 6 a 6 e a e ata a e a e a e e a Idl WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, x 96, ELEVATION muwN: pap "D. V. L. 08-02249 SCUE NTS I DATE 10/30/13 jsiEU2 OF lP.- tLIo /z p • TATE OF ; C, FIDRVDV' : f 4 FR HE 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 6' MAX 6' MAX 6' Ay ME GHT L 6' MAX SERIES 420 SGD RE AIFORCED_WrFHOUT ADAPTER EX7ERIOR VIEW DMGN PRESSURE RATING IMPACT RA7M 35.OPSF NONE WITH 2-flar Stu SFE CHARTS 0 AND 62 SHEET 2 FOR OTHER UNITS RATINGS DtSIGNPRESSURERATING IMPA(,TRATIAIB 26.01-28.6PSF NONE W)7}4 1-wStu SEE CHARTS #SAND it SHEET 2 FOR OTHER UNITS RATINGS IiORcpNs 01sas1ax avE APPW'ED ADDED FLWM AND FRd INSTAL A31ON 12/10/13 R.L CHART IS Omber 0F... bW local7ornngolretl sr& Fanel and Total uuvAlth (b) JQO Ile Q.0 Q.0 Heft W 6a0 NL4 lame 770 HaC bmb u0 NaS I Raab xa H" Jlmb a4a e 5 e e e 6 e SAX a 5 e e 6 6 6 e2 0 1 6 A e e e e 0e.0 1 e 6 6 e e e e 5 3/B' —1 2 1/32' 2 1132' SILL ALJMINU.V G=)-T5.055THICK 5 3/8- --{ 2' i 1/2' SILL AUJUW U 6=43.a55 THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96' FIN ELEVATION DRV1a I D W. V.L. 08-02249 _ NTS IDATE 10/30/13 10m3 OF 10 1/2" MIN. RriffOn RLv DOs7vD@7 DA7E AMMM EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 1 3/8" MIN. WOOD FRAMING EMBEI?MENT OR 2X BUCK 1 BY OTHERS 1/4" MAX. SHIM SPACE 1 3/8" MIN. 1/4" MAX. 10 WOOD EMBEDMENT r SHIM SPACE SCREW INTERIOR 1/2" MIN. EDGE DISTANCE 410 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR LiJ " INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKWSTALIAMV NOTES: 1. INTERIOR AND Ef7EFUOR Rh95HM SYOTHElIS, IfOT SHOWN FOR CLARrrY. 2 PERIMETER AND JORNrSFALANr BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM Eli 12 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. ENT I 10 CREW REW J SC EXTE WOOD FRAMING JAMB INSTAU A7 ON DETAIL OR ZX BUCK WOOD FRAMING OR 2X BUCK LNSTALLlT70N BY OTHERS MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 95" FRAME INSTALLATION DETAILS DfUOt OaD M0. R v.L. 08-02249 AE NTS — 10130113JOW4 OF 10 w-jkfP0fF METAL STRUCTURE BY OTHERS EXTERIOR 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILUNG SCREW INTERIOR I- 7/8• MAN. EDGE DISTANCE I L TO BE SET INBEDOFliS10SMSOR NSTRUOTIONL ADHESIVE SELF DRILLING EOUAL SCREWS 0 sms OR METAL SELF DRSCRENIGN h A FSEE SHEET 3 OR SILL OPTIONS STRUCiURE BY OTHERS METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURENSTALLATION NOTES 1. LNTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PONMETER AND JOINT SEALANT LiY 0 THEtSTO BE DESIGNED OJACCORDANCE WITHASTME21 f2 A I ADDED FIANCE AND FIN NVN-LAMON 1 12/10/13 1 ILL 1 /4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE MSTALLATION Ml WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 95" FRAME INSTALLATION DETAILS ORRM mrc gym. V,L, 08-02249 10/30/ 13 —5 OF 10 GEH9F9d' to 5i •= AT DF 2 1 /2' M,IN. v EDGE DISTANCE A ADDS) FLANGE AND FIX 1145TALLAMON 12/10/13 R.L. o 1 1/4• MIN. d EMBEDMENT 1 1/4• MIN. CONCRETE/ EMBEDMENT MASONRY 1/4' 61AX BY OTHERS SHIM SPACE OPTIONAL 1/4' VAX. 1X BUCK TO BE 2 1/2' o r SHIM SPACE INTERIOR PROPERLY MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 a t 3/16' TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 3/18- TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR LLf J LL-JJ INTERIOR SILL TO BE SET IN CONSTRUCTIONONSTRUEON ADHESIVE OR SEE SHEET 3 FOR SILL OPTIONS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 4 , 1 1/4MIN. EMBEDMENT VERTICAL CROSS SECT70N CONCRET EUASONRY INSTALLIT ION 2 1/2" MIN. EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL CONCRETE MASONRYWSTALLATOV NOTES: 1. INMFVORAND SCTERIOR RNWS ES, BYOTHEAS, NOTSHOWN FOR CLARRY. H PEWA&7PR AND JOWT S_ArANT BY OTHERS TO BE DESIGNED IN ACCORDANCE NTTH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 FJ,'/ ice 6ENy-. 0 * - SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 9 FRAME INSTALLATION DETAILS o a • AT OF FS; 0R10P G\'e- DRAWN: oxo !¢>. 08— s02 249 RLv A sum aAa NTS10/30/13 6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS f10 WOOD SCREW WOOD FRAMING OR 2X BUC% BY OTHERS 1 /2" MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR LL J U INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCX INSTALLATION NOTES: I. BJ7'ERIORAND ExIFAIOR FWI,SHEC, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEAUW T BY OTHERS TO BE DESIGNED 1N ACCORDANCE WT774 ASTME2112 anzm7 N a1E Aavnwfn ADDED FLN7GE AND FIN INSTALliMON 12/1D/13 I R.L 1MAX- SHIM SPACE INTERIOR 1 3/8 LAIN. EDGE DISTANCE D r 0 BE SET IN OF WLKDA 116 RUCTION ADHESIVE 110 WOOD UAL SCREWS SEE SHEET 3 FOR SILL OPTIONS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING WOOD FRAMNG OR 2X BUCK LVSTALLA77ON OR 2X BUCK BY OTHEM MIN. IENT MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS De wx Y. L. 08-02249 s=' 41 NTS — 10/30/13 —7 OF 10 T OF METAL STRUCTURE BY OTHERS EXTERIOR 1 /4• MAX. 9 r SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR T- 7/B' MIN. EDGE USTANCE 1 SET IN VULKEIA 118 10 SMS ORIONADHESIVE SELF DRILLING SCREWS f10 SMS OR METAL SELF DRILLING STRUCTURE SCREW SEE SHEET 3 BY OTHERS FOR SILL OPTIONS METAL BY OSTRTTHE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: f. INTFi1/OR AND EXTERIOR FTMSHES, BY OTHERS, NOTSHOWNFDR CLARRY. 2 PERfMETER AND JOINT SEALAA r BY OTHERS TO BE OESIGNED IN ACCORDANCE NTTHASTM EY112 1 /4" MAX. SHDd SPACE saur N as APrRovm ADDED FLANGE AND FIN DWALLATION 17,/10/13 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 51""llll, v,•\GENSF•: D 0 6SERIES420SGDREINFORCEDWITHOUTADAPTER 9T x 96" FLANGE INSTALLATION DETAILS Z SO TAT OF ltru me Ia V L OB-02249FS's:/Rl G`e: scALc NTS lwm 10/30 13 l9wS OF 2 1/2" MIN. EDGE DISTANCE 1 1/4" IAIN. a. EMBEDMENT CONCRETE/ e MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR LjJ 111I INTERIOR SILL TO BE SET IN A BED OF VUUCEM 115 CONSTRUCTION ADHESIVE 3/1 B" TAPCON OR EQUAL SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS 1 1/4" MIN. a'• EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEI,WSONRY INSTALLATION REASOM DESCRVnCN I I1 m ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 ILL 1 1/4" MIN. EMBEDMENT 1/4- MAX. 2 1/2" r SHIM SPACE INTERIOR MIN. EDGE DISTANCE a F 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETIRWSONAYWSTAUATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET t NOTES 1. BNTERIOR AND EXTERIOR FWSH5% BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOMT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AST14 Eli 12 llANDDOORSCMIWIN001NW. P.lt0 CROSBY CARROLLTON, TX 75006 J\s 4/' v.•OENS i' 0 ESQSERIES420SGDREINFORCEDWITHOUTADAPTER*• 996O FLANGE INSTALLATION DETAILS 0 TAT OFF S. LOR70t; GN munxo11cNo. 1 V. L 08—GZ49 A ij0/0NA11E:5\' areSMENTS10/30/13 9 OF 10 WOOD FRAMING BY OTHERS 1/4" MAX I SHIM SPACE TI I 1 1/4" MIN. EMBEDMENT v I i 8 WOOD SCREW 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WWO FRAMING OR 2X BUCK hVSTALLATION 1 1/4" MIN. EMBEDMENT 18 WOOD WOOD SCREW FRAMING BY OTHERS r 1/4" MAX. L SHIM SPACE 7/16' MIN EDGE DISTANCE INTERIOR EXTERIOR VERTICAL CROSS SECTION WOO FRAMWO OR 2X SUCK WSTALLAT70M FOR SILL INSTALLATION SEE SHEETS I-0. WTER107? TRIM mmvmu WE I AWRUVm ADDED FLANGE AND RN INSTALLATION 1 12/10/13 IRL. 1 5/8" MIN. EDGE DIST. TRIM : ' . ° 1 1/4" MIN. INTERIOR EM MASONRY/CONCRETE I BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP IAISTALLAT70N MASONRY)CONCRETE METAL STRUCTURE BY OTHERS TRIM — 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP S10 WOOD S10 SELF DRILLING R y SCREW j \"\, PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMNG METAL STRUCTURE MI WINDOWS AND DOORS LLC ```ollI IILIp CARROLLTON, TX 75006 ••?OENgF'9`1' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1t• a NOTES. 96" x 96' 1. WTERIOR AAT! EXTERIOR FINJSHES, BYOTHERS, 'fl • C NOT SHOWN FORCIARRY. NAILFIN k HOOK INSTALLATION DETAILS p , TAT OF 2 PERIMETER AND JOINT SEALANT SYOTHERS TO BE REV DCSIGNEDINACCORDANCEVOTHASTME2112 yL. Oxc 08-02249 A scue waIdTS1/30/13am 10 OF Y II/OfjjAIl111\\ to WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE i MIN. F1.18EI MENi 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRANINO OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR RNISXEA BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH AMU E2112 1 3/8' MIN. EMBEDMENT I 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEAI 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK I BY OTHERS 1 3/8- MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE R-NMONS 1/ ccsaaanon a>E .r reovm A ADDED CHARTS 03/05/12 R.L B REVLSED PER NCW TEEING 1//13 ILL C ADDED FLANGE INSTALLATIONS 12/06/13 RL JAMB INSTALLATION DETAIL WOOD FRMRNG OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAM: oev ra. F.A. 08-00503 M&E NTS I DATE 02 23/09 04EIT3 OF 9 ti`n TATE OF i0. AV OPSX2pTw DATE APPROWD A ADDED CKARTS 03/06/12 1 R.L 1/4• MAX. B REVISED PER NEW TESTING 10/15/13 I RL META' STRUCTURE SHIM SPACE C ADDED FLANGE INSTALLATIONS 12/00/13 RL BY OTHERS TI 1/4• MAY - SHIM SPACE I 7/8E MIN. EDGE jtD sM5 OR DISTANCE INTERIOR SELF DRILLING I oSCREW EXTERIOR INTERIOR Jt0 SMS OR SELF ORIWNG SCREWS SILL TO BE SET IN A B© OF VULKEAI 116 CONSTRUCTION ADHESIVE 10 SMS OR SELF DRILLING OR EOUAL METAL. STRUCTURE BY OTHERSSCREWSEESHEET2 FOR SILL OPTIONS EXTERIOR METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE (NSTALLA77DN VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS ITC 1001 W. CROSBY RD JJ\5 ' LO'I% i CARROLLTON, TX 75006 r, GEAt'q y SERIES 430/440 XIX SGD TAYJVFDF NOTES: 143E 96' REINFORCEDt.lNTt7ilORM'DEMERIOAh7Nf5HES,8Y07HERS IFRAME NSTALLATION DETAILS y NOT SHOWN FOR CLARrTY. 0,{v 2PERIMETERANDJOIAITSE4LAArfBYOTHERS TOEE muxre owc nu .Ev 4t`s:ORl9Q; G`C DESIGNED IN ACCORDANCE tA7TNAST11 E21i2 F.A. 08 00503 C NTS 02/23/09 4 OF 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR VERTICAL CROSS SECTION CONCRErSfAASONRY INSTALLATION 1'' MIN STANCE MIN. MENT 1 1/4" MIN. EMBEDMENT 2 1 /2' MIN. EDGE DISTANCE 3/16- TAPCON ' +i ON • e . CONCRETE/MASONRY •' . BY OTHERS INTERIOR SILL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESNE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS T 1 1 /4" MAN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 1 /4' MAX. SHIM SPACE RNOWS Dt=i+non are A ADDED CHARTS 03/06/12 RL REV"ED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 Rl boa II 111 tN — III J EXTERIOR ra cillia JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETIJMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. f rfMOR AVD EXTERIOR FMRSHES, BY OTHERS NOTSNOWIV FOR CLARITY. 8 PERIMFTER AND JOINT SEALANTBYOTHFJIS TO BE DESIGNED W ACCORDANCE WITH ASTM Elf IT AND OOoRS LLCMIWINDooWw. ILlo cRosB CARROLLTON, TX 75006 J`'a v,•v\CEHS- d' SERIES 430/440 X1X SGD 143" x 96• REINFORCED* FRAME W-TATESOFINSTALLATIONDETAILS mu": Tn10 Na KCv08-00503 Trxs WTc I DATE. 07/23/09 190=5 OF 9 F 1/2' MIN. e¢v omca nON W1E I APPRWED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. H REVISED PER NEW TESTING 10/15/13 R.L 1 3/13' MIN. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L IOOD FRWADNG EMBEf MENT OR 2X BUCK BY OTHERS 1 3/8' MIN. 1/4' MAX. ElIBEOMENT SHIM SPACE MAX.A oSHIM - 11VTER10R SPACE 1/2' MIN. J10 WOOD EDGE DISTANCE SCREW EXTERIOR 11VTERIOR no 10 WOOD SCREW 010 WOOD tLD TO BE SET INSCREW OF VIILHEM 116 TRUCTION ADHESIVE QUAL EXTERIORWOODFRAMINGSt>= SHEET 2 OR 2X BUCK FOR SILL OPTIONS BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING WOOD FRAAONGORZYBUCK IMTALLATION 1 OR 2X BUCK BY OTHERS 1 3/6' MIN. EMBEDMENT VERr1C41L CROSS SECTION WOOD FRAf.IING OR 2X8UCXINSTACIA77ON MI WINDOWS AND DOORS LLC \\511R!f lill, 10D1 W. CROSBY RD ` J\ CARROLLTON, TX 75006 v,•GENS iy,i SERIES 430/"0 XIX SG NOTES: D I. INTSiroRAND EXTEFLANGANGE INSSTALLRIOR FINISHES. BY077fEM % TA RE1NfoRCED '. ' ATION DETAILS ,, A OF , NOT SHOWN FOR CLARITY. G IPERReETERwJDJOLNT'SEILANTBYOTHERSTOSE BD—oo503 C /i iQBAZORI t y DESIGNED INACCOROANCEWITHASTNElf123C&E NTS — 02/23/09 swu6 OF 9 1111111110 Rr=x3 REV 6 uTc AVFRVM A ADDED CHARTS 03/06/12 R.L B REVS® PER N11 TESTING 10/15/13 ILL. METAL STRUCNRE 1/4' MAX. c ADDED FIANOE INSTALATIONS 72/D6/I3 RL BY OTHERS SHIM SPACE T1 1/4' MAX. SHIM SPACE 10 SMS OR 7/8" I MIN. SEDRULUNG EDGE DISTANCESCREW lNTER10R1 CO INTERIOR El • EXTERIOR10SUSORSELF DRILLING SCREWS SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCTION ADHESNE 010 SMS OR OR EQUAL METAL SELF DRILLING STRUCTURE SCREW BY OTHERS EXTERIOR METAL STRUCTURE SEE SHEET 2 FOR SILL OPTIONS JAMB INSTALLATION DETAIL BY OTHERS a I METAL STRUCTURE INSTALIAnUM VERTICAL CROSS SE077ON UFTAL STRUCTURE_ INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 J\. "'• 9 i GENs.pi' SERIES 430/"0 XIX SGD 0 5Jt,{Y NOTES 1. INTEAIORAND EXTERIOR FINISHES, BYOTHERA 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS 1:41! 0A -, SSTATEEEEE OF T: t O F ORIOQ; NOTShonvF-0RCLARITY. 2PERIMETER AND JOINT SEALANT BY OTHERS TO BE piuwx: vKa ,1a tav C DESIONED IN ACCORDANCE WTRIASTM E2112 F.A. 08-00503 7 11ONAI. 111I111%%N NTS him 02 23 09 OF 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL - 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 2 1/2' MIN. EDGE DISTANCE HIM SPACE 4' MAX. jffii!' !'till 'lih' . EXTERIOR II II II II II I1 INTERIOR 3/16' TAPCON II it II II II I 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 3/16- TAPCON CONCRETE/MASONRY BY OTHERS SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESVEE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS MASONRY/ CONCRETE I 13Y OTHERS 1 1/4* MIN. EMBEDMENT VERTICAL CROSS SECTION 2 1/2- MIN. CONCRETEWSONRYMISTALLATION EDGE DISTANCE 1 1/4- MAX. r SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVMMNS REV DfiSCR VT M ORE aPPRWED A ADDED CNART5 0.3/06/12 R.L B REVISED PER NEW TESTING TD/15/13 R.L C ADDED FLANGE MAI I ATIDNS 12/O6/13 R1 JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. P PER WETER AND JOINT SEALANTBYOTHERS TUBE DESIGNED W ACCORDANCE WITHASTM E2/l2 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/"0 XIX SGD 143" X 98" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: oK0 rro. F.A. 08-00503 acKr NTS IWE 02/23/09 s'W8 OF 9 g1 T OF 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1 /4" MIN. EMBEDMENT T 1X BUCK BY OTHERS, 1X SUCK TO BE PROPERLY SECURED ICI I 3/ l 6" EXTERIOR -J PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYAGONCRETE INTERIOR TRIM EMBEDMENT HOOK SMP JID WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 9(BUCKANOOD FRAMING MCOMON DATE NIPRDVED ADDED CHARTS 03/GS/12 R.L REVLSEO PER NEW TMNC 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/Q R.L. METAL STRUCTURE BY OTHERS TRIM - INTERIOR HOOK STRIP 70 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS, NOT SHOWW FOR CLARITY. Z PERIMETERAND JOTNT SEALANT BY OTHERS TO BE DESIGNED INACCORDANOE WITHASTM E2112 MI WlNooww, ANDLLC S11REICOq Y00RS CARROLLTON. TX 75006 v,•,\0 Ns:¢ SERIES 430/440 XIX SGD 143" x 96" REINFORCEDHOOKArAXTFINSTALLATIONDETAILSjOF ; .Cr 4o FESL R1 G` auxN: oNa NO. OB- 00503 ONA}77`\ e" uTc p1TK 02/23/09 SHMT9 OF 9 6/g/2917 Florida Building Code Online MIC-il Professional Regulation BCIS Home I Log In I User ReglstraUon I Hot Topics Submit Surcharge Stats a Facts Publications FBC Stay SCIS site Map Links Search b'rq t r"Prodct Approval a USE:blic User(.+. t• Product Approval Menu > Product or Application Search > Application List > Application Detail P OFFICE OF THE FL S FL15000-112 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 rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 1. King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Independence, pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/1.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://Iloridabuilding.org/pr/pr ppp_otl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2HyBp/o2fuCfc2MRiSC82vp/p3dp/o3d 6/9/2017 Florida Building Code Online FLI5000 R2 Eouly FL - 15000 Eouiv of Standards odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 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 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 15000.1.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 15000.1 for Design Pressure Ratings, any FL15000 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 "]" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber-Classlc" or "Smooth -Star" 6'8 "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 II INST 15000.2.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 "1" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 "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 15000.3.odf additional use limitations, Installation instructions and Created by independent Third Party: Yes product particulars. (This product approval requires the use of "Y part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic' or "Smooth -Star" 8'0 "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 FU5000 R2 II 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 "I" 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) https://noridabLdlding.org/pr/pr_app_jdtl.aspx?param =wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKq2Hy8%2fuCfc2MRiSC82w%3d%3d 213 6/9/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 lI 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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.pdf 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, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Aber -Classic" 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 1`1_15000 R2 11 INST 15000.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.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, which have been stained or painted within 6 months of Installation.) flack Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. 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Product Approval Accepts: itr«r -iT Credit Card Safe https://floridabuilding.org/prlpr_app dti.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 313 UDT MAX. DOOR WaWIDTH DOOR PANEL Rbor Clcvsic EXTERCR HORfZCNTAL CROSS SECTION D" PANEL 4= Tr- 1 ME CL, LJ (:0-SM = 0 TOP rcuimlo 12Dr — T T 0HLNGE 5RfO RAIL L F78OZ CLSSIC) (C) -' VE3MCAL CRO.SS SECTION CLASSIr2 J DOOR PANEL HORfZCNTAL CROSS SECTION D" PANEL 4= Tr- 1 ME CL, LJ (: 0-SM = 0TOP rcuimlo 12Dr — T T 0HLNGE 5RfO RAIL L F78OZ CLSSIC) (C) -' VE3MCAL CRO.SS SECTION CLASSIr2 J DOOR PANEL WGILAZ MIT 1/2' MiN. GLASS THK. 40 1/8" EXTERIORFFGLASSG1TEMPERED F 1 INTERIO4R0 41 25SNSPACER SOTET 1 I GLAss w/ SMIC LITE FWAF GLA7rNG DEW 13. 93751 MAX PANfl WIDTH 7. 12i MAX D. LO. WIDTH AIR SPACE 1 8" EUPERFD CLASS 1: 1 1/ 2" MIN. CLASS THK 1/ e° TEMPERED CLASS AIR SPACE 1/ 8, TEMPERED CLASS E 1 M' 24 41 S 3S , SEE NOTE 1 HORIZONTAL CROSS SECTION 4 SIDELITE PANEL d 1 21 ST 2589" d 7A 42 a ^ Pl.l5T1C L!P CITE FRAME /1 PLASTIC UP UTE FRAWE EXTRUDED PVC EXTRUDED SMC 4- 1o7T 1w r { swanLPAVEI CROn SECTION 1. Spacing for Rem #29 & J41 (Me frame ecrews) I I II is as foRorrs: From the bottom up on sides, 6.5. 4 with (7) more eparod at 9.875" as than are (7a cCrows both top and bottom at 2.12.5 in from each SIDECITE PANEL 8- 2S1DE1lrE TOP & 80TTDA( RAIL S S7D4 8LM1K SIDE SALE comer. Smooth Star FINGER JOINTED PONDEROSA PWE, SCm0.43 ANGER JOINTED PONDEROlS PIN& SGe0.43 FL—T3000.3 zr - A- 612 a 73 17 ,1S'MIN. GSWK g ^ Adi io 8 ice.. g n 7 rrfit 1111 h a ixxo $m•u a ( 4q F a sidaRte Is d14ct set Into the jamb wrlh (72) item #43 a 68 x 2' pfh. (rood rcrew. There are 41r' • 13 4) at ooah verflool Jamb, from the top do+m at 18 115 , 31 . 48.5' & 66' Then cre (2) of the 1-1/4 MfDL 21 18 header at 4' from the outside aornera of the N 8A0. i1P•) frame. There are (2) at the d11, 4' from tfe o IIEB10B outside comers. 1 ut T HORZONTAL CROSS SECTION 48 1-1/4' M1N 49 EMS. (TYP) I 1SMN. 17 13 45 8 T1.•i 4 1 Jl1u.nIOR ett'•r S.:: r 7 ACTIVE 36 C4 43 SEE NOTE 1 ]S EXTERIOR e. 21 M 02124 12 9 i 6 43 mue: MT.& to 12 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECRON FvfjK2go. 71MWM e O rrrP. UWONHOWN FORMISDNRYEFERENCEOPENINGQMULLIONII k JAMBS Q SHOWN FOR II I REFERENCE II ll Q II 2X BUCK fl Q 11 II it II G ASTRAGAL 11 II p SHOWN FOR li I I p REFERENCE I I vt II p II II 8 II 1[ Q II DOUBLE W/SIDEIM BUCK ANCrIOam MASONRY OPENING Gl71JCRL7EANC 01, NOTE: 1. Con a orE flo n• otihe cony maybeadAnted to motrdain the mfi. 2X BUCK ndga datance to morfcrjoints. 2. Concrete ancharloeatlans noted as MAX. ON C94W nnat be adAzted to maintafm The mfn. edge d[stance to makerjoWA adddlond concrete anchors may be requred to ensure the IMAX ON Cf3OW dimension ore not exceeded 3. Concrete anchortatue: Jd.`` Tg'; AITt)id . nnrr :-.: Wr}::C-t!w ii c` EtV113FDA IVY' IC'1NA30,!!Rk• ItOjCA;i1 GFI('r" ITw O TAJ•CON 1/4' 1-1/P 2' 4' E1.CA YLTRACON 114' 1.114" 1' P QMASONFYJ7.f9 Q OPENING TYP, HFAD Q JAMBS Q Q p 2X BUCK I i6 I `/STRACAL SHOWN FOR I REFERENCE d o I I II II MUWON II II SHOWN FOR II 49 11 REFERENCE II Tt'P. HEAD I I do JAMBS If li II II II II II T II I1 II I II MUWON II b Nd II SHOWN FOR II RENCEREFERENCE Ii it II II MASONRI OPENING 2X BUCK 11 v To e a } a o n c 02 24 I2 r c m (FS 3 SM N d FL-16OM3 0 II 8 6 12 i 'ti d n 8 nte.se lase 7asT }----tes taas F •_ BOTTOM IBA M E 14+ m64Pi 27 8 3a b V TYP' 27 TYR TYP. g AS 32S 32S G OJS' OJS a 0.0w t''- SEE NOTE 1y 6 G 0 7 u o NOS: AS DETAILwm 0 24 12 N.T.S. o+¢ m JX a 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP az er LFS 3 AND THE BOTTOM. a FL—]SDOOJ o am 1 or G THERMAITRU 19 THERMA TRU DOORS T1e JWCU4"R MR., e0RCR10 M. OM 4 017 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NON-IMPAcr^ GFNEZAL NOT73 1. This product teas been evaluated and Y In c mpianm w3h the 51h 6deibn P 014) FWda fivadtng Code PBq sttuchaol mquNwnenis lr=hrc'arp the ifegh velocity Hue(ccme lane Vjr)HW. 2 Product anchaa sfiatl been listed and spaced as sllorm on detdlL Andlorerrbsdme rt to base material shall be beyond wal dmsdng orstuceo. 9. When seed to its• •HVHT ft product k amuhad to be protected w9h an k%-xjr1 ne;stent cwmhg turf cornpDes wth SeOon 1626 of the FrC 4. Whenu<ed In areas outside of the %YW eegsfrrvV Wind borne debos protection fhk produdfs regsftd to be prateded wigs an hpcct resutont coveting that com*.4v;tbSedon 1609.12of the FaC. 5. !a 2r slttd fsesrirtq corstrucaoh anchoring of ffma rauh sbal be the same asihat dwwn for'br bu¢ma5mrycorahucfbn d. 11to condill" that deviate tom To details of this drawing requle li ttmrengneerfip analysts by a licermd ang-•K= orregslered avctitect 7, this product does not meet the water irtWtratton mqutsmenh f a Ihs lf*T. Wwng u14s shoo be fnsta4ed ody In nan-hobHdbls areas or at habitable locaf'iorrs protected by an ovedsang or canapysuch chat the angle between the edge of— py or oveftM to sM b lee than 45 degieeL TAME OF Q0NWM MaTt D=LLPAON i etOvaboru,d premaesageneralrwtm 2 Door detab [Smooth SW 3 detals(Fbarclosslci 4 Sidellis pane d• erb & gaftV deter S vedicaleaosssediors 6 Huettan al cross sectors 7 HaiTnstalaos:sec6ara 8 rcrcArsG 9 Fmma 10 Ramer rssd+odn9 rl Aft2cll dekft 12 0 of mole dat & CompoDerds 1 37JVM X ovEtALL PlAM WMM fOSSrMAX DOLE W/9DELrrrS IA!Sl17NG UNIT woro r svr,,.xovaAu FWAEWm1H D D SEE DETAIL A"/ sHM aa__ U4x 1 113,4- D ffjj 6 IL a SEE DEgII A'/ SHEET 6 5 5 SrNGLE E 0 X_ t'na r!l l j't;7!.gy{1 .,' l : 4 F' ] • 1r , F•:•' r'"tii isi 0 FL-75000.4 a A t - z IZ At) 55 IA 56 2: R 54 x 3dWMAX DOOR WrFMOR Mi Q PANELWMTH rl\ HOMZONW CROSS SECTIONDOORPANEL EXIMO 4.W j, o" Al —.- MaiM LL- ZDOORPANEL SMQDth Star e. 57LM T4 ,4 ! 2 02/24/12 VVMCAL CROSS SECTION SUM H.T.S. RINGS U BOTTUM RAIL r2 ;Z DOOR PANEL am On LFS OR -am ML. a g oF 12O F5 1 VERTICAL CROSS SECTION 5 2 SEE NOTE 2 43 0 0 • l • SEE NOTE t, i, QMRL4B — `-- jNTERIO MGM:SEE NOTE 1 2 VEIMAL CROSS SECTION 5 PI Vg$1y' n V1j 7 yy nl` a N a2d ems z 8y p FgW 0• •.? 26 LL,Y e. 39• 3i a E 77 wa C 30 o i3gBlQBSEE NOTE 2 Gt 3 VERTICAL CROSS SECTION 3 Shown w/tx sub -buck OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE C14AM NOTE i. Tho elda0to IS direct act Into the jamb with (12) Item J43 a 13 x 2' pfh. wood screw. There are (4) at each vertfcol jamb, from the top dawn at 13.57. 31'. 48S' h 66'. There are (2) at the header at 4' from the outside camera of the frame. there am 2) j13 a $9 x 2-1/2' pfh. wood screw at the slA, 4" from the outefde comers. 2. OPTIONAL SURFACE BOLTS ON ACTNE PANEL SEE OE518N PRESSURE CHART) a um 02 24 12 Lr- NTS W se JK swot me LFS mom LFm `*- 0.4 O.iShSN. 13 CSWL: NOTE. J SEE NOTE 1 : ; r • 1. The s;delPe is direct set Into the jamb 43 with (12) Pm J43 a Ufa r 2' pM Wood screw. There are (4) of each verilval 4 tl o wmh from the hop down of 13S. 31', 48..5" h Ira'. There (2) the header ACTNE 4 z 'ux0 om are at omof4' frthe outside the K c w w 4Ed Comorealromp. there m a a om (2) B13 a r8 ; 2-1/Z' pfh, Naad ccliw of the ela, {' from the TxtFoutsidecomers- 1 c'..... ye INTERIOR 36 45 44 a m 4t 29 35 DETAIL 77 78 I. IMMIX OPTIONAL SURFACE ON ACTW PANEL SEE DESIGN PRESSURE CIWM Va ( TTPJ toIMFRfOR HOPJZOMALCROSSSECTIONw_ g 22 CQ4K 4 & 43 a I SEE NOTE 1 - 27 8 7 43 33 k1ACTNE Q ACID 10 G1 R V• i1 rye.:;( U 4 •t eil•.t EB.. QE r< y p 1 i•-{ fr;i;'.rFt,:.b; :'- try"rt f:ai GM 13 jNIE81QB 44 36 5 4 a 8 10 37 45 mm a2 24 12 4 a R scar, N.Ts. 9 fB am em `AC T\_ HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION cm LFS d wanm wd FL- 15000.4 0 6aIwo i w 12 o II 1 II I 6,t d Itx Z S-; Q o MASONRY I I TYP. HEAD 1 I I OPENINGI I JAMBS ASTRAGAI I I MASONRY TYP, HEADOPENING & JM98S RAGAL 6 o u SHOWN FOR I III1 F SHOWN FOR REFERENCE2)C BUCK REFERENCE d 11 a I I k-MULUON ( 1 1 1--, d sucx a uMULLION-4ISHOWNFORFOR 1 DEFERENCE 8 II REFERENCE R II r 1 r 1 eee r+ ; DOUBLE DOOR W/SYOELTTES 3x .y • j DOUBL DOOR BUCK ANCHORING 4 BUCK ANCHORING e>. LF 1 r1 i ram- o I I , I I MASONRY OPEN(rtG II II II II V SONRY OPENINGJTYP0.MII II JAMBSD II II I I I vc suac 2Y. BUCK II WUWON II CONQUTEANCHORNOTES; II SHOWN FOR II i. Carrrete ancharlocaffors at the comers nW be adjusted to madrft n the min edge dFrtance to mortmktnts I I REFERENCE I I I I I 1. Concrete ancharbcat ors noted as"MAX ON CV4TW murt be adAated to nx&ddn 8w min. edge mdarra to mortrJohbi addttional conaeta an=,%= I I I a y bo requried to enure the MAX ON CENTER' dowsro tonaret exceeded TranotSHOWN FIOR 11 n o a 3 Concrete anchorkrbta I I REFERENCE I I I I m 0 oas OZ 2• I2 i uu xts 9 iIIII ;r ;' II II i, V. x o puti+ o A w SINGLE DOOR W/SIDELUES SINGLE DOOR BUCK ANCHDRING BUCK ANCHORING 7i. L ffOR LiTDlj• piF;_'•. EMB DME(7f•: iNfl„'- iGii•R:t-iiJl'RA'fJCF-' N?•--_ tl4'." kitN C'E Ins,• -- b] itc'j TAFCON' 1/4" 1-T/4" T ELCO ULTRACON 1/4' P MASONF OPEM1 FRAM 2X EUC SEE DED11 I II I I 1 SEE DErMI 77` 1 WSIy%[ Ll%o. u asr w//1x suet INSTALLAIWN E HOJA165BUCK TYP. K SEE DETAIL '7' TYP. 50.L I RT VIEW 'A' -'A' _ c• - i 1 . B. —J L A. DOUR E DOOR TY/SIDEI-tTEg CONCRETEANCHOR NOTES: 1. Concrete onchorbcations ct fhe comers maybe ocDWed to mafnloln lhamh edge daionce to mortcrjoints. 2- Cono'oto anctwrfocaffonr nat&d dr A"X. ON CENTER' mutbo adjusted to mdntafh the "Di. odgo dlrtance to morlor]ofrrS adcftrtol convefe CA&xvs maybe regL*ad to erave the %AX bN CbCBr dimersion one not exceeded. 3. ConcreteanrhortrUe: 1piRrnip 7, i-` . t L: NU RJ3K - Togo itiRI1= § IiiY O TAPGON 1/4" 1.1/P 2° 4' I7TV TAPCON, 3/16' 1.1/4' r nuvu.auccr wlnunr[vrr i wca. 1. M rarrtatn a mhhnum 5/t1' edge dvtarlce, 1' etd dWori , & I` o c..gaup of wood screwstopreventthespP tgctwood THESE" (2) ANCHORS REO'D ONLY WHEN DP > 47 PSF i h Tim OPENPTC FRAME 1_ 2X BUCK SEE DETAIl 4' • , BUCK TYP. HEAD R JAMBS a BUCK 7r= VIEW ' C'-- C' :C. = 1 L—A. NEW A'-- A' SrNGLE DOOR W/SIDELITES 13 49 30 30 57AL1AT10N 1 1 31 1J W// 1 X BUCK INSTALLATION 10 DETAIL •3• DETAIL ' 2" i--.. ASTRAGAL k SURFACE BOLT STRIKE PLATES ® HEAD EI5' 13 1 c, 31 13 o 0 30 DETAIL -I' DETAIL '4' SURFACE BOLT STRIKE PLATE THRESHOLD w i O n 02 4 11 uo N. T.S. sn JK c In fFS d za . ' F.- 15000. 4 n S 1 MASONRYJ OPENING FRAME 1 2X BUCK — DETAIL ?' 1, VIEW B- -•-r Lam.. A - DOUBLE DOOR CONCRETE ANCHOR NOTE: T. Cancrefe anchorbcalions of the comets rnaybe ccpsted to malitoln the m8L edge efntance to mortar Joints 2- Conar°t° onchorlocalmnr noted as MAX. ON C0Wrnust be cmrAstod to molnta] i the a*L edge distance to mortar jbt , addlrional concrete anchors may be reqused foe the'AMK ON CFNIF" d nerrion ors not accaaded- 3. Cancretearnrhorfa111a r C 1)+.P, AUJA TAFCONQ fiYV TAPGON* 3/14" 1-1/4" r 1-iJ2' D SCARY PLSfALLATKIN NOTES Sdoe CWanCe 1' end dahInce- t 1'-c- amarina of MdmSW1. a ndrwrw hood straws fo of wood SEE DETAIL 4" C. A. V. 1 IJ W/2X BUCK wsTALLAnOMWoe., IxBru•,ri MASONRY It ALLAe., OPENING TYP HEAD JAIABS FRAME d 2X BUCK SEE rq p DETAIL S. i4 NP SILLif f0 A. SINCIE DDOR so W/iX BUCK INSTALLATION13 12 W/2)' BUCK WS ALLATION 13 10 10 DETAIL ' 3' 10 OETAIL - 5• INSTALLA7708 W/ZX BUCK 13 WSTALIATIO 0 DETAIL '4" 1 49 0 30 W/2X BUCK 13 0 31 31 INSTALLATION W/1X BUCK INSTALLATION DETAIL ' Y 6 ASTRAGAL do SURFACE BOLT o STRIKE PLATES ® HEAD I 0 31 31 ° w of. JK i c 0 — mms 0 24 12 cii' 30 0 30 s r'LTS- DETAIL "1' CKL 1 SURFACE BOLT STRIKE ATEK' PL THRESHOLD FL-15000. 4 i JCm-L?, a a ri .. S'n Baas Iyl a i Z Mar Isw 2D.&r 16S 14.7i I 5 Eg z d 27 27 TYP' TfP. z 5 n• m 27 46' 3 Y 91P i 0.75 0]4 oDsr 4 SEE NOTE 1 c E 4 a az O i w2s•-- — S aRc 02%24 12 l"\ ASY);AGAI DETfJL NOTE, a 1. THE ASTRAGAL BOLT HAS A 3` THROW AT THE TOP aoc LF5 3 AND THE BOTTOM. CIURAM ' xs FL-13000.4 0=1oF 12 o RmI OESatartoN uxl4rul 0 aW = g I ` 175T I Y -, O ' i " O © O ? 4S SURFACE• BOLT (NES 75` STM) 285O C O SO SURFACE BOLT S7RUCF_ PL ATE (.729' SM&L)) 66T— A 1! '+ Sz 2 z iVOIiD FRAUF RNGER JOINTED PONDEROSA ME, SC-0.43 8 JNSK4NG DOOR BEiTrQW SWEEP VINYL .080" MAX WALL, DJS AM PULL g l.df1•.{ y.' =`:: • ; :. .;;. •.?1• . i1IjILN llllllf T` T ' s 1 19 SELF DJ SMq SHOD F 774 FarOtO ALUWinuM AFYt .045• WAI 1 AILIM is INSMNG SIDELR: 080' 7HlC W I I. 11 711P. .BOT10M BOOT 0.09' EMUDED VLVYL WALL rr'J: riG'. i R S- 2 4tE'i `O` o m gg a i Z L S Ei u m a a a f FW CtA= C FAIaL SM D.ii YBt TMX FBFRGCA.T BV nk7t44t-TRV rhh 1hd tDmcfh Fp(mh)-m PsiF u SIMN scut 55 e PARL 5W QDT YK TM M BVri aitu.sitYfuA Mooa Pr MEMASS=x: LOP P.LL TDOD COiPOSITE S FC wai STU E 4 FC M XE SI6E - M-CL47 a FC BMAF m HOOD CD' a raittm7udF Foot [sm:raw 7 Gbt7Rf59ON xcuHv2s tar FOW a COX WAM OMOWISMU WEANERSW p r t HWCE .03r 7NKVIM 1 ra r S La PFTI NM ggw5"OF11 11 HLSOhRY - S,000 PSt 164. fADCRLTE (A70Q9R10 70 ADJoltFEFaudwBlaacovrau++la m mr 60 S I la ScREw Sim S r 1 f2 G SL17fW y-l U 1 r 2-I tlfl PFM SV V iT SDEI1f£ BOTIOY 6001 .090 D[IxUOm VJ11L liNYl 4 y Y 16 2Y A" sM )- aw fiUOD 17 wx i C m womWOOD la xOW PAQIGE M - Sx7UTLBE MM is mr AO. mm dLsm souf TIN73M01D AL MOD sTmrr wra scRe- Lwo 22 f1WME JIYB OAOBlD.SI P Sl`.-Q iMOOD y tI6S LOEAat?OLC-SKYG 24 KLWrM&E ASTib" AULi+OOaA 24A AM" FWS7t MU STEEL AL AM" FU5N amT REiM ALLM1IMW 6 Ix BMOC sM A- OSS WIXD D x f-i 1G FAMWO S W DETq. sww SIM WSEOrc DDort 11 s.5w wm 29 JS-Tll r 1-5PWUPS Fu SCP.& AYE RV STEEL m SLwall Mu SME RATE STM. F G12 o 51 10 r 2-f :U77£U WOOO =sf STEEL 32 1 CRIAW MA= TAPE M-f - W. 51Z I F UX FRW py0 3t PIASTiC F 33 SLAW JOB POMODfD.SL FOE. SO-a TADM 31 90EUTE S7E SFU !RUST, • Co x 1-3C La PR Wm00 47ta SlFi1 38 t 4" r 2 7 4PFB OM Orgy 1I11' 6i—MF. VFW MTM. 9 1 r 4 RA PrI{ OO\f56.+E SC0 N srm 40 SU= 19 CW M SJx;m 4 d- 10 r 1 1 PIASQtF.V { REEL2U1'--I 4 x 2" LG PFM W= SVW STEEL I x ] OWRTPR =4 RNCE4 i0A4m F6 45 1 L r Dt0" @l Ado A912• 45 AF4Ds4 . ZS 45 Sii6AC£ 8IL7srmSfE2L47 fi- 20 SEX aw ?I it, i0 @0 3 a x J IN PF9 CMDUE SC M' STEEL 49 0 02 24 7 2 50 f 4rJ-1 4 lM PFlt CO1J7tE7E SLTiETF SLEB. SS m a000 COUPORTE Me N.T.S. Ss lA'CM NO(x) CODFWF om or. JK 56 SS hV6M STU % R?.0.4J I A= - rxr, a C' jl- 57 ss BORDN RAt I hOOJ C4iIPOsi1E R . W •R W Building Consultants, Inc. B Consulting and Engineering Services for tho Building Industry C P.O, Box 23a Whim FL 33595 Phone 813.659.9197 florid a Do°rd of ProfesdomI Sn& ws Cerrinmm of Authorhadon No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber Classic" / "Smooth Star' Exterior Exterior Door 118Industrial Drive 8'O lnewing wit and wfout 9idelihes Doors Assemblies Edgerton, OH 43517 Fiberglass Door Phone (419)298-1740 Non -Impact' Scope: This Is a Product Evaluation report Issued by R W Building Consultants, Inc, and Lyndon F. Schmidt P. E (System ID 1998) for Therma-Tru Corporation based on pule Chapter No, 61G20-3, Method 1 D othhe State of Florida Product Approval, Department of Business & Professional Regulation, RW eullding Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entlly Involved In the approval pmoess of the product named herein. Limitations: 1. This product has been evaluated and Is in compliance with the 6111 Edition (2014) Florida Building Code (1 BC) structural requirements Including the 'High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. S. When used in the 'HVHZ" this product is 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 bot'ne. debris protection this product is required to be protoetod with an impact resistant covering that compiles with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchorhig of these units shall be the same as that shown for 2x buok masonry construction. 6. Site conditions that deviate from the details of drawing FL-1500D.4 require further engineering analysis by a licensed engineer or registered archftoot, 7. Inswing configurations do not meet the water Infiltratlon requirements for the 'HVHr. inswing units shall be installed only In non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 46 degrees. S. See drawing FL-15000.4 for size and design pressure limitations. Supporting Documents: 1. Tent Report No,TMA Standard TEL 01400337-A,B,C ASTM D635.03,ASTM D1929-96 ASTM 02843.99 TEL 01460336-A,B,C ASTM D636-03, ASTM D1920.96 ASTM D2843-99 STT'S00001 ASTM G2t -96 16427-107362 ASTM 584-00a ATI 67608.01.100-18 ASTM 01920-96 ETC 01-741-10701.0 TAB 202.94 ETC 01-741-10703.0 TAB 202-94 ETC; 01-741-10593.0 TAB 202-94 TEL 06.1031-3 TAB 202-94 TEL 06-1031-4 TAB 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P,E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Troploat Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Drawing No. Prepared by ,0.itkt1041)B No. FL 15000.4 RW Building Consultants, Inc. (CA 09813) .;4 t Caloulations Pre-oaredby Anchoring RW Bulfding Consultants, Inc, CA49813 ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. (CA Quality Assurance Certiflcato of Participation issued by Natlonal Accreditation and ManagemettY 1'. , Institute , oertifying that Therms Tru Corporation Is manufacturing products within a quality assurance program that compiles with ISOAEC 17020 and «-' AQuids 53. c Sheen oft Lon Hicks, VP Operations William E Fltbh, 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, Signed & Sealed by Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. Schmidt, P,E, FL PE No. 43409 2/ 2/2016 Page 1 of 1 THIS IHSTRtnfExr PREPARED aY: rye: StarUghttbrtheaFlorlda, C GRANT MALOYr SEMINOLE COUNTY Addrea: 4 CLERK OF CIRCUIT COURT & COMPTROLLERLakeMen. FL 32746 BY, 8969 Pe 836 (1P9s ) CLERK'S 0 2017080899 NOTICE OF COMMENCEMENT RECORDED 08/10/2017 11:11:18 AM RECORDING FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole Permit Number. Parcel ID Number. 17-20-31-502-0000- 00-10 The undersigned toLeby gives notice that Improvement YAR be made to oeriatn real property. and In a... anoe with Chaptor 13. Florida statutes, the fblbwing Information Is prodded in Of Notice of Cam. DESCRIPTION OF PROPERTY: (legal description of the property and street address If available) h Address: 3-14-4.p Sal+rr>a rah i_ ae n . J4nizl d F-i 32"1 "l 1 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Stertight Homes Florida, LLC Address: 1064 Greenwood SW SuMe 124, Lake Mary, FL 32746 Persona within tie Blabs of Florida Designed by Owner upon shorn notice or other documents may be served as provided by Section 713.13(1)(b), Fbrlds Statutes. Name: NA In addition to himself, Owner Designates NA To receive a copy of the Uences Notice as Provided In Section 713.13(1)(b). FWIda Stables. Expiration Dats or Notice of Commencement (Tie expiration dab Is 1 year from dab of reeordhrg unless a dMfenrri dab Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 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 penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true to the best of nnakoe lsadae and belief. Owe. P(Mr.d Mom FbrNa Sb" 713.13(1)(g): ' The aaw must sign dr rr eoa d—immoomwa w4 no a» is. may be penntaed b slp n Na a her @teed stets of IO Ido. County of node - The foregoing Instrument was acknowledged before me this day of 24 by .iC V C`if`.If— who k porsonaly known to me Nam. of; , mal ft atatartwa OR who has produced Identification type of Identlfkatlon produced: vShayne Mange NOTARY PUBLIC r nSTATEOFFLORIDA COmmO GG113111 IJofiy tilprtuA Explres 821n021 Book8969/Page836 CFN#2017080899 Page 1 of 1 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 10/10/2017 ENVIRONMENTS FOR sq q(o SITE ID: 38297E LOT: 7 BLOCK HOUSE: 374E STREET: SAL LP STATE: FL ZIP: 32T71 COUNTY: SEMINOLE ACCOUNTS: 909STAFL BUILDER: STARLIGHT HOMES SU801VISION. WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 1011I 2017 PROGRAM. HERS TESTER: ENVIRONMENTS FOR LIVING PROGRAM IECC: 2009 TEST: SLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: 0122801E TEST NAPE CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel (fully gasketed and insulated) X 5.2 Attic dropdtwn Star fully gasketed and insulated) X 5 4 Recessed Lighting Futures (ICAT labeled and sealed to tl II) X 5.5 Whole -house Fan insulated pasketed to the opening X 7.3 Fresh air ventilation installed per program specs X Slower Door BD Ta el SO Actual! Room Prenum Test BUILDING ORIENTATION PROGRAM VOLUME 170DE VOLUME CU. PROGRAM SHELL CODE SHELL PM FT) S(1e0•) WA 13.174 0 0 PROGRAM CFM ED CODE CFM E0 PROGRAM ACH 70 CODE ACH 50 PROGRAM of ShM CODE of Sha1 0 11.537 7 920 4.19 IAeYr • Met BOM 0 B*m 2 0 Bdrm 3 0 B*M E 0 Rm 1 0 Rm3 0 Dow0 B&M 4 0 Rm2 0 CO Deleclots ErmW Star OuaOEW noes? Effh*M Lighting P 7 EO or>Of HuWrYW Lights Must Be CFL Or LED Low Flow Fauoeb, Tolleb ele7 Programmable Thermosbl7 x CarVded Green Program Lev* Requires Visual trupecilon Mochanlul Spurn hem Loudon Moudeeaaar Matt Mod* 01 Mod* 02 Model RI Mod* 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM WATER HEATER SYSTEM 3 WATER HEATER SYSTEM WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO30 UNIT SYSTEM 1 HVAC Ig(HEAT SYSTEM 1 HVAC INTERIOR CARRIER F84CNP030 P SYSTEM FU SYSTEM HVAC SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP) SYSTEM FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP) SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN -VALUES AS BUILT- VALUES COMMMENT a OF BEDROOMS (REM) NA NA CEILING FLAT (REM) NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) NA 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 PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE (PRIF) CONVENTIONAL WATER HEATER FUEL TYPE (PRIF) ELECTRIC TEST: SLOWER DOOR RESULT: PASS TESTER: Dave Ravi DATE: 0112212018 AHR IMMn SPFf_NRr_AT10NS BUILDING CHARACTERISTICS ASDESIGN -VALUES ASBUILT-VALUES COMMMENT WATER HEATER SIZE, EFFICIENCY d LOCATION PRIF) 50 Gal INFILTRATION HOUSE LKG) ACH (REM) NA H : 4.19 CI0. 4.19 ACH 50 Pascals FRESH AIR VENTILATION TYPE (PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL Q (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION a OF FANS (REM) NA NA VENTILATION TIME - HRSIDAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC' S (PRIF) INTERIOR % OF CFL'S (PRIF) DISHWASHER ( PRIF) REFRIGERATOR PRIF FOUNDATION TYPE (PRIF) SLAB TYPE (PRIF) SLAB AREA (PRIF) SLAB DEPTH (PRIF) SUB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING (PRIF) HEATING ( REM) NA NA COOLING ( REM) NA NA AIR - SOURCE HP (REM) NA NA WATER HEATING (REM) I NA I NA TEST: DUCT BLASTER RESULT: PASS TESTER: Dave Ravi DATE: 011221101E TOTAL CONDITIONED FLOOR AREA 0 0 CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SQ FT. SERVED (CFA) 0 1.412 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 43 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 3 05% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 0 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25) TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CF 25) TARGET ° ° (CFM23) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET ° ° (CFM25)ACTUAL CFA)ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET ° ° (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET ° ° (CFM25) ACTUAL CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET ° ° (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET ° ° (CFM25) ACTUAL CFA) ACTUAL TEST: DUCT BLASTER RESULT: PASS TESTER: Dan Ram DATE: 011==1E at nun eacriairAnnua 61ALDINO.CNARACMRIMTICB AS DESIGN' -VALUE AS BUILT- VALUES COMM DUCT LEAKAGE TO OUTSIDE (REM) Nk, .'IT-%i. ,'. O.OJ CM25 / CFA ! - TOTAL DUCT LEAKAGE (REM) NA INA FLOW RING PRIF) r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3746,Saltmarsh Lp Permit Office: City, Stale, Zip: Sanford, FL 32771 Permit Number: Design Location: 3746 Saltmarsh Lp (Lot 7), Sanford, FL 32771 Jurisdiction: Cond. Floor Area: 1412 Cond. Volume: 13174 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 920 c .ie ..r ne,at, D—t T—t rintn HOUSE PRESSURE FLOW: 1 50 Pa 920 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: 51 EgLA: 120 ACH: 4.19 SLA: .04 ACH(50) ' : 4.19 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018,01.22 11:15:00 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAI LADD RESS=dave.revelle Signature: ® topbuild.com, C=US Printed Name: Dave Revelle Date: 01 /22/2018 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)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to prowtde the above semces for you Please feel free to contact me tenth any questions 1012512017 362978EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3746 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Burt I eakane Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 43 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 43 Dud System Leakage Divide by . 1412 Total Conditioned Flop Area) 0.0305 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Digitally signed by Dave Rovelle Date: 2018 01.22 1 I' 1 4:55 EST CN=Dave Revelle. O=TOpBuild 1 Heine Services. OU. J EMAILADDRESS=dave.ruvello Rater Of Record: Otopbudd coin, C=US Printed Name: Dave Revelle RESNET V. 4311088 Date: 01 /22/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building Official: Date: yOFTttE Sr hllll `^ P.0z"ACODW6i aI E Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 362978EFL COUNTY OF SEMINOLE I IMPACT FEE STATEMENT r',•it STATEMENT NUMBER: 17100005 DATE: August 07, 2017 t BUILDING APPLICATION #: 17-10000529 BUILDING PERMIT NUMBER: 17-10000529 UNIT ADDRESS: SALTMARSH LP 3746 17-20-31-502-0000-0070 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3746 SALTMARSH LOOP / LOT 7 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PA LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 aAMOUNT DUE 5,759.00 STATEMENT RECEIVED BY SIGNATURE: vta&'a PLEASE PRINT NAME) DATE:— NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY —OWNER AND ^ ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** (1 DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT 1 NOTE** IPERSONSAREADVISEDTHATTHISISASTATEMENTOFFEESDUEUNDERTHE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. I 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. TH 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 FIR§T STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTY PROJECT PS-0137 N89'42'171E 40.00' 25' UTILITY, UFFER, WALL, LANDSCAPE, SIDEWALK EASEMENT Q NmO iN Z7 Z, N LOT 7 Q41LOT8LAREA = ts) 7,180 S.F. t 0 w h O Eli w 21.0IPOS 15. 500 PROED 1 STORY RE01SIDENCE 3746 SALTMARSH 3 w LOOP I w O CJ 1412 ELEVATION - U Z GARAGE - RIGHT c n FORMBOARD FFE= 31.2 N N N 10'UTILTTY — --- ---- EASEMENT(P) 40.00' S89*4015FqV PROPOSED 5' p CONC SIDEWALK c rCONC CURB c Q SALTMARSH LOOP 50' RIGHT—OF—WAY CP (PRIVATE ROAD) V 330.00' S8740511N _. c-moo, cqui ona LEGIEND:ADUSSD-Access/Dmino a Utilities idawalkLB -Licensed usiness q / BFP-Backflow Proventer Sight Distance Easement SurveyPRM Permanent Ref. Monument Reported PCP -Permanent Control PointISRD -Oeseription FP&L-Florida Power & Light P _Plat FFE-Finish Floor Elevation D. .-Deed Book Water Meter O.R.-Official Records Book N-Water Volvo P.B.-Plat Book Cf-Fire Hydrant Pg.-Page \ Rt:®-Reclaimed Water Meter Dev.-Elevation RCX-Reclaimed Water Valve Conc.-Concrete la -Cable Box BP -Brick Paver M-Telephone Box SW Sidewalk E-Electric Box FFE -Finished Floor Elevation O-Utility Pole CI -Curb Inlet Guy Pole GTI-Grote Top Inlet Light Pole P.U.E.-Public Utility Easement f--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falb in Water) G-Sanitary Sewer Manhole SF -Square Fast ENHo -Electric Hendhole D.U.E.-Drainage/Utility Easement COo-Clean Out FMGD-MAG NAIL & DISK CVD4-Irrigation Control Valve P.K.-Porker Kolon Nail p-Sign SIR -Set 1/2" Iron Rod LB7768 wu4-Gate Water Volvo SPKO-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 PI -Existing Grade F1P-Found 1/2" Iron Pipe L137768 O-Blow-off Volvo FPKD-Found P.K. Nail & Disk L87768 `---Drainage Flow Direction , FCM-Found 4'x4" Concrete alnn .m f oDu I G777a Proposed Design Grade a.LN /C..:..{:.... C...w- JEViSIONS ' Date I Dwn. Ck'd P.C. 10rder No. WYNDHAM PRESERVE - LOT 7 SPECIFIC PURPOSE SURVEY FORMBOARD) n WYNDHAM PRESERVE LOT 7 PB 81, PG 93) BUMDING 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. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 5' DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar Items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for `WYNDHAM PRESERVE". City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey is for the location and elevation of the formboards only, (THIS IS NOT A BOUNDARY SURVEY) 1 I? m m 3.0 m c o a o 'o d01a omif 0CDJO oo 0 Z CC "D m Oa PREPARED FOR: ASHTON WOODS 0 N II t l a U CA 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 1" DESCRIPTION: LOT 7, 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 I certifies to0 \Soirv k*e obereon described property made ,f, 1)'s o d'yyl1eete the Standards of 555 Winderley Place, Suite 109 Maitland, FL 32751 add1 Practic`s j eby thif6fl aliBpord of Professional Phone: (321) 270-0440 reyors p1 s 1 g0thapter *1- 7", Florida Administrative Fax: (813) 248-2266 code: i pdDt to Section 4710e Floridc Statutes. Licensed Business No. LB 7768 era: A GeoPoint S. FLO oc Sulve Inyg ,Inc. eS D. Lts4fs12iriaaa``, LS6915 Dwn;MTP Cheeked:JDL P.C.: m Data File:BrissonEmt-Plat ORIDA PROFESSIONAL SURVEYOR & MAPPER NO. .L ............ Date:10/23/17 Dwg:BKonorXmi-loll Order No.: VALID OUT THE SIGNATURE AND THE ORIGINAL SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: NTDSOFAORIDALICENSEDSURVEYORANDMAPPER TRU-COIJNTy TESTING LABORATORIES-2ETC. Projecr Wy Contractor: S,l rr , t Location: Material. - T" Date Tested: / - z u3 V South Main Sheet Winter Garden, Florida 34787 407- 656-9656 REPORT OF IN PLACE DENSITY TESTS Proctor: Specifieatiori: Opthmmn Moisture: Z Maximum Dry Density: r 0 1 , L Project No• OrderNo: Report No: Location Depth Inches Dry Density Max. Dry Density Percent of Max. moistureDensity Percent lbs.mLft. lbs.cu.ft. . f oci, s <h l 1/ - )'I, L 7T yvv 9> r• BSS= ass=i s tv_a CITY OF SANFORD W N BUILDING & FIRE PREVENTIONran, PERMIT APPLICATION Application No: Documented Construction Value: $ 31A0 Job Address:S12 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New 14Addition Alteration Repair Demo Change of Use Move Description of Work: N I P I A) 1 5 O n m4 ,sj \) I CL Plan Review Contact Person: Phone: Fax: Email: Title: ll Property Owner Information Name Phone: Street: >' L(DL ^ ( P i-,w-;rq 3l\jCJ 14) a,I- Resident of property? City, State Zip: i k _ J}'QYt-I -1 11 Contractor Information Name la L Y?Phone: Li-CP Street: C` r%'?y , i QC kSc)r? j— u2 Fax: 8i4J`- City, State Zip: Ul,l'^jli't-3)%$9State License No.: CC Q JJ Name: Street: City, St, Zip: Bonding Company: Address: 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 PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 perforated to meet standards of all laws regulating construction 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 7 ! • 05 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 Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID IO/Ul/7 gnaturc of Contractor/Agent DateoflContmctor/Agent Date 111 f- Cf (JrC GK Pn t Contractor/Agent's Name j 61100 Signature of Notary -State oW!qa PAMEMeTERNUS Commission # GG 110622 F rf, -4 Expires August 7, 2021 tofF%. sor"Rrunua9stpotvYsamm Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r 1 CITY OF SANFOR BUILDING & FIRE PREVENTIO PERMIT APPLICATIO Application No: Documented Construction Value: $ 2-3-1-3 Job Address: Historic District: Yes No Parcel ID: Residential © Commercial Type of Work: New [q Addition Alteration Repair Demo Change of Use Move Description of Work: S F(2 - 11l c (0 1 ,= 'e Plan Review Contact Person: 5 5en'i b 10t'.1 d -.P-r Title: J Phone: -4L -2 `+3 - 38 Fax: Email: cam^^ Pr perty Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name P 1 ILA f C `l(uvr, be •g Phone: L t3 -3 3 Street: 9-0I 6<- . Fax: LI02- Zyo - y f6 City, State Zip• 32.82,y State License No.: C-FrO 2-0 3 4 2- Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YI 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 Owl 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 installatio commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constrt inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, I 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: 51° Edition (2014) Florida Building Codi BE LIN OF has Permit Application Revised: June 30.2015 TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as wa er management districts, slate agencies, or federal agencies. Acceptance of permit is verification that 1 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 requined in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print OKmcT/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date ei n - -' F+_ _:_Date PAT SUSI h y i_ MY C0MMISSION OFF 1?JW4 3EXPIRES: August 25, 2018 RI n Bonded TMu Wary Pubrc Undem. def ! 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: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application WYNDHAM PRESERVE - LOT 12 SPECIFIC PURPOSE SURVEY c l(FORMBOARD) = o N o. u Z m c o P1 WYNDHAM PRESERVE v a` W LOT 12 o ° a, CD PB 81, PG 93) m ri VV) a1 J O O C 0) m 00 on V) C O O Cm0mO o\n Z I I I Z In m UJ ir 0 I1 4 < LOT I I 25.0' a I ><W 091 m 120. 00' S89'40'51 W 1 O NORTH BOUNDARY o I o PROPOSED $ L/ NE_OF_LO-r-__1- -`° -------- '-----------------`° .__-__CONC wAlx 1 ryaJ n O : 45.4' 1 33.3 n O yI tf PROPOSED I t^ O I LOT 12 2 STORY RESIDENCE 25.3 O a W10O1AREA = — 3776 SALTMARSH LOOP 16.0 1 m..7 3 0 1 w I O^ h 1 4,800 S.F. t o 212'1 DISCOVERY 1 y3 M.`G o= d m h m I N ELEVATION -U O v 01 o p I GARAGE - LEFT oZ ` !,,"SETBACKLINE (P) z = aok OMBOAR0FFE= 31. 8 WX r1 1 45. 4' 49.3 0 -N--------------------------------- 25. 3 O dl CS o in N89' 40' 51 'E 120.00' > I 1 1 ti9' IL LOT 13 F Zm W E, Q., OVl I '"< 0Z DI31, 4ENSION NOTE: Proposed building dimensions shown hereon ore of the exterior. Building Setbacks Setbacks: Per construction plans for WY "NDHAM PRESERVE-. Cityof Sanford, Seminole County, Florida. Front = 25' Rear 20' Side 5' rLB- Licensed WueinessLEGIEND: ADUSSD-Access/Drainage/Utilities/Sidewalk BFP-Bockflow Preventer Sight Distance Easement 5)-SurveyPRM-Permanent Ref. Monument R -Reported PCP - Permanent Control Point Description ID FP& L-Florida Power & Light P -Plot FFE- Finish Floor Elevation D.B.-Deed Book 19-Water Meter O.R.-Officlal Records Book M-Water Valve P.B.-Plat Book V-Fire Hydrant Pg.-Page RC® - Reclaimed Water Meter Elev.-Elevation RCI> 4-Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver M-Telephone Box SW -Sidewalk m- Electric Box FFE-Finished Floor Elevation 0-Utility Pole CI -Curb Inlet J 71 Guy PoleGTl-Grate Top Inlet Light Pole P.U.E.- Public Utility Easement t=-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-Squore Feet Owo -EI ctrlc Handhole D.U.E.- Droinage/Util% Easement COo-Clean Out FMGD-MAG NAIL & DISK Control Valve P.K.-Parker Kelon Nall I= -Sign Sign SIR -Set1/ 2' Iron Rod L87768 wp4-Gote Water Volvo SPKD-Set P. K. & Disk LB7768 IR-Gas Meter FIR Found 1/2" Iron Rod LB7768 P . -Existing Grade FP -Found 1/ 2 Iron Pipa LB7768 p-Blow-off Valve FPKD-Found P. K. Noll & Disk LB7768 ----Drainage Flow Direction FCM-Found 4" W Concrete 10.0-Pr000sed Design Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to 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' 6reon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for `WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey is for the location and elevation of the formboords only (THIS IS NOT A BOUNDARY SURVEY) I BUELDIING 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency' s Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "X" DESCRIPTION: LOT 12, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records, Seminole County, Florida r„ , 555 Wlnderley Place, Suite 109 This certifies that=pklhb of thp hereon described property Maitland, FL 32751 was made undeE%N y &i ifd.meats the Standards of Practice sip h yy t q i g Agard of Professional Phone: (321) 270-0440 Surveyors &11 cS3Z' 4ift*6J `iFloridaAdministrative Fax: (813) 248-2265 code, r io won fi2t0 ;W florido Statutes. Licensed Business No. LB 7768 A* GeoPoint SUI' VCy ng, Inc. mes D.•T. Qv ti UryylCt= LS6915 Drawn:MTP Checked: JDL P.C.: Doto Fiie:lkir>onDst-Rat RIDA PROFESSIOAQ,SUji>/ EYOfr& MAPPER NO. ................ NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 10/23/ 17 Dwg: BlLaonEmt-lstl2 Order No.: tAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk. -- CITY OF SANFORD r BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ' 1 " Documented Construction Value: S 4,238.00 Job Address: 3746 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0070 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Phone: 407-886-3729 ext. 163 Fax: Title: Pre -Construction Coordinator Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 City, State Zip: Lake Mary, FL 32746 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Name: Street: City, St, Zip: Bonding Company: Address: 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5ie Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Ill NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 11/14/17 S SignatureofOwner/Agent Date Signature of Contractor/Agent Date , Robert Kulp Print Owner/Agent's Name Print Contractor/Agent's Name 4LP11114117 Signature of Notary -State of Florida Date 51gnat o of - SWPersonally Flo We" v_ State of Florida osenwinkel n GG 147038 a 2021 Owner/Agent is Personally Known to Me or Contractor/Ageersonally 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: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application WORK ORDER lob #: 33966 Date: 10/27/2017 145316 Subdivision Phase Bld UU Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 007 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3746 Saltmarsh Loop CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL 132773 1412 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or Furnac( Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: Heater or Coil CE2401C05 Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H-4 or Furnac( Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford TStat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit No Efficiency Efficiency EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 C 1 Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 10 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 Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duci X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 2.42 30.49 Rou hin 2.084.00 04-Installation Labor 18.76 281.33 06-Piping Labor 6.13 104.13 Trim 2,084.00 14-Kitchen Vent Trim 02-Material/Tax 1,017.01 01-Equipment/Tax 1,339.77 Permit 70.00 09-Permit/Other 80.00 011-Delivery Labor 1.14 14.32 20-Pull Material Labor 2.27 28.65 Total Contract: 4,238.00 12-Startup Labor 2.50 42.50