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Home My WebLink About3812 Saltmarsh Lp 17-2371CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:—Ll- ,)3`] f Documented Construction Value: S __Cr`I -) Job Address: -38fa-c)t_Qto-,_ r jh ( Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Nei Addition Alteration Repair 13Demo Change of Use move Description of Work: P,w f j n n Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name "Cl r' 1 ')- n"i J Phone: y (`, ] - (DL) % - 3 r/ (-) Street: W J t Resident of property? City, State Zip: Contractor Information Name :)<a I n _e! ' -(— I e (:i. r l C. — Phone: y 1) - It) L ? - Street: r\ )/* r1— i/—) l )a- Fax: _ 7 - 1,L_17 -TQC) City, State Zip: t fT 3 . % q State License No.: f7c, 00Q j ('Q( 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 YOURPAYINGTWICEFORIMPROVENIENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 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. Junc 30, 2015 Permit Application r 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 will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Datc Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D gnature of Contractor/Agent Date n P t Contractor/Agent's Name Signature of Notary•State of Flonda Date tzY u4 PAMELA S TERNUS Commission I GG 110622 Expires August T. 2021ate' ,* or F%P 6onOW rtru 6"OpH M°ta7'St:ivioes Contractor/Agent isPersonally Known to Me or Produced ID Type of tD 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: )unc 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100005 BUILDING APPLICATION #: 17-10000533 BUILDING PERMIT NUMBER: 17-10000533 DATE: August 07, 2017 3-71 19-7/ 9 SC. 4 UNIT ADDRESS: SALTMARSH LP 3812 17-20-31-502-0000-0180 TRAFFIC ZONE:022 JURISDICTION: ISSUANCE OF A BUILDING PERRMMIT. \ SEC: TWP: RNG: SUF: PARCEL: OF ANY OF THE ABOVE MENTIONED IMPACT FEES SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STREET, ADDRESS: PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD APPLICANT NAME: BRISSON INVESTMENTS LLC 1101 EAST FIRST STREET ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3812 SALTMARSH LOOP / LOT 18 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS 1.000 dwl unit 705.00 COLLECTORS N/A Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Hou 5,000.00 1.000 dwl unit 5,000.00PA LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT '2t" / RECEIVED BY: 1 SIGNATURE: PLEASE PRINT.1 AME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *+* DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT n 12 -FINANCE 4 -LAND MANAGEMENT 1l NOTE** 1 " PERSONS ARE ADVISED THAT TgIjIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRMMIT. \ PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER 1 TO APPEAL THE CALCULATION lJ 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. THh 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 170P 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. Page 1 of 1 TNIB pISTR PREPARED BY: Name: Slar9pM Homes Florida. LLC Addnas: bed 124 GRANT MALOYP SEMINOLE COUNTY Lakes Mara_ FL 32748 CLERK OF CIRCUIT COURT & COMPTROLLER BY, 8969 P9 842 (IP9s) CLERK'S a 09NOTICEOFCOMMENCEMENTRECORDEDvOB/O10/08917511:11:18 AM Slob of Florida RECORDING FEES II10.00 RECORDED BY hdevore County of Seminole Permit Number. Portal ID Number. 17-20-31-502-0000- 01 Y O The undersigned h"y ghee notice tMt Improvement wIll be made to certain reel property. and In eccadonce with Chapter V3. Florida Swan, the following Information Is provided in tido Notice M C.ommnencmtard. DESCRIPTION OF PROPERTY: (Legal description of the properly and street address It evallablo) Address: 3g 1.1 _f ftnA,,A r - L,33.-17 1 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Nome: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee SIMple TMdo Holder (if other then ownw) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Adm: 1064 Greenwood Blvd Suits 124, Lake Mary, FL 32746 Pereorm w hhln the Stab of Florida Do*4pw d by Owner upon whom notice or odwr documwft may be served es provided by aecdon 713.13(1)(b), Florida Shtutm Name: NA Address: In addition m hW*O, Owner Designates NA of To rooelve s copy of tiro Lienors Notice as Provided In Section 713.13(t)(b), Florida Statutes. Expiration Dab of Notice of Commencement (Tie expintlOn dab Is 1 year from deb of m— log unNsa e different dab Is sp ecifNd) WAIWING 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 pensltles of perjury, l declare that I have read ft foropoing and that the facts stated In N are true to ft hest of • and belief. owwo FbWS"717.W(1)(gY..'Thoomwmuddpnerr roes dcar wwo -- rdnoonsdwmybeFe I mdpn%liba Mrdrd.• Stab of - ;ct ti County of The foregoing Instrument was edumviedged bebre me tits day of Q,t..% by C' P 1 ,-_ . who Is personally known to me Q turns d v.noa mddno dilated OR who has produced bentlRestlon type of WartI ation produced: Shayne Mengel WNOTARYPUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 Book8969/Page842 CFN#2017080905 Page 1 of 1 http://off)cialrecordsbv.seminolecierk.org/BrowserView/ 10/10/2017 u5T may, y" M CITY OF SANFORD 2917 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ q'162-1• Job Address: T(Y Q( I f x Historic District: Yes No C9 Parcel ID: - - — - — Residential ErCommercial Type of Work: Newz Addition Alteration Repair Demo Change of Use Move Description of Work: Phone: 4C-)__- ` Cj(Q k Fax: Property Owner Information Name 3[a,rl I gitA 4pmzS FL , LLC Phone moi•-•r l 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" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Street: IC La C -,r D wnri VA , ' Resident of property? City, State Zip:a-V P, :DyNa a.W I RL 3X14W J Contractor Information Name `YtC3.( t)r f s c_ t C Phone: 46—+ Street: r -'Car -'r, b" -'A . . S4_ W4 Fax: qO7::) (_,9-4:nf 0= CDD City, State Zip: cz.g 1'Y n( 4 ,7L. ; State License No.: n\ Arch ltect/Engineer Information Name:_ 1 h C t'1 4' lh. Phone: le)00 I Street: P -C) ( 1 e , S 2. Fax: City, St, Zip: E-mail: 2 1 jPS@ f keC[1 1,A_kP. 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 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" 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 construe 'on and zoning. 5!/zl7 8-2-17 Signature of Owner/Agent Date Signature of Contractor/Agent Date E -o-1 r k : L 0=:Ls Pnnt Ownerl gnt's Name Print Contractor/Agent's Name Signature o o -State gQ9fWa Mangel Date Si a of No ry-State of Florida Date NOTARY PUBLIC Shayne Mangel STATE OF FLORIDA NOTARY PUBLIC STATE OF FLORIDA SINCE 19 Comm S X21 /2 21 Comm# GG113W Nc e 0 Fxpire 021 Owner/Agent is Perso Known to Me or Contractor. gent is to Me or Produced ID pe of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [2 Electrical R Mechanical ® Plumbing a Gas Roof Construction Type: -/g Occupancy Use: R3 Flood Zone:X-66C Total Sq Ft of Bldg: I q 5% Mn. Occupancy Load: to # of Stories: 1 New Construction: Electric - # of Amps /.SO Plumbing - # of Fixtures 1'5 Fire Sprinkler Permit: Yes No a # of Heads Or APPROVALS: ZONING: A114:7- UTILITIES: COMMENTS: ENGINEERING: +Hit_' i-0-17 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 51. Z °/o imp. N t 1 Elei. 01 G R, Fire Alarm Permit: Yes No <C WASTE WATER: BUILDING: SF /a- 2 - 17 Revised: June 30, 2015 Pen -nit Application Lar Lp, a CITY OF SANFORD BUILDING 8, FIRE PREVENTION PERMIT APPLICATION gY: Application No: 7 Documented Construction Value: $ Job Address: 3CI-4r,, Historic District: Yes No Parcel ID: 1-::t - Type of Work: New Description of Work: C731 pn Residential Ercommercial Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person: Title: Phone: 461 -::K CAC -21 Fax: WLEt ( 64-4-CELEmail:3knv,g .tin ( .e, S r(1_5 - Property Owner Information hS - czm Name 'rl 1 Qh-i'L6S- FL , LLC Phone: 40-4- Leq Street: LCUq C rful wry)ri N VA, & rk lr)-`-F Resident of property? • QJa City, State Zip: CI(Q ')vxaQ." , R_ Contractor Information Name `or k 1Qh' OY P_S p rkr Nc a_ 1 Phone: 46 U14q 3 c0 Street: e 4%('- t r,t 1 1 c . , S4- LY4 Fax: 1 City, State Zip:' G'_U- 1'Y1=4 ,L. l State License Architect/Engineer Information Name:_ Street: City, St, Zip:,C1 C > A Bonding Company: Address: Phone: , 1 s Cs qu goo I 5:) Fax: . E-mail: t, l 1 j PS@ nN j Kerr -A, p. u Mortgage Lender: ' c} ,1,11s, Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND. POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 'OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 514 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 'on and zoning. Y Z 8-T-17 Signature of Ovmer/Agent Date Signature of Contractor/Agent Date Print Owner Agent's Name Print Contractor/Agent's Name An, -4,o `Mawa 3 8 is (0- . qgoature o o -State Moa Mangel Date Si of No -State of Florida 0 Date Mangel Q NOTARY PUBLIC' Shay.— S STATE OF FLORIDA NOTARY PUBLIC Comm# G 11 _STATE OF FLORIDA SINCE 19 s 6121 /2 1 Comm# GG113111 Nc expire E:tcOwner/Agent i Perso Known to Me or Contractor/t gent is Me or Produced ID e 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 APPROVALS.: ZONING: ENGINEERING: COMIWENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application. Revision Response to Comments cu/ Permit # k ,:- a3 -pt l City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date q ISI I Project Address: Contact: Ph: q Fax: Email: ILAInee e. s4o-c I tskA h -\O es, cony\ Trades encompassed in revision: IP/Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building St= t O• Z • 0 AW STARLIGHT ASHTON WOODS. HOMES September 22, 2017 Shayne Mangel STARLIGHT HOMES—ORLANDO 1064 Greenwood Blvd. Suite 124 Lake Mary, FL 32746 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, WI -OL Adam Weaver Vice President of Purchasing and Starlight Product Development Ashton Woods - Corporate Headquarters 1405 Old Alabama Road, Suite 200 1 Roswell, GA 30076 Y OF SXNFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-2371 Date: 09/19/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3812 Saltmarsh Loop Contact Email: Shayne.Man2el(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.sanford ll.t?ov. Provide two copies of affected Plan sheets and/or supplemental information as requester/ Permit subnduals 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-es with the plans examiner to discuss comments will require an appointinent, arranged by Phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner Po , 8 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3812 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0180 Phone Number: 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) OFFIC L US O Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway K The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-2371 Reviewed by: Michael Cash, CFM Date: August 9, 2017 I n P Application for Paved Driveway, Sidewalk or a Walkway Including Right -of -Way Use & f 187_9 Landscaping in Right -of -Way www.3onfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit Is required for driveway or f 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 xnwwhethbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. C811boforoyeudtp. 1. Project Location/Address: 3- k T YY ih l_C X L J = C 2. Proposed Activity: VDrlveway Walkway El Other: 3. Schedule of Work: Start Date Completion Date ( Emergency Repairs 4. Brief Description of Work: \ Q CLL S Fo- This application is submitted by. Property Owner. Signature: , 1 Printf Name: Address: - Jn A—/ een uym I l . i t.KL P, "V)La t n- — Phone: } a I p I Fax: Email: %_0r 4139 • y_ fra)Date Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall Include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said Installation/Improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, slormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestor's expense and, If necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend. Indemnity, and hold harmless the City, Its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, sults, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (Including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: % This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Oficial Use Only Fee: Dale: Date: Date: Date: - `O _ t Date: novemoor zulo ROW Uso Ddveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: `2A kL4 (( LU i i8 Project Name: `K Project Address:.A1 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 ABJ). 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. Eric Korsten Robert Willets Print Name of O ant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Print Nam of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # Y_ nuAr L rr"_ r osky- i=1cP1 kPrintNameofEI. Contractor igna of EI. Contractor F_ M13CPI El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on —/—/, Rev. 02/10/15) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 1-1-7111 Address: 3$1 Z 541-Tpwa*RSr1 BUILDING PERMIT Min Max Ins ection 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 REVISED: June 2014 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 MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 7Min 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 CITY OF SANFOD BUILDING & FIRE PREVENTI N PERMIT APPLICATI N Application No: Documented Construction Value: S 1-4- 6959 'Z5 Job Address: 38)2 5ckA,Frr',Ct1(Ax L000 Historic District: Yes [I No Parcel ID: Residential Q Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: U>+ iE - tI.T Plan Review Contact Person: b -f 6,'Ader Title: Phone: Fax: Email: Cs ka Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name P - a K..k e_E-f'-i `j ly tnn bt r,q Phone: -+Z--- 2-433 Street: C!_+01 2d Fax: 4c.)-4- 2-4c>" `4 City, State Zip: 32,5 _7\4 State License No.: C:Fe Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: W v3y Z WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y UR 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 installatio has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constru nion in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5ib Edition (2014) Florida Building Revised June 30.2015 Permit Application 01 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 w ter 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 requ' ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit al. 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 val je, 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 D81e Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 7=Z,—r -- Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of No ry-State of Florida Date PATS'JSItP'. idY COMUSSION 9 FF 120904 EXPIRES: Aurpus125.2018 so ndod ThN /rotary Pubic Underw*ri I`ontractor gent is 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: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revisal: June 30, 2015 Permit Application IE 9507 State Road 52 123 Miller Road / 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico, FL 33594-.. Orlando, FL 32824 www.RJKielty.com 727-863-5486 813-661-0707 407-855-2636 State License 11 CF-0O20 342 R.J. W ELTY Page: 10. 1 Proposal No: 717-13526 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Holmes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey - 1412 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviatio from specifications below involving extra costs w executed only upon written orders, and will become an extra charge over and above the estimate. All Insurance. Our fullyagreementscontingentuponstrikes, a s or dela beyond our control. Owner to cavy fire4ornado, and other necessary workers are covered by workers compensalio ' surance. (J ._ , /, W$'(- 14- AUTHORIZED SIGNATOR THIS PROPOSAL M"A"Y`''BE WITHDRA N IF NOT ACCEPTED IN 30 D4 kYS. We hereby submit specificalions a mates for: Mester Bath 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 6Dx30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer & Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance: Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made a outlined above. I agree to pay reasonable altorney's fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after 3 days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED: Y1 i 1 DATE OF ACCEPTANCE & PAGE 2: l L Branch: Hudson Last Edit By: Last Edit Date: 7/27/2017 CITY OF SANFORD r BUILDING & FIRE PREVENTION PERMIT APPLICATION YD a Application No: 3 Documented Construction Value: S 4,238.00 Job Address: 3812 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0180 Residential 0 Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext. 163 Fax: Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 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 Enegry Air 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" 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 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 required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date 44 11/14/17 Signature of Contractor/Agent Date Robert Kulp X41" Notary Public State or Flonda Arionna C Rosenwinkel My Commission GG 147038 Expires 10/01/2021 Owner/Agent is Personally Known to Me or Contractor/Agent is Y Personally Known to Me or Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER Job #: 33965 Date: 10/27/2017 145314 Subdivision' Phase Bld VU Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 10181 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3812 Saltmarsh Loo CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford FL 32773 1412SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R -410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnact Job Phone: Heater or Coil CE2401C05 Heater or Coil Date Requested: CU -1 CH14N603000G 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 Efficient MUST BE ACCURATE AND COMP A/H-3 or Furnace AIH -4 or Furnac( Heater or Coil Heater or Coil Bldg. Permit# CU -3 CU -4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit No Efficiency Efficient EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 Qty 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 JZD7 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 Duct X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Estimated Estimated Invoice Due Date: 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 1,339.77 Permit 70.0001-EquipmentlTax 80.0009-Permit/Other 011 -Delivery Labor 1.14 14.32 20 -Pull Material Labor 2.27 28.65 Total Contract: 4,238.00 112 -Startup Labor 2.50 42.50 00 M WESTERLY LINE OF THE NORTHEAST 1/4 OF SEC 17-20-31 BASIS OF BEARING) I WYNDHAM PRESERVE - LOT IS SPECIFIC PURPOSE SURVEY FORMBOARD) WYNDHAM PRESERVE LOT 18 PB 81, PG 93) 1 nT 17 r 0 0.0Zm moo v 00 m a J5, 0s to C Z C o dCID 3 ZJ 6, BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. D)-Descriptlon Light Pole PV&L P Plat FFE D.B.-Deed Book 13 O.R.—DKciol Records Book M P.B.—Plat Book IV Pg.—Page AICs Elev. —Elevation Rcm Cone. -Concrete OP Brick Paver lD SW -Sidewalk m FFE-Finlshed Floor Elevation Qj CI Curb Inlet PeirtnanentARot. Mosnument Permanent Control Point Florida Power & Light Flnish Floor Elevation Water Meter me Boy Box Pole Meter Valve GTI -Grote Top Inlet] Light Pole P.U.E-Public Utility Easement F -Guy Anchor RCP_Reinforced Cone. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride O -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet Dao -Electric Handhole D.t1.E.-Drolnag•/Utility Easement FMGD-MAG NAIL DISK COO -Clean Out P.K. -Parker Kolon Noll A:VO4-Irrigation Control Valve I' -Sign SIR -Set 1/2' Iron Rod L87768 wbo-Gate Water Volvo Building Setbacks Setboeks: Per construction plans for WYNDHAM PRESERVE. City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side - 5' SURVEYOR'S; NOTES: 1. Current title Information on the subject property had not been furnished to GsoPoint Surveying, Inc. at the time of this plot pian. 2. Roods, walks, and other similar Items shown hereon were taken from engineering plans and ore subject to survey. 3. Elevations shown hereon on In fest and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon on from the construction plan for "WYNDNAM 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) DEVIENSION NOTE.- Proposed OTE: Proposed building dimensions shown hereon ore of the exterior. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Mop Panel Number 12127C -0765H_ In Flood Zone 'x" DESCRIPTION: LOT 18, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida SPKD-Set P.K. & Disk L87768 Goa Meter FIR -Found 1/2' Iron Rod LB7768 4.11 Existing Grade °'rrrrr•'• FlP-Found 1/2' Iron Pipe L87766 a -glow -off valve .' NNIEL 'e ' 555 Windedey Place, Suite 109FPKD-Found P.N. Nail & Disk L87768 • -Drainage now Direction This certifies that d' Sv4 of. (b 4r aY escribed property Meltland, FL 32751FCM-Found 4'x4' Concrete Proposed Design Grade was mode under Jt, U rNtstyk• :the Standards ofMonumentPRML87778Ae-Bullt/ExIe11nR Crod Practice set Job b0` o grjdo 609 AS Professional Phone: (321) 270-0440Note: Some Items in above le en m not be o licablelSurveyors & M Tn Chapter 5J-17,; I o Administrative Fax: rvey D (813) 248-2266 REVISIONS code. purs0on to Sectionii,472.027.morkIp Statutes. Licensed Business No. LB 7768 Description Date I Dwn. Ck'd I P.C. I Order No. ' '9 *TE OF psi 'oC0 .• GeoPo*nt 1- , at Survevine. Inc. 4mes D. Leviner """ FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. LS691 S Drown: MTP NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 10/2; 11SFD SFA. OF A FI DRIDA I ICMSFD SIIRVFYnR AND M&PPFR SEC. 17 — JDL I P.C.: I Data File:B4amFost-Plot 01 1 15mil-lstte Order No.: ^ RNG.31 E. Field Bk: .-- ENVIRONMENTS FOR SITE ID: 302902 LOT:10 BLOCK HOUSE -3812 STREET: SALTMARSH LP CRY: BANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT/: 909STAFL BUILDER: STARLIGNT HOMES SU9DMSION: VWNDWAM PRESERVE COMMUNITY: WA PLAN: NDP 107102017 PROGRAM: HERS TESTER: ENVIRONMENTS FOR WING PROGRAM IEOC:2009 TEST: BLOWER DOOR RESULT: PASS TESTER DM Rests DATE: 0127!2010 TEST NAME CORRECTION BUILDER RATER NEEDED VERIFIED VERIFIED WA 5.1 Attic Access Panel asketed and insulated x 5.2 Attic drop4mn Slav gasketed and Insulated) x 5.4 Recessed Ughbng FixWes QCAT labeled and tooled to d x 5.5 WAolo4 ouse Fen insulated gasketed to the opening x 7,3 Fresh au ventilation installed per program SpK4 X SbcerOw SO Te 1 BD Acbrl 0-- n- Td BUILDING ORIENTATION PROGRAM CODE PROGRAM CODE VOLUME VOLUME SHELL PIX Fn SHELL MIX Fn E(90-) WA 13,174 0 0 PROGRAM CODE PROGRAM CODE PROGRAM CODE CFM 00 CFM 50 ACH 50 ACH 50 % of Shell % of SAN 0 11.537 7 r1.041 4.74 Mslr e Met Bim 0 Bdm12 0 1 2!!M, 31 0 Barin / 0 Bbm 0 0 Rin t 0 Rm 7 0 Rin 3 0 09tme I o CO DaImcbm EMW StrGuelbd Affillimusel E1abril 7 aD or> Of IUr*Aod Mud Be CFL Or LED Low Flow Faucets. Toile oft? Poomw Tlrmloatd7 x CsrgW Green Propem Lesel Replica Vlaud Inspa" eyown Main LauOon Mru61lcwNems Modd$1 Modet02 IIsdNO3 Mddde4 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER NA SYSTEM 3 WATER HEATER NA SYSTEM 4 WATER HEATER NA SYSTEM t FURNACE NA SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 ABOVE GRADE WALLS REM UNIT NA SYSTEM 1 INDOOR COILSYSTEM NA 1 ACAHU (MEAT INTERIOR CARRIER FB4CNP030 PROGRAMMABLE THERMOSTATS (PRIF) PUMPSYSTEM YES 2 HVAC FURNACESYSTEM2 VAC OUTDOORUNITSYSTEM2ACIN.COIL SYSTEM 2 HVAC AHU (HEAT PUMP) SYSTEM 3 FURNACE SYSTEM 3 MVAC 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) 111111 rumm RCFMMATMNR SUILDINOCHARACTERISTICS AS DESIGN -VALUES ASBUILT -VALUES COMMENT a OF BEDROOMS (REM) NA NA CEILING FIAT REM NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) NA NA EXPOSED FLOOR EM 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) WATER HEATER FUEL TYPE (PRIF) TEST: BLOWER DOOR RESULT: PASS TESTER: OM RowY DATE: 01==18 BUILDING SPECIFICATIONS BUILDING CHARACTERIHi1CB AS DESIGN -VALUES AS BUILT -VALUES COMMMENT WATER HEATER SIZE. EFFICIENCY 6 LOCATION PRIF) INFILTRATION HOUSE LKG) ACH (REM) NA HID 4.7/ • 4.74 ACH 0 50 Pouab FRESH AIR VENTILATION TYPE (PRIF) VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL 4 (REM) NA NA VENTILATION FLOW REOVIRED (REM) NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION I 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 SPECS (PRIF) INTERIOR % OF CFL'S PRIF DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE (PRIF) SLAB TYPE (PRIF) SLAB AREA PRI SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING PRI HEATING (REM) NA NA COOLING (REM) NA NA AIR -SOURCE HP REM NA NA WATER HEATING (REM) INA NA TEST: DUCT BLASTER RESULT: PASS TESTER: OM Rer/U DATE: 01l1Tf1018 TOTAL CONDITIONED FLOOR AREA 0 0CFASOFT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 BO FT. SERVED (CFA) 0 1.412 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 54 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE InPow" 7.82% CFM25) TARGET (CFktM ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 11TOTALM=MAK40E(%Oi CFM23) TARGET ° ° (CFM25) ACTUAL CFA) ACTUAL N/N% 0.00% SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 ° (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2TOTAL DLCSTLEAKAGE (%OF CFM25)TARGET ° ° (CFM25)ACTUAL CFA)ACTUAL SYSTEM 5 SO FT. SERVED (CFA) 0 0 SYSTEM 5 DUCT LEAKAGE TO OUTSIDE SYSTEM 5 DUCT LEAKAGE TO OUTSIDE SYSTEM 5 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET ° ° (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 5 TOTAL DUCT LEAKAGE SYSTEM 7 TOTAL DUCT LEAKAGE SYSTEM 5 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: DM RowM DATE: Olr&=I$ BUILDING SPECIFICATIONS 44MEM DUCT LEAKAGE TO OUTSIDE (REM) NA O,OJE •,M2 •jI. TOTAL DUCT LEAKAGE (REM) NA NA FLOW RING P., FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3812 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3812 Saltmarsh Lp (Lot 18), Sanford, FL 32771 Jurisdiction: Cond. Floor Area: 1412 Cond. Volume: 13174 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data CFM(50): 1041 ELA: 57 EgLA: 135 ACH: 4.74 SLA: .04 ACH(50) ' : 4.74 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)(1), (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 10:31:53 EST Revelle. O=TopBuild Ho / Homee Services, OU, EMAILADDR E SS=dave.revelle Signature: Otopbuild 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)(t), (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 Topauild the opportunity to proviee the above services for you. Please feel free to contact me with any Questions. IW25=17 362982EFL HOUSE PRESSURE FLOW: 1 50 Pa 1041 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1041 ELA: 57 EgLA: 135 ACH: 4.74 SLA: .04 ACH(50) ' : 4.74 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)(1), (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 10:31:53 EST Revelle. O=TopBuild Ho / Homee Services, OU, EMAILADDR E SS=dave.revelle Signature: Otopbuild 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)(t), (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 Topauild the opportunity to proviee the above services for you. Please feel free to contact me with any Questions. IW25=17 362982EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3812 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: System 2 Duct Test Time: Post Construction Kurt I PnknnP Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 54 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Duct Syst e n Sum lines 1-4 54 Leakage Divide by 1412 Total Cor4bor ed Floor Area) 0.0382 (On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Drgrtallr Speed Dy Dave Revoae Sale: 20r8.O1.22 1031:47 EST CN=Dave Rave", O=Top6w10 Home Semicas. OU. W(p,/ EMAILADDRESS•Oays.rsvelle Ratter Of Record: OtopbwlO cora. C --VS Printed Name: Dave Revelle RESNET #: 4311088 Date: 01/22/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by OF ES an energy rater certified in accordance with Section 553.99, Florida Statutes. N. 0 WE J Building Oficial: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 362982EFL WESTERLY UNE OF THE NORTHEAST 1/4 I OF SEC 17-20-31 BASIS OF BEARING) I O IO H W rrA k 0 N FINAL BOUNDARY SURVEY WYNDHAM``PRESERVE - LOT IS WYNDHAM PRESERVE LOT 18 PB 81, PG 93) X10' UTILITY, BUFFER, WALL, LANDSCAPE, & SIDEWALK I EASEMENT LOT 17 SIR AtR_O•an'S f "'F f I u1 I 24.7' in SIR ; — BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbocks, 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. LB -Licensed uainess LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk Sight Distance Easement I I A/C PRM -Permanent Ref. Monument rc 0) IPAD , o FFE -Finish Floor Elevation p O LOT 18 N k o VI --Fire Hydrant Pg _Page AREA = Elev. -Elevation O Conc. -Concrete Cable Box 4,800 S.F. f M -Telephone Box O Z FFE -Finished Floor Elevation I 1 134.0 c ao SIR ; — BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbocks, 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. LB -Licensed uainess LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk BFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument RR ported PCP -Permonent Control Point D -Description FP&L-Florido Power & Light P -Plot FFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book D4 -Water Valve P.B.-Plot Book VI --Fire Hydrant Pg _Page RC -Reclaimed Water Meter Elev. -Elevation RPCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver M -Telephone Box SW -Sidewalk El -Electric Box FFE -Finished Floor Elevation O -Utility PoleCI -Curb Inlet Guy Pole GTI -Grate Top Inlet 9 -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 (Fails in Water) t9-Sonitary Sewer ManholeSF -Square Feet MvHo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL &DISK XVD-4-Irrigation Control Valve P.K.-Porker Kolon Nail p -Sign SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 Existing Grade FlP -Found 1/2" Iron Pipe LB7768 CI -Blow-off Valve FPKD-Found P.K. Nail & Disk LB7768 -ab.- -Drainage Flow Direction FCM-Found 4"x4" Concrete 10.0 Proposed Design Grade Monument PRM L87778 d0 ,l- mAs- Built/ExistlnGradeNote: Some items in above lea -- ay not he nnn ir_nhla P.C.10rder No SETBACK UNE (TYP) 1 STORY RESIDENCE 3812 SALTMARSH LOOP S 1-2 sat+yw, tp to n 25.3' I 0 rn CONCRETE a p DRIVEWAY ` I FFE= 31.21' c 0 25.3'1 ao ao o I a. 45.3 -------- uj•---------- --NC WALK ui ® O ui 1 120.00' S89'40'51 "tiV LOT 19 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' SURVEYOR'S NOTES: 1. Current title information on the subject property hod not been fumished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights-of-way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of NMDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey mops or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. o O h 1.0 1 25.0' a o: o z r i - b 0&000: V) Ya= j X o to N COD RfN 9'40'51" E 15.01' O DRYMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C -0765H. in Flood Zone I" DESCRIPTION: LOT 18, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida Last Date of Field Survey-, 1/22/2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida Statutes. GeoPoint Surveying, Inc. J es D. LONAL S LS6915 Drawn: MTP Checked: JDL P.C.: Data File:Bri=nEmt-plotIDAPROFESSIONALSURVEYOR &MAPPER N0 . .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Dote: 1/23/18 Dwg:8dwonEwt-Lone Order No.: WSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: N 0.0 II a o vC:2 ° m wrna 0 oo Lj49a Vr+ rl.) pyJ o b> z t v v c 0 M 0 r to n 25.3' I 0 rn CONCRETE a p DRIVEWAY ` I FFE= 31.21' c 0 25.3'1 ao ao o I a. 45.3 -------- uj•---------- --NC WALK ui ® O ui 1 120.00' S89'40'51 "tiV LOT 19 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' SURVEYOR'S NOTES: 1. Current title information on the subject property hod not been fumished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights-of-way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of NMDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey mops or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. o O h 1.0 1 25.0' a o: o z r i - b 0&000: V) Ya= j X o to N COD RfN 9'40'51" E 15.01' O DRYMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rote Map Panel Number 12127C -0765H. in Flood Zone I" DESCRIPTION: LOT 18, according to the plat of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, page 93 of the Public Records of Seminole County, Florida Last Date of Field Survey-, 1/22/2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida Statutes. GeoPoint Surveying, Inc. J es D. LONAL S LS6915 Drawn: MTP Checked: JDL P.C.: Data File:Bri=nEmt-plotIDAPROFESSIONALSURVEYOR &MAPPER N0 . .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Dote: 1/23/18 Dwg:8dwonEwt-Lone Order No.: WSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: 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 18 -1412 UL Builder Name: Starlight Homes SV1LD Street: City, State, Zip: Sanford , FL, 32773 Permit Office: S i of ounty Permit Number. ! - 2 3 7 1 SANFORD Owner. Jurisdiction: ( /,sem Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) Oc ogR 1. New construction or existing New (From Plans) 9. Wall Types (1563.3 sgfL) 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. WA R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' S. Is this a worst case? No 10. Ceiling Types (1412.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1412.00 fi' 6. Conditioned floor area above grade (ft2) 1412 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. NIA 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' EF: b. Conservation features 0.950 b. N/A R= it' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.108 Total Proposed Modified Loads: 45.81 PASSTotalBaselineLoads: 47.74 I hereby certify that the plans and specifications covered by Review of the plans and f11E ST,1Tc this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliancea:,' A OwiththeFloridaEnergyCode. Rn,.. •``°.'';, PREPARED BY: Before construction is completed CaDATE: 7 L5/ 17 this building will be inspected for a A compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: f Tr -7 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 Qn 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 an for whole house. 7/25/2017 3:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 7/25/2017 3:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 18 - 1412 UL 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 # 18 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL, 32773 CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL 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 SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1579 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1412 ft3 N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1412 ft2 0.1 Wood 7/25/2017 3:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM 'R405-2014 7/25/2017 3:58 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Space Cavity Width Height EL -Value I:# In rt In Area Sheathing Framing Solar Below R-Alahia Fraction Ah -tor GradecA 1 2 3 4 5 W S E N E Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 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 ft' 4 238.0 R' 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 R' 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 W 1 Vinyl Low -E Double Yes W 1 Vinyl Low -E Double Yes S 2 Vinyl Low -E Double Yes N 4 Vinyl Low -E Double Yes 0.58 0.25 0.34 0.26 0.34 0.26 0.34 0.26 46.0 ft' 9 ft 4 in 30.0 ft' 1 R 0 in 30.0 ft' 1 R 0 in 45.0 ft' 1 R 0 In 1 ft 0 in None 1 R 0 in None 1 ft 0 in None 1 ft 0 in None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 421 ft' 421 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 3:58 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM 'R405-2614 7/252017 3:58 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 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 # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 282.4 ft Attic 70.6 W Prop. Leak Free Main cfm 42.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinH Jan bHFe Feb MarHxMar E A r Apr f Ma [X] Jun Jul Au May [ ] Jun Jul Aug X] Se Sep Oct Oct X Nov Nov Dec Dec Ventin Jan Feb Mar X Apr [ May [ 1 Jun Jul Au Se X] Oct [X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 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 Pum 1 - Central Unit 7/252017 3:58 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* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Windows- Description a. U -Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U -Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U -Factor. N/A SHGC: d. U -Factor. NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 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 W 1 c. N/A R= ft' 3 d. NIA R= ft' EF: 0.95 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1412.00 W 1412 b. N/A R= ft' Area c. N/A R= W 105.00 ft' 11. Ducts R W a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 48.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. NIA 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 1412.00 ft' a. Electric Cap: 50 gallons EF: 0.95 ft° ft, b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. , Builder Signature: i a_ Q¢Q Date: Address of New Home: l a 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 3:58 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 18 - 1412 UL 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. Comers 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 3:58 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 18 - 1412 UL 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): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed 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: g1RE sr,4 pit 11 1 7- lp 7/25/2017 3:58 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 18 - 1412 UL 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 Leakaqe 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 1 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage total 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 Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: toj,D {SIT 7/25/2017 3:58 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 rrProact Summa Job: Starlight - Wyndham Pre... wrightsoft' Summary Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-8863729 Email. GRenner@energyair.com Web wmv.energyair.com For: Lot 18 - 1412 UL, Starlight Homes Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary L Structure 14087 Btuh Ducts 3499 Btuh Central vent (45 cfm) 1272 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 18858 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Cooling Area (ft2) 1411 1419 Volume (ft') 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 Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Ducts Relative humidity 50 Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 13751 Btuh Ducts 4760 Btuh Central vent (45 cfm) 868 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 y Equipment sensible load 19379 Btuh Latent Cooling Equipment Load Sizing Structure 1836 Btuh Ducts 977 Btuh Central vent (45 cfm) 1332 Btuh Equipment latent load 4146 Btuh Equipment total load 23525 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 0.049 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. c wri htsoft' 2017 -Jul -2515:56:59 9 Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA ... Specific\Wyndham Preserve\Lot 18 - 1412 UL.rup Calc = W8 Front Door faces E wrightsoft', Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct. Orlando, FL 32810 Phone: 407-888-3729 Email: GRennerCenergyaircom Web: wmN.energyair.com For: Lot 18 - 1412 UL, Starlight Homes Sanford, FL 32773 Job: Starlight - Wyndham Pre... Date: 4114/2017 By: Btuh Entering coil DB: 76.8°F Plan: 1401 S Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19379 Btuh Entering coil DB: 76.8°F Outdoor design WB: 75.9°F Latent gain: 4146 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 23525 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 145% of load Total capacity: 26119 Btuh 111 % of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18858 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 152% 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 101 % of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017 -Jul -25 15:58:59 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCP.... Specifie\wyndham Preserve\Lot 18 - 1412 UL.rup Calc = W8 Front Door faces: E I • Duct System Summary Job: Starlight - Wyndham Pre... wrightsofte Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Cl. Orlando, FL 32810 Phone: 407-888-3729 Email: GRennerr(@energyair.com Web: www.energyair.com For: Lot 18 - 1412 UL, 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/10Oft 899 cfm 214 ft 153 Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk FA/uFDIN-KIT c 3143 105 153 0.140 8.0 Ox 0 VIFx 25.1 120.0 stl FAAMDIN-KIT-A c 3143 105 153 0.249 7.0 Ox 0 VIFx 6.4 75.0 FAIu4DIN-KIT KIU c 3143 105 153 0.139 8.0 Ox 0 VIFx 25.8 120.0 stl bat h 567 29 17 0.135 4.0 Ox 0 VIFx 25.1 125.0 stl bed2 h 1178 60 44 0.244 5.0 Ox 0 VIFx 8.4 75.0 bed3 h 2090 107 86 0.135 7.0 0x0 VIFx 25.7 125.0 stl toyer h 2213 113 69 0.131 7.0 0x0 VIFx 34.9 120.0 stl m bath h 1831 94 44 0.258 6.0 Ox 0 VIFx 8.7 70.0 m bed c 3286 144 160 0.273 7.0 Ox 0 VIFx 4.3 70.0 UAC h 725 37 21 0.281 4.0 Ox 0 VIFx 2.3 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk stl Peak AVF 459 477 0.131 607 12.0 0 x 0 VinlFlx 16.0 Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 899 899 58.8 0.131 644 16.0 Ox 0 VIFx Bold/!talc values have been manually overridden 2017 -Jul -25 15:56:59 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 tCCI.... Specific\Wyndham Preserve\Lot 18 - 1412 UL.rup Cele = Wit Front Door faces: E AHU Closet AHU Stand SA RA lower pantry ceiing to 8' S61VTR r5 CFM Job M Starlight - Wyndham Preserve Performed for. Lot 18-1412 UL Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017 -Jul -25 15 57:19 am Preserve\Lot 18 - 1412 UL.rup W AA V q I z mo&t A m n O C) O b K' BUIIMINC, LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and off. immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. OV Failure to do so will be at users sole risk. POINT OF r MENCEMENT WEST CORNER OF THE RTHEAST 1/4 OF CTION 17-20-31 CCR #55989 1NYNDHAM PRESERVE - LOT IS PLOT PLAN WYNDHAM PRESERVE LOT 18 Proposed) DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WESTERLY UNE OF I --I I 10' UTILITY, BUFFER, WALL, THE NORTHEAST 1/4 OF SEC 17-20-31 - 25.3'1 n5:' BASIS OF BEARING) I c I m os' N I II m oN oasprn Zy0 veq p o tnCOI 0c fes 1125.0' O oQc LN,9- 4QL5I vmv, Cone. -Concrete t h 1_ k 25.00' I Utility PoleCI -Curb Inlet Guy Pole h PROPOSED CONCI WALK I LANDSCAPE. & SIDEWALK I EASEMENT N89'40'51 I to 1 24.7' ui PAD-:" I ; I o O LOT 18 a O AREA = 4,800 S.F. ± I p 24.7' ro PIOINT OF BEGINNING ZONIN Ok to construct single family home with setbacks and impervious area shown on plan. 51.2% ;MP• 11AM Oev. U , G9, LEGAL DESCRIPTION LOT 17 00' PROPOSED 1 STORY RESIDENCE 3812 SALTMARSH LOOP 1412 ELEVATION - U GARAGE - RIGHT FFE= 31.1 120.00' LOT 19 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' W 25.3'1 n5:' C Ops 0 m os' N I II m oN r o DRIVEY1fAY OIII v Io:z m fes 1125.0' o Z'o Vj vmv, Cone. -Concrete t h r w M p p a p voN 0D _ n 25.3'1 LO 25.3'1 n5:' FZ 1.0' ow I o a3ol, R -Reported I 0 j FFE -Finish Floor Elevation z 1=i U_ O b rn a DRIVEY1fAY OIII 0) Io:z I fes 1125.0' LO 25.3'1 n5:' o>. 1.0' ow I o a3ol, R -Reported I 0 PROPOSED 0 FFE -Finish Floor Elevation z 1=i U_ O b rn a DRIVEY1fAY OIII 0) P.B. -Plot Book v a W Pg. -Page RC® -Reclaimed Water Meter liz, RCD4-Reclaimed Water Volvo Cone. -Concrete i.3 h ED -Telephone Box a p 93 -Electric Box 25.3'1 Utility PoleCI -Curb Inlet Guy Pole N PROPOSED CONCI WALK P.U.E.-Public Utility Easement 1.0' r4 OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) V S89'40'51 "tiV DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00°19109"E., a distance of 531.08 feet; thence N.89040'51"E., a distance of 25.00 feet to the POINT OF BEGINNING; thence N.0001 9'09'W., a distance of 40.00 feet; thence N.89°40'51 "E., a distance of 120.00 feet; thence S.00019'09"E., a distance of 40.00 feet; thence S.89040'51'W., a distance of 120.00 feet; to to the POINT OF BEGINNING. Containing 4,800 Square feet, more or less. d "`•'n"iLEGEND:ADUSSD-Access Droina eLB -licensed usmess / 9 /Utilities/Sidewalk BFP-Backflow Preventer Sight Distance Easement S Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D-Deseription FP&L-Florida Power & Light P -Plot FFE -Finish Floor Elevation D.B. -Deed Book 10 -Water Meter O.R.-Official Records Book N -Water Valve P.B. -Plot Book 17 -Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Volvo Cone. -Concrete 13 -Cable Box BP -Brick Paver ED -Telephone Box SW -Sidewalk 93 -Electric Box FFE-Finished Floor Sevotion1--Ught Utility PoleCI -Curb Inlet Guy Pole GTI -Grote Top Inlet Pole P.U.E.-Public Utility Easement E--GuAnchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer ManholeSF -Square Feet D7Ho -Electric Hondhole D.U.E-Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL & DISK P.K.-Parker Kolon Nail XV94-Irrigation Control Valve Sign SIR -Set 1/2' Iron Rod L87768 WX-Gate Water Valve SPKD-Set P.K. & Disk LB7768- Gas Meter FIR -Found 1/2' Iron Rod L87768 I' -Existing Grade FlP-Found 1/2' Iron Pipe L87768 OI -Blow -off Valve FPKD-Found P.K. Nail & Disk LB7768 -Ab.--Drainage Flow Direction FCM-Found 4'x4' Concrete 70.0 Proposed Design Grade Monument PRM L97778 110.21-As-Built/Existing Grod Note: Some items in above leaenFrr net hp nnn irnhln uescrlpuon I Date I Dwn. Ck'd I P.C. I Order No. REVISED PRODUCT 8/16/17 MTP JDL REVISED AC PAD 9/06/17 JE JDL SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) LOT AREA CALCULATIONS LOT = 4,800 SOFT. LIVING AREA= 1,412 SQ.FT. GARAGE 421 SQ.FT. PORCH = 48 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 75 SQ.FT. WALKWAY = 88 SQ.FT. A/C PAD - 9 SQ.FT IMPERVIOUS= 51.2 7 SOD = 2,342 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.F'f. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 600 SQ. . DRIVEWAY = 519 SQ.FT. SIDEWALK = 288 SQ.FT. SOD = 2,468 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 12127 -0765H. in Flood Zone "g" DESCRIPTION: PROPOSED LOT 18, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 UNLY Phone: (321) 270-0440 t,;•'ag `tzEY Fax: (813) 248-2266 F Ir > mlltti"],ONLY) Licensed Business No. LB 7768 . GeoPoint a Surveying, Inc. dames D.•4e. 6Uv-"", LS6915 Drown: JE Checked: JDL P.C.: Data File:901=nEwt-PlatFLORIDAPROFESSIISIOAt•Std Mei2 & MAPPER N0. ...........»..... NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Dote: 6/21/17 Dwg:&FssonEcst-lotto Order No.: USED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r- RECORD COPY PALLMERFW =ELECTRIC Starlight Homes 1412, Wyndham Preserve LOAD CALCULATION June 9, 2017 1. HVAC LOADS [NEC 2011- 220.82(001-0)) 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 Q 100% 4.50 KVA TOTAL LOAD FOR AR HANDLER @ 65% 3.69 KVA TOTAL HVAC DEMAND LOAD 8.19 KVA 11. GENERAL LOADS [NEC2011-220.82(B)(1)-(411 LIGHTING 1412 Sq Ft @ 3VA/Sq. Ft 4.24 KVA Qty 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 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(I) 0.80 KVA 0.8 DISPOSAL(2) 72 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 OOKTOP CIRCUIT el7.2 SUMMER KITCHEN/JENAIR12.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 1 12 50AMP SAUNA/WHIRLPOOL 1 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) (ate 100% 10.00 KVA REMAINDER (GENERAL LOADS) © 40% 9.89 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011- 220.82M) 19.89 0 KVA HVAC LOADS 8.19 KVA GENERAL LOADS 19.89 KVA TOTAL DEMAND LOAD INEC 2011 - 220.82(A)l 28.08 KVA MINIMUM SERVICE SIZE 117.00 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Tyyp calab1 5',Q1Armp E=lecfrical Diagram J115-0 p, Main 1x2QY:./,24.0 # 1 7 - 2 3 7 1 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode Typical: In 61 ' 1 5 0 Am, 0 ' p' Paned . gviLo N SANFORD O AgRTMVc J115-0 p, Main 1x2QY:./,24.0 # 1 7 - 2 3 7 1 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I 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. MiTek® RECORD COPY RE: 1113091 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T pa, FL 33610.4115 Customer Info: Starlight Project Name: Lot 18 Wyndham Preserve Model: 1412 l Lot/Block: 18 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 [Low Rise]II 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# I Truss Name I Date I No. I Seal# ITruss Name Date 1 1 T11458196 1 Al 6/26/17 118 1 T11458213 1 HJ7 6/26/17 12 1 T1 1458197 1 A2 16/26/17 119 1 T114582141 M1 1.6/26/17 1 13 I T11458198 I A3 16/26/17 120 I T11458215 I M1 G 16/26/17 1 14 1 T1 1458199 1 A4 16/26/17 121 1 T114582161 V4 16/26/17 1 15 I T11458200 I A5 1 6/26/17 122 I T11458217 I V6 16/26/17 1 6 IT11458201IA6 6/26/17 7 I T11458202 I A7 16/26/17 I 18 1 T1 1458203 1 A8 16/26/17 1 19 1 T114582041 A9 16/26/17 1 110 1T1 14582051131 GE 16/26/17 1 C01 PA 111 1 T114582061 B2 1 6/26/17 11121T114582071B316/26/17113IT114582081CJ116/26/17 114 1 T1 1458209 1 CJ3 6/26/1716/26/1 7 15 1 T11458210 1 CJS 6/26/17 7 _ 2116IT11458211EJ76/26/17 117 I T114582121 HJ5 16/26/17 1 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: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI17PI 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. 371 IIfI 4,9 0 9380 3 STA E OF T • .c Thomas A. Alban) PE N0.39380 MITak USA, Inc. Ft. Cert 6634 6904 Parke East Blvd. Tampa Fl 33610 Date: June 26,2017 Albani, Thomas l of 1 Job rusese ype Girder ry Ply in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 711458188 1113091 AIG 1. t 1 BC 0.71 r 0.23 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr Job Referenceo tions! Builder's First source. Groveland. FL. 34736 r.bau s Apr re zvro mnex mausuree. me nun wn co rrgb oc cvi r e ID:N9BeziUlzDlj53XpKKwxzFz4rTi-FmGeSIJISvcJ37yllUPZxMVICVsXjfgYyiS Ez20Zz 1 3 9.14 1 7-0-0 12-0-0 1 17-0-0 1 22-0-0 F 25 .2.2 1 29 0-0 0•o q 100 3914 3.2.2 ".0 500 5-0-0 32.2 3.9-U 1-0Or 5x6 = 3x6 500 12 4 52526 27 28 29 6 30 31 5x8 = Scale = 1:52.6 18 17 32 33 16 15 34 14 35 36 13 ) z 20 11 1.Sx6STP = 20 II 6x8 = Y 0 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ven(LL) 0.12 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Ven(TL) 0.23 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(TL) 0.07 13 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) Weight: 148 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 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 mldpt 6.13 REACTIONS. (lb/size) 2=1158/0-8-0,13=2983(0-8-0,9=-127/0-8-0 Max Horz2=-78(LC 13) 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. (Ib) - Max. CompJMax. 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=-6e9/1567,7-31=-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=-1 15/553,5 -16--0/434, 5.14=-1415!728,6-14=-345/1042,6-13=-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; VUIt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.0psf; h=1511; Cal. 11; Exp C; Encl., GCp1=0.18; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 30 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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 III between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 571 ib uplift at joint 2, 1375 lb uplift at joint 13 and 306 Ib uplift at joint 9. 8) -Semi-rigid pitchbreaks Including heels' Member end tixlly 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 Ib down and 213 Ib up at 7.0.0, 871b down and 1221b up at 9-0-12, 871b down and 122 Ib up at 11-0-12,87 Ib down and 122 Ib up at 13.0.12, 87 Ib down and 1101b up at 14-6.0, 87 Ib down and 122 Ib up al 15-11-4, 87 Ib down and 122 Ib up at 17-11-4, and 87 lb down and 122 Ib up at 19-11-4, and 1731b down and 213 Ib up al 22-0.0 on top chord, and 307 lb down and 137 Ib up at 7.0.0, 65 Ib down at 9-0-12,65 Ib down at 11-0-12, 65 Ib down at 13-0-12, 65 lb down at 14-6-0, 65 Ib down at 15-11-4, 651b down at 17-11-4, and 65 Ib down at 19-11-4, and 3071b down and 137 Ib up al 21-11.4 on bottom chord. The desigrl/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 page 2 Q WARNWG - Votry dedpn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M67473 rev. 10010M15 BEFORE USE Deft n vaild for use only vAM MileltS connectors fils design Is Dosed only upon parameters shown, and Is lot an hdNldttd txAd6p component not a truss system. Before use. Otte btAdIng designer must verily the applicability of design patomelors incorporate 8thandpropertyIncorrate doslgn into the overaAl design ®acing lndlcatod Is to budding of IrtdlAdual truss web and/or chord memtms only. Ac"llonal temporoy and permanent Ixaeing MiTek' briding prevent Is always reed la stability axf to prevent collapse with possible personal kyW arxf property (kanatgo. For general guidance regarding the 6904 Pork* East Blvd. fabrication. stooge, delivery, eiectlon and txocing of finesses and Isar systems- seeANSI/iPI l Quality Criteria, DSB-89 and SCSI SuBtling Component Tompo. FL 33610SafelyInformationovaltablehontrussRaleInstitute, 218 N. Leo Street, Stlte 312. Alexandria VA 22314. Job rues Truss Type oty Ply a puss system Before use. tho txAdnng designer must verity The applkablity of design puiamelers and properly Incoopaole This design Into the overall t17Bcling design. Bating indicated Is to prevent budding of Individual Inm web anal/or chord members only Additional lempoiary and permanent brocI ng MiTek' is always rdyrired for stability and to pnevenl collapse with poss"o personal hpny and properly, damage. For general guidance regaralng Ile latMlcatbn, storage, deiNory, erection and bracing of trusses and Imes systems seeANSI/IPI I Quality CIIforla. DSB-89 and BCSI Building Component 6904 Parke East Blvd Safely Information avaliable noon Truss Rate institute. 211) N Lee Street. Supe 312, Alexandria. VA 22314 Tanga, FL 33610 711458196 1713091, I Ai G Hip Girder 1 7 Job Reference(optional) aumers rust murce, uroverano, M. 441,10 1 D,N9BeziUtz Dp53XpK Kwxz Fz41T t-FmGeSIJ ISvcJ37yf iU PZxM Vis VsXjf gYyESJ?Ez2OZz LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) 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 - Vorlly design panmoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rov, rilemi5 BEFORE USE Design valid too use only Wth Mitek® connecloos This design Is based only upon parameters shown, and Is for an ndlivickxA Uddi ng component. not a puss system Before use. tho txAdnng designer must verity The applkablity of design puiamelers and properly Incoopaole This design Into the overall t17Bcling design. Bating indicated Is to prevent budding of Individual Inm web anal/or chord members only Additional lempoiary and permanent brocI ng MiTek' is always rdyrired for stability and to pnevenl collapse with poss"o personal hpny and properly, damage. For general guidance regaralng Ile latMlcatbn, storage, deiNory, erection and bracing of trusses and Imes systems seeANSI/IPI I Quality CIIforla. DSB-89 and BCSI Building Component 6904 Parke East Blvd Safely Information avaliable noon Truss Rate institute. 211) N Lee Street. Supe 312, Alexandria. VA 22314 Tanga, FL 33610 Job I runs TrUSS Type 0'y711456197 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 WB 0.89 Horz(TL) 0.03 10 n/a We 1/13081 A2 Hip 1 IF" 1 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD Job Reference (optional) Builders Fist Source. Gnwebnd. FL. 34736 7.640 s Apr IB 2016 MTek Industries. Inc. Mon Jun 26 14.48 33 2017 Page 1 I D:N98eziUtzDp53XPK KwtaFz4rrf.jzgOleKwDCkAg HXsJBwoUZ22uvE NS4 NhB11CsYgz2OZy r1 -0-0i 4. 9.14 + 9-0-0 14-6-0 l 20-" 24 .2.2 I 29-0-0 300-01 t1.0 0 4.9.14 4.2.2 5-6-0 5-6-0 4.2.2 4.9.14 1 0 4x6 = F rYf1715- 3x8 = 4x6 = Scale = 1:52.8 3x6 = LOADING (psi) TCLL 20.0 TCDL 70 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 WB 0.89 4x12 = 30 = 24 II 1.5x8 STP= 402 = 3x6 = CSI. DEFL. in loc) Udell Ud PLATES GRIP TC 0.43 Vert(LL) -0.11 13.16 >999 240 MT20 244/190 BC 0.61 Vert(TL) -0.2813-16 858 180 WB 0.89 Horz(TL) 0.03 10 n/a We Matrix -M) Weight: 140 Ib FT = 01b BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 2=696/0-8-0, 10=1372/0-8-0,8=186/0-8-0 Max Horz 2=-98(LC 13) Max Uplllt2=-327(LC 8), 10=-541(LC 4), 8=-136(LC 9) Max Grav2=711(LC 19), 10=1372(LC 1), 8=232(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1143/570, 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, 5-10=-1096/515, 6-10=-440/256,7-10=-344/314 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 fall 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 327 Ib uplift at joint 2, 541 Ib uplift at joint 10 and 136 lb uplift at joint B. 7) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE 11147473 rev. W03401S BEFORE USE. Design valid lot we only vAth Milek0 connectors rhis design Is based only upon parameters shown, and Is too an hdlvidual bidding component. not a truss system. Before tae, the building designer must verily the oWIcablity of design paiar oelms and pooporly Incorpaoto this design Into the overall btOcBng design ®acing Indicated is to prevent budding of Indivicual truss web and/or chord members only. Additional temporary and Wunanent bxaclrlg MiTek' Is always regtdred foe stabelty and to prevent collarxe VAh Possible personal frtlL+y and property daonage. For general gt*kme oegardng RIO labxlcollm storage, delivery, eiecllon and bracing of trusses and bits systenns. seoANSI/rPI1 Quality Criteria. DSB-89 and SCSI Building Component 6904 Pork* East Blvd Saf*ty Information available from Truss Rate InsIIMe. 218 N. Lee Street. Stile 312, AlexarWrla. VA 22314. Temp*. FL 33610 Jobruss 2-0-0 I ype city ply 1.25 Rep Stress [net YES Code FBC2014fTP12007 Vert(TL) -0.31 10-12 >999 180 711458198 1113091 A3 Hip t t Weight: 140 Ib FT = 0% BRACING - Job Reference (optional) Builder's First Swice, Gievelnnd, FL 34736 7 640 a Apr 19 2016 MTek Industries. Inc Mon Jun 26 14 48 34 2017 Page 1 ID:N9BeziUtzDjf53XpKKwxzFz4rrf-B900t_LYzWs01R62suR 1 Onb76JbMBgzrOYxP47z2OZx 1-00Y 5.9.14 I 11-0.0 18.0-0 + 23.2 .2 I 29-0-0 000 1.0.0 5 9 14 5-2.2 7.0.0 5.2.2 5.9.14 1-00 5x8 = 20 4x6 = Scale - 1 52 e 3x4 i LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 13 12 10 9 2x4 11 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [net YES Code FBC2014fTP12007 Vert(TL) -0.31 REACTIONS. (lb/size) 2=1127/0-8-0.7=1127/0-8-0 Max Horz 2=-11 B(LC 9) Max Uplif12=-468(LC 8), 7=-468(LC 9) 30 = 30 = 3x8 = 20 II 30 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TC 0.78 Vert(LL) 0.1312-13 999 240 MT20 244/190 BC 0.56 Vert(TL) -0.31 10-12 >999 180 WB 0.29 Horz(TL) 0.10 7 n/a n/a Tempe, FL 33610 Matrix -M) Weight: 140 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. FORCES. (Ib) - 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=-1 558/653, 5-20=-1558/653,5-6=-1 730/655, 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; Vuit=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psf; BCDL=5.Opsf; h=1511; Cal. Il; Exp C; Encl., GCp1=0.18, MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical telt and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 Ib uplift at joint 2 and 468 Ib uplift at joint 7. 7) `Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. jo Q WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE UN -7473 rev. IM2016 BEFORE USE. Design valid for use only with Mllek® conneclors Vils design Is based only upon paramelets shown, and Is lot an Individual building cornponenl, not MRabusssystem. Before use. Ilw btAldN deslgnei must verify the "I ;obfllly of design paiametets and pwpedy IncoiWate this design Into the overall buAding design. &acing Indicated Is to pnevenl buckling of IndNklual truss web and/o# chord membets only. Addlllonal temporary and permanent baci ng WOWIsalwaysnecpLedlotslablillyandtopreventcollapsewllhpossiblepensonal"and property darnage. Fon general g ldalee regaiding the fabilcallo n. storage, delivery, erection and bracing of inisses and inns systems seeANSI/1P11 Quality Cdterlo, DSB•69 and SCSI Building Component 69D4 Poike East Blvd Safety Infomnatlon available from Trus Plate Institute, 218 N Lee Sireel, Suite 312, Alexorxdrkx VA 22314 Tempe, FL 33610 Job Truss ruse I We oty Ply a Russ system. Before use. Iter building designer must verily the oWlcaMlty of design patomelers and popedy Incotpaote IMs design Info the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.9.7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD 771458199 1113091 A4 Hip 1 1 Max Horz2=137(LC 8) Max Upli112=-465(LC 8), 7=-465(LC 9) Job Reference (optional) Builders First Source. Wovetand. FL. 34736 (.o+u s P4)1 1N zero mrr ex marouses. rnc. mon dun zo +:+es+ w t r age I ID:N9BeziUtzDjp53XpKKwxzFz4rrt-B000L LYzWs01R62suR10nbDeJbaBcnrOYxP47z2O7x rel 6.9.14 I 13.0.0 16.0-0 22.2.2 i 29.0.0 30-0.4 1.0-0 6.9-14 6-2.2 3.0.0 6.2.2 6.9.14 1 0 0 5x8 = 20 4x6 = Scale = 1:52.8 30 2x4 II 30 = 3x4 = 20 II 30 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 7.0 Lumber DOL 1.25 BC 0.54 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 BCDL 10.0 Code FBC2014fTP12007 (Matrix -M) DEFL. In (loc) I/dell Ud Vert(LL) 0.13 12-13 >999 240 Vert(TL) -0.31 12-13 >999 180 Horz(TL) 0.10 7 n/a We PLATES GRIP MT20 244/190 Weight: 144 Ib FT = 0% LUMBER- BRACING - a Russ system. Before use. Iter building designer must verily the oWlcaMlty of design patomelers and popedy Incotpaote IMs design Info the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.9.7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.9.7 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1127/0-8-0,7=1127/0-8-0 Max Horz2=137(LC 8) Max Upli112=-465(LC 8), 7=-465(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2127f789,3-4=-1546/571, 4-20=-1371/582,5-20=-1371/582,5-6=-1547/572, 6-7=-2127!791 BOT CHORD 2-13=-755/1905, 12-13=-75511905, 11-12=-407/1369, 10-11 =-407/1369, 9-1 0=-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; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5 Opsh h= 1511; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 Ib uplift at joint 2 and 465 Ib uplift at joint 7. 7) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. A WARNING - Vedry design Parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE UP -7473 ray. IdM40IS BEFORE USE. Design valid lot use only wllh Wek®connectois II* desIgn Is based only upon patameleis shown, and Is Io an IndlOd al IxddN component, not a Russ system. Before use. Iter building designer must verily the oWlcaMlty of design patomelers and popedy Incotpaote IMs design Info the overall btAdkng design. BraCing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional lempaary and peimanenl biacing Is always iecludted for slablllly and to prevent collapse wllh posble personal IsJiay and property damage. For general guidance iegadlr>V the M iT®k' 6904 Porke East Blvd. fabrication. storage, delivery. erection and bracing of trusses and Inns systems, teoANSIfTpl I Quality Criteria, DSB-89 Grid SCSI Building Component Torrgo. FL 33610Satety, IMormallon available born Russ Rate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job T runs russ ype10ty LUMBER- Ply o truss mlem. Before use. the I"ding designer must verity the aplbllcal>tlty of design patometers and properly lncorporote this design Into the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.6-12 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD 711459200 1113091 AS Common 20 1I Max Harz 2=-152(LC 9) Max Upli112=-462(LC 8), 8=462(LC 9) Job Reference tional aallaere n'n5r bMFCe. OlaveWna. PL.4-JO , - o P, ,a av,9 mn9s n,9uam9a, me , ', wn c9 .-9.aa 9V . rue9 , ID:N9BeziUtzDjl53XpKKwxzFz4rrf-fLym4JLBkq_twagEOcyGZ_7MBis5w6h eBhzcZz2OZw 0-01 V7-6-14 1 14-6-0 i 21-5.2 29-" r 130-0-0 r1-0.0 7-6-14 6.11.2 6.11.2 7-6-14 Scale - 1:52.4 4x6 = 5.00 12 30 = 30 = 30 = 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 BCDL 10.0 Code FBC2014/TP12007 (Matrix -M) DEFL. In (loc) Wall Ud Vert(LL) -0.28 10.12 >999 240 Vert(I-) -0.56 10.12 >621 180 Horz(TL) 0.09 8 n/a rVa PLATES GRIP MT20 244/190 Weight: 126 lb FT = 0% LUMBER- BRACING - o truss mlem. Before use. the I"ding designer must verity the aplbllcal>tlty of design patometers and properly lncorporote this design Into the overall TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.6-12 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 6-8.0 oc bracing. WEBS 2x4 SP No.3 6904 Parke East Blvd Salary Information ovalk"o from kuss Plate hlstltute. 218 N lee Sheet. SUIe 312. Alexandria. VA 22314. REACTIONS. (Ib/size) 2=1127/0.8.0.8=1127/0-8-0 Max Harz 2=-152(LC 9) Max Upli112=-462(LC 8), 8=462(LC 9) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2041!793, 3.4=-1802/694, 4.5=-1724/715, 5-6=-1724/715, 6.7=-1802/695, 7.8=-2041!794 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 root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical lett and right exposed; 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 psi bottom chord live load nonconcurrent with any other live loads. 6) ' 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 lit between the bottom chord and any other members, with BCDL = 10.Ops1. 7) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 462 lb uplift at joint 2 and 462 lb uplift at joint S. 8) "Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. IY 0 A WARNING - Verily design parameters and READ N07ES ON THIS AND INCLUDED MrrEK REFERANCE PAGE x67473 rev. 100031016 BEFORE USE Design valid for use only with Mitek® conneclors. this design Is based only upon patometers shown. and Is for an kldlOdual Ixrlding component. not o truss mlem. Before use. the I"ding designer must verity the aplbllcal>tlty of design patometers and properly lncorporote this design Into the overall r>rBang design. Bracing Indicated Is to prevent bucldfrlg of Individual truss web and/or chord members only. Additional lemporary and permanent bracing M iT®k' is always regrbed for stability and to prevent collapse with possrAe persorK/ IMay and properly damuge. nor general guklance regading the fabrlcallon, storage. delivery, orecllon and Ib.ocing of ina5es and Inrss systems ~NSI/1P1I Cuaily Cdterlo. D$8.89 and SCSI BuIlding Component 6904 Parke East Blvd Salary Information ovalk"o from kuss Plate hlstltute. 218 N lee Sheet. SUIe 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty ply 1.25 Rep Stress Incr YES Code FBC2014fTP12007 711458201 111113D91, A6 Hip t 1 BRACING - Job Reference(optional) Builders First Source. Grovelond. FL. 34736 7.640s Apr Is 2015 Witter industries. mc. mon jun 25 14:48 35 201 r ro e ID:N9BeziUtzDj153XpKKwxzFz4rrf-fLym4JLBkq__twagEOcyGZ_70bixww3d_eBhzc OZw 1-0-0 6.8.4 I 12.8.12 16-3.4 I 22.3-12 29-" 30-9!A1.00 6.8.4 6 0 8 3.6.8 6-0-8 Tr8.4 1. 0 5x8 = 20 06 = Scale = 152.8 30 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 13 lz 1V V 2x4 II SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 WB 0.52 REACTIONS. (lb/size) 2=1127/0-8-0,7=1127/0-8-0 Max Horz2=-134(LC 9) Max Upli112=-465(LC 8), 7= 465(LC 9) 30 = 3x4 =3X8 = 20 II 3x4 CSI. DEFL. In loc) Well Ud PLATES GRIP TC 0.42 Verl(LL) 0.1312-13 999 240 MT20 244/190 BC 0.54 Verl(TL) -0.3112-13 999 180 WB 0.52 Horz(TL) 0.10 7 n/a n1a Matrix -M) Weight: 144 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.9.5 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2134/794,3-4=-1569/583,4-20=-1394/591, 5-20=-1394/591,5-6=-1570/584, 6-7=-2134/796 BOT CHORD 2-13=-759/1912, 12-13=-75911912,11-12=-419/1393, 10.11_ 419/1393, 9-10=-626/1912, 7.9=-626/1912 WEBS 3-12=-589/377, 4.12=.112/357, 5-10=-107/358, 6.10=-588/378 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.0psf; h=15th, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL --1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 465 Ib uplift at joint 2 and 465 Ib uplift at joint 7. 7) "Semi-rigid pitchbreaks including heels' Member end tixily model was used In the analysis and design of this truss. a. Q WARNING - Vitrify deslyn peremelers and READ NOTES ON THIS AND INCLUDED urrEK REFERANCE PAGE M67477 rev. 169M16 BEFORE USE. Design vdkl lot use only with Mllelt® connectors. this design Is based only upon pmameters shown, and Is for an hdNldrx:l "ding component. not wtahtmsystem. Belote use, the "ding designer must verily the applicability of design porarnelers and rxopaly hcorporale this design Info the over,, l acingdpmanenMacinglrx2cafedIstoMicidinghdNklualInnsweband/or Chad members only. AddItbnal lempaary aner WOWbuildingdesign. rrevenl of 6 always eeyu Fred for stability and to prevent edlurxe wth possUe persor" "" Und Property damage. For gencaal gukkme regtsdng the 6904 Poft East Blvd. IabdcalbR storage, deWery, erection and twocIng of muses and trim systems, seeANSIMI I Cuoty Criteria. DS6-89 and SCSI Building Component Tampa, FL 33610SolelyInformationava9ahlefromTrusRanoinstitute. 218 N. Lee Street. suite 312. Alexandria. VA 22314. Job russ TFUSS Type 0typly DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 711/58202 1113091 A7 Hip 1 1 BC 0.59 Vert(TL) -0.34 10-12 >999 180 Rep Stress Incr Job Reference florist Builders First SW rye. Groveland. FL. 34736 7 640 a Apr 19 2016 Mrlek Industrtea. Inc Mon Jun 26 14:48:36 2017 Page 1 ID:N9BeziUtzDjf53XpKKwxzFz4lTf-7YW81IMpV76kXkFR JTV6CgOa6Gltbz8lrOW8?z2OZv rel 5.8.4 i 10.8.12 i 18-3.4 i 23.3.12 i 29.0.0 0.0.0 1.0.0 5.8.4 5.68 7.6-8 508 5.8-4 1.60r 5x8 = 20 4x6 = Scale = 1:52.8 13 12 10 8 3x4 20 'I 30 = 30 - 3x8 = 20 II 30 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.13 12.13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.34 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.10 7 We nta BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Weight: 139 Ib FT = 0°5 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 6.8.5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 4.10 REACTIONS. (Ib/size) 2=1127/0-8-0,7=1127/0-8-0 Max HorZ2=-115(LC 9) Max Uplili2=-468(LC 8), 7=-468(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2159/825, 3.4=-1757/666, 4-20=-15861663, 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, 9-10=-665/1940, 7-9=-665/1940 WEBS 3 -I2= -409/290,4-12=-58t389, 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=4.2ps1; BCDL=5.Opsl; h=151h Cat. 11; Exp C; Encl , GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical telt and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will III between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 Ib uplllt at joint 2 and 468 lb uplift at joint 7. 7) `Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING- Verily dedyn paninWore and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M/11-7473 rev. 10MMIS BEFORE USE. Design voild for use only with Mnek® connectors. This design Is Lased only upon pooneters shown. and Is lop an lndlvkW bolding componenl. not o sus system. Before use. the blAldblg doslgnop must vodty the agllkaMlly of design rararnefers and rxorAnly Incorporate this design Into Iho ovorc, building design. Bracing Indlcated b to prevent bucklblg of Indlvklucd bus web aril/or chord members only. Addllbnal temporary and permanent bracing WOW Is olwoys reWred for stability and to prevent cotlgne wllh possible personc9 INr>ry and property donage. ror general guklolce regoding the Icibricatim storage, delivery, eroctlon and bracing of Inises and bus systems. seeANSI/nni Quality Criteria. DS& -09 and &CSI Building Component 6904 Parke East Bbd. Safety information ovalabte born Trus Hate blstlluto. 218 N. Lee Street, SUIe 312, AlexarxLW. VA 22314. Tarrpo. FL 33610 Job russ ruse Type typly Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 711459203 1113091 A8 Root Special t t Tempo, FL 33610 Matrix -M) TOP CHORD 2x4 SP No.2 Job Reference (optional) Builder's Fusl Source, t$OVeland. FL 34736 7 64U s Apr le ZOIb Mrr aK Inausines. Inc. Man Jun Z6 14:19:37 Zul 7 va9e 1 ID:N9BezIUtzDjj53XpKKwxzFz4lTl•ck'3XV?NRGREb9ugdY1 kePDcfWadOzaH6VA4hSz2OZu r1-0.0. 5.6.14 10.6-0 , 12 .3.4 , 20.3.4 1 24.3.12 29-0-0 30-0-0I 1-0-0 5.6.14 4.11.2 1-9.4 8-0-0 4.0.8 4-8.4 1.00 4x6 = 5x6 = sire = Scale = 153 8 30 30 = 5x8 = 30 = 30 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/fP12007 LUMBER - Tempo, FL 33610 Matrix -M) TOP CHORD 2x4 SP No.2 Except' Weight: 140 lb FT = 0% 5-6: 20 SP No.1 BRACING - BOT CHORD 20 SP No.2 TOP CHORD WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=112610-8-0,8=112810-8-0 Max Horz 2=-1 12(LC 13) Max Upli112_ 416(LC 8), 8=-507(LC 9) CSI. DEFL. In loc) Well Ud PLATES GRIP TC 0.95 Verl(LL) 0.1710-12 999 240 MT20 244/190 BC 0.71 VeA(R) -0.4010-12 873 180 WB 0.49 Horz(TL) 0.10 8 n/a n1a Tempo, FL 33610 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 (Ib) or less except when shown. TOP CHORD 2-3=-2167!743, 3.4=•2069/761, 4-5=-2282/1003, 5.6=-2032/860, 6-7=-1 919/844, 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 root live loads have been considered for this design. 2) Wind- ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=5.Opsf; 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) 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 416 Ib uplift at joint 2 and 507 Ib uplift at joint 8 7) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING. Verfly design parorrroterit and READ NOTES ON TNIS AND INCLUDED M1TEK REFERANCE PAGE M0,7473 rov. 14103/1015 BEFORE USE. Desitin valid lot use only wllh Mllek®connectas Rlls design Is rased only upon parameters shown. and Is for an Individual building component. not a truss system. Belae use. the IwildlrlU designer roust verity Ilse appllcabllty of de4q) rotameters and rxoperly Ineorpaale SlK de*jn Into the overall Ixilding design Rochg Indicated Is to prevent tx,clding of IndiMuol truss web and/on chord members only Ack l9oW lemtxxary and pennanenl Ixacing Mffek' Is always required fon sk"Illy and to revent collcpse with possble personal injury arxJ propedy dunnage. For general gukknce regarding the latxk:alkxi storage, delivery, eteelIon and brocIrV of Ines and truss systems. seeANSIfFPI l Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avallahle from Truss Plate Institute, 218 N. Lee Street, Su41e 312, Alexandria. VA 22314. Tempo, FL 33610 Job ruse Truss yperyVly PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.23 10 >999 240 T114582041113091 TCDL 7.0 Lumber DOL 1.25 Ail Roof Special t 1 BCLL 0.0 ' Rep Stress Incr YES WS 0.68 Horc(TL) 0.10 7 n/a r1/a Job Reference (optional) Builder's First Source, Groveand. FL 34736 7 640 s Apr 19 2016 Mnek Indusinee, Inc. Mon Jun 26 14:48.37 2017 Page 1 ID:N9BezIUtzDjj53XpKKwxzFz4Rfck3XV?NRGREb9ugdY1 kePDhFWbOOwbH6VA4hSz2OZu Vo 10.6-0 14.3-4 22.3.4 29-0-0 1 1-0 o 5$-14 4.11.2 3 9-4 8-0-0 6$-12 1 00 Scale = 1:53.8 4x6 11 30 = 3x6 = u 30 = 5xe = 20 II 3x6 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.23 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.50 9.10 >702 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.68 Horc(TL) 0.10 7 n/a r1/a BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Weight: 132 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins. 5-6:20 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=112610-8-0,7=112810-8-0 Max Horz2=112(LC 8) Max Uplili2=-413(LC 8), 7=-511(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2156!746, 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=-270/283, 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=5.0psf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever loll and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 Ib uplift at joint 2 and 511 Ib uplift at joint 7. 7) 'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING . Verify design pararnefore and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MW7473 rev. 1MOVIS BEFORE USE. valkd for use only with Milek®connoclors. INs design is based only upon pmamelers shown. and Is la an hdlvldtKA building component. rat wtatrusssystem. Before use. the building designer must vedfy the oWIcablity of dosign porameters and properly lncorlorate this design Into the overall Ixlding dosign. Mocing 01dk:atod Is to prevent buckling of Individual in= web and/or chord members only. Additional ternpaay and permanent bracing Welk' Is always iwtuffod for sk"lly arW to prevent collapse with poss"o personal Injury and properly durnage Fa general gulckstce regarding the fablcatkxi storago, dolNery, ereclion and txcacing of Inrsses and IRrss systems. seeANSI/IPI I Quality Cdperlo, DSB-89 and SCSI Building Component 6904 Pork& East Blvd. Safely IMormallon ovalloble Iran truss Rate Institute. 210 N. tee Street. Sulle 312. Alexanci a. VA 22314, Tempo. FL 33610 Budder's First Source. Grovelond, FL. 34736 7 640 s Apr 19 2016 Wait Industries, Inc. Nlon Jun 26 14.48 36 2017 Page 1 ID:N9BeziU tz Djj53XpKKwxz Fz4rrt-4wdvILO311MSn2Pp5kVzBdl?Sw5L7xs RL9vdDuz20Z1 1O- 0 0 10.6-0 21-" i 224-0 144 106.0 106-0 1.00 Scale = 1:37.8 06 = 30 = 23 22 21 20 19 18 17 16 15 14 30 = 30 = LOADING (psi)SPACING- ruse russ ype ry711458205Ply Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL lob 113091 B1GE Common Supported Gable 1 1I Code FBC2014ITP12007 Job Reference (optional) Budder's First Source. Grovelond, FL. 34736 7 640 s Apr 19 2016 Wait Industries, Inc. Nlon Jun 26 14.48 36 2017 Page 1 ID:N9BeziU tz Djj53XpKKwxz Fz4rrt-4wdvILO311MSn2Pp5kVzBdl?Sw5L7xs RL9vdDuz20Z1 1O- 0 0 10.6-0 21-" i 224-0 144 106.0 106-0 1.00 Scale = 1:37.8 06 = 30 = 23 22 21 20 19 18 17 16 15 14 30 = 30 = LOADING (psi)SPACING- DEFL. 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 FBC2014ITP12007 CSI. DEFL. In (loc) Udell L/d TC 0.06 Veri(LL) 0.00 12 rt/r 120 BC 0.04 Verl( L) 0.00 12 1* 90 W B 0.04 Horz(TL) 0.00 12 n/a We Matrix) PLATES GRIP MT20 244/190 Weight: 99 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 21-0.0. lb) - Max Horz2=112(LC 8) Max Uplift All uplill 100 Ib or less at joint(s) 2, 19, 20, 22, 17, 16, 15, 12 except 23=-106(LC 8), 14=•106(LC 9) Max Grav All reactions 250 Ib 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 (Ib) or less except when shown. 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.Opsl; h=1511: Cat. II; Exp C; Encl., GCpl--0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed, end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL --1.60 3) 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 20 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 lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 1 O lb uplift at joint(s) 2, 19, 20, 22, 17, 16, 15, 12 except Qt=1b) 23=106, 14=106. 10) 'Semi-rigid pitchbreaks including heels' Member end lixity model was used in the analysis and design of this truss. 0 WARNING . VoAfy doslgn parameters and READ NOTES ON THIS ANDWCLUDED MrIEK REFERANCE PAGE A07473 rov. f00320I S BEFORE USE Design valid for one only with MlleM connectors. this design Is b mecl only upon pmometers shown. and Is for an I n lINUSKi Wieling component, nor a truss system. Before use. the blAdbV designer must verily the opolcabBty of design "aneters and property Incorporate this design into Ito ovorull brlcling design. Brochg hdlcaled Is to budding of Indlvkhxl truss web and/or chord memixars only. AdclOoral lempmay mnd p annanenr bxoci ng M iTek' prevent Is Wvays iegnlied los stabOBy and to prevent collapse with possbte personal "jy and properly danago. Fa general guMi nce iegmdng the falodcatlon, storage, delivery. erection a ncl bracing of Innses and 1R=systems seeANSI/IPII Quality Cdterlo. DSB-89 and SCSI Building Component 6904 Parke East Blvd Safely Information avdrable from Lias Plate Insiltule. 218 N Lee Street, Suite 312. Alexarycift VA 22314. Tempe. FL 33610 Job russruss ype y711458206Ply BRACING - WOW TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc puriins. 1113091 82 Common 4 1 REACTIONS. (lb/size) 2=831/0-8-0,6=831/0-8-0 Job Reference(optional) Bvlldefe First Source. Wovelond, FL. 34736 r.oae a npr le zuro mr I9 mousmes, mc, wren dun co w w av cur r Pogo r ID:N9BeziUtzDj153XpKKwxzFz4rrl-Y7BHwhPho2UJOC_OIS 1 Cjg151KJOsy4aZptA1Kz2OZ6 5.6.14 10.6-0 15-5.2 21-" r 1-0-0 5.6.14 4.11.2 4.11.2 I 5.6-14 Scale = 1:38.0 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = d 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 CSI. TC 0.28 BC 0.46 WB 0.17 Matrix -M) DEFL. in Vert(LL) 0.07 Vert(TL) -0.18 HOfz(TL) 0.04 loc) I/defl Ud PLATES GRIP B-10 >999 240 MT20 244/190 8-10 >999 180 6 We nta Weight: 92 Ib FT = 0°0 LUMBER- BRACING - WOW TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc puriins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=831/0-8-0,6=831/0-8-0 Max Horz 2= 1 12(LC 12) Max Upli112=-345(LC 8), 6=-345(LC 9) 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=-12781508,5-6=-1444/561 BOT CHORD 2-10=-53611288,9-10=-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; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.0pst; h=1511; Cal. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 01=1b) 2=345, 6=345. 6)'Semi-rigid pitchbreaks including heels` Member end fixity model was used in the analysis and design of this truss. A WARNING • Vg11y design peremefere and READ NOTES ON THIS AND INCLUDED 4UrEK REFERANCE PAGE U0.7173 rev. 189/lo1S BEFORE USE. Design valid for tlse only v4ti1 Mlekb connectors. IW design Is based only upon mametens shown. and Is for an AWIvkAgl b fldblg component, not a buss system. Before use. the IxAdbV designer must verily the applicability of design parameters and rropody Incogxxo10 this design into the overall binding design Bracblg bWicated Is to buckling of Individual Iniss web and/or chord members only. Additional lemwary, and permanent bracbrg WOWproven) Is always reytned for stability and to prevent collapse with possible personal btpey and rroperly damage. For general guidance regarding the 6904 Porke East Blvd. fabrication storage, delivery, erectlon and bracing of Misses and truss systems. seeANSUTPll Quality Crlloda, OS6.69 and SCSI Wilding Component Tempo. FL 33610SafetyInformationavallahlefrom818PlateInslltuto, 210 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Typety DEFL. in Veri(LL) 0.07 Veri(TL) -0.17 Horz(TL) 0.04 loc) I/dell Ud 7-9 >999 240 7-9 >999 180 6 n1a n/a PLATES GRIP MT20 244/190 Weight: 91 Ib FT = 0% LUMBER- BRACING - prevent 6 always required la stc*Ally arta to prevent collapse wllh poss"o personal "and properly dumaW. Fa general guidance regarding the TOP CHORD 2x4 SP No.2 TOP CHORD 711459207 1113097 83 Common 3 t REACTIONS. (lb/size) 6=776/0-8-0.2--83210-8-0 Max Horz2=122(LC 8) Job Reference tional uumers Faer t~Ce, U10Vslerle. fL. 44fM , .+v. nP... —.0 mn en nrvusn..a. ;— m.. o.,. c. ,+.+..+v cv • , r.V. , ID:N9BeziUtzDjj53xpKKwxzFz4lTt-OJII71 PJZMOAOMZCD9YRG2rGSlf DbPJjoTOkHrnz2OZr 1-0-0 5.614 + 10.6-0 I 15.5.2 I 21-" 1-0-0 56'14 4.11.2 4.11.2 5.6.14 91 Scale = 1:36.6 4x6 = 30 - 3x4 = 3x4 - 30 = 30 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/fP12007 CSI. TC 0.28 BC 0.47 WB 0.17 Matrix -M) Design valid lot use only v tin MnekV connectors. Ihls design is based orgy upon parameters shown, and Is for an bndMdu al bxAding component, not DEFL. in Veri(LL) 0.07 Veri(TL) -0.17 Horz(TL) 0.04 loc) I/dell Ud 7-9 >999 240 7-9 >999 180 6 n1a n/a PLATES GRIP MT20 244/190 Weight: 91 Ib FT = 0% LUMBER- BRACING - prevent 6 always required la stc*Ally arta to prevent collapse wllh poss"o personal "and properly dumaW. Fa general guidance regarding the TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc pudins. 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--83210-8-0 Max Horz2=122(LC 8) Max Uplift6=-307(LC 9), 2=-346(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1445/561,3-4=-1280/508,4-5=-12821511,5-6=-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 root live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone: cantilever lett and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed lot a 10.0 pst 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 lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=ib) 6=307, 2=346. 6) 'Semi-rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. o Q WARNING - vart/y dedgn parametns end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev. 1d 3WIS BEFORE USF - Design valid lot use only v tin MnekV connectors. Ihls design is based orgy upon parameters shown, and Is for an bndMdu al bxAding component, not a truss system Mom use. the rAAdng designer must verify the opplicablilly of design pdaarnolors and properly incorporate thls design Into the overall building design. Bracing Indicated Is to bucldi ng of Individual truss web and/or chord members only. Ad dlIlonal temporary and Immanent bwclng MiT®k' prevent 6 always required la stc*Ally arta to prevent collapse wllh poss"o personal "and properly dumaW. Fa general guidance regarding the 6904 Parke East Blvd. fabrlcatlorL storage, delivery. erection and brcickV of trusses and Inuit systems seeANSi/IPI I Orality Criteria, DSB-89 and SCSI Butidtng Component Tanya. FL 33610SafetyInformationavallaltofromInnRateInstitute, 218 N. Leo Sheol. SUte 312, Alexandria. VA 22314. Job I russ Truss Typey711458208 wt LOADING(psf) SPACING- 2-0-0 a truss system. Bolose tae. the Mdldng deslpner must verity the opdk:dNlN of cladgn prnarnelers and rAorxirly Incorporate 01k deslpn Into the overoll txBding design. Ibacing I n licafod Is to prevent buckling of Individual lura web and/or chord memlxtrs only. Addiflond temporary and pennanonl Mating CSI. Is always regJred for sklbSlly and to prevent collapse with possM personal 1¢ay and properly danage. For general gtitlance regadIng the lallrlcallon, slorage, dellvery, erection and bracing of trusses and Inrss systems seeANSI/1PI I CuaOh Cdtoda, DSB-89 and SCSI SuBdlng Component DEFL. in loc) Well L/d 1113091 Cil Jock -Open 6 1 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Job Refererrce (optional) eumers Flrsl source. utoverana. Fl. s%41;M •.o -.V . 1w, .. w. o ........ ....,,........ ...,,. ....,, . __ . ID:N9BeziUtzDp53xpKKwxzFz4rTf-Wit71 PJZMcAOMZCD9YRG2rKyjmPbRytoTOkHnz2OZr t-0-0 1 too t-0-0 100 2x4 = C6d o_ Y 0 Scale = 1.6.6 Plate Offsets O .Y)-- 12:0-1-14,0-0-101 Design va1kl lo; use only with Miler connectors. This design Is based only upon paamelen shown. and B for an indlOd ual IxAdkv component. not wt LOADING(psf) SPACING- 2-0-0 a truss system. Bolose tae. the Mdldng deslpner must verity the opdk:dNlN of cladgn prnarnelers and rAorxirly Incorporate 01k deslpn Into the overoll txBding design. Ibacing I n licafod Is to prevent buckling of Individual lura web and/or chord memlxtrs only. Addiflond temporary and pennanonl Mating CSI. Is always regJred for sklbSlly and to prevent collapse with possM personal 1¢ay and properly danage. For general gtitlance regadIng the lallrlcallon, slorage, dellvery, erection and bracing of trusses and Inrss systems seeANSI/1PI I CuaOh Cdtoda, DSB-89 and SCSI SuBdlng Component DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 2 n/a Na BCDL 10.0 Code FBC2014fTP12007 Matrix -M) Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 3=10/Mechanical, 2=113/0-8.0, 4=4/Mechanical Max Horz 2=42(LC 8) Max Uplilt3_ 9(LC 8), 2=-74(LC 4) Max Grav3=10(LC 1), 2=113(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsl; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever telt and right exposed; end vertical left and right exposed; Lumber DOL --1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib 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 - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MUM REFERANCE PAGE M67473 rov. IGS MIS BEFORE USE Design va1kl lo; use only with Miler connectors. This design Is based only upon paamelen shown. and B for an indlOd ual IxAdkv component. not wtatrusssystem. Bolose tae. the Mdldng deslpner must verity the opdk:dNlN of cladgn prnarnelers and rAorxirly Incorporate 01k deslpn Into the overoll txBding design. Ibacing I n licafod Is to prevent buckling of Individual lura web and/or chord memlxtrs only. Addiflond temporary and pennanonl Mating MiTek' Is always regJred for sklbSlly and to prevent collapse with possM personal 1¢ay and properly danage. For general gtitlance regadIng the lallrlcallon, slorage, dellvery, erection and bracing of trusses and Inrss systems seeANSI/1PI I CuaOh Cdtoda, DSB-89 and SCSI SuBdlng Component 6904 Perk* Enol Blvd. Safety Information avallahto hon laps Rate InstlMe, 218 N. Loo Sheet. Salto 312. Alexandrta. VA 22314. Tempe. FL 33610 Job T fussruse TWe ty a truss system. Before use, to bu klrK! designer must verily the cg)lAlcalAty of design Ixrarnetors and properly rlcorlxxote this design Info the overall building design. Bracing Indicated Is to buckling of InclNldual Ines web anti/oil chord members orgy. Additional temporary and permanent W acing 3.00 Plate Offsets (X,Y1-- 12:0-1-14,0-0.101 711458209 111309. C.13Jeck•Open LOADING (psi) SPACING- 2-0-0 6 t DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Job Reference o tion. Guilders First Source. IMOVerartd, YI. j4 fib r o+v a npr ry ev ra Milan mvuwnea. im. Mvn oun co —+o.w cv i r rove I ID:N9BeziUlzDjt53XpKKwxzFz4rrt-0.11171 PJZMcAOMZCD9YRG2rJmjmebRyjoTOkHnz2OZr 1-0-0 3-0-0 1 0-0 3-0.0 - 20 = Scale= 1:10.9 NOTES - 1) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5.Opsf; h=1511; Cal. II; Exp C; Encl., GCpi=018; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical lett and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed lot 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.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) 'Semi-rigid pitchbreaks Including heels' Member end lixity model was used in the analysis and design of this truss. Q WARNING . Verify duly. pararrretere and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE N47473 rev. I1110MMIS BEFORE USE 3-0-0 a truss system. Before use, to bu klrK! designer must verily the cg)lAlcalAty of design Ixrarnetors and properly rlcorlxxote this design Info the overall building design. Bracing Indicated Is to buckling of InclNldual Ines web anti/oil chord members orgy. Additional temporary and permanent W acing 3.00 Plate Offsets (X,Y1-- 12:0-1-14,0-0.101 6904 Parke East Blvdte, DSB-89 and BCSI Building Componentfatxlcatimstorage, delivery, eiectlon and bracing of buses and Inns systema soeANSI/iPI I Quality C4rlo Tampa. FL 33610 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -000 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Weight: 11 Ib FT = 0°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=59/Mechanical, 2=184/0-8-0,4=29/Mechanical Max Horz 2=86(LC 8) Max Uplif13=-56(LC 8), 2. 89(LC 8) Max GraV3=59(LC 1), 2=184(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=5.Opsf; h=1511; Cal. II; Exp C; Encl., GCpi=018; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical lett and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed lot 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.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 6) 'Semi-rigid pitchbreaks Including heels' Member end lixity model was used in the analysis and design of this truss. Q WARNING . Verify duly. pararrretere and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE N47473 rev. I1110MMIS BEFORE USE Design vmld for use only vAlh MltckO connectors gds design 6 based only upon paamelers shown, and Is for an InclMdual building component. not a truss system. Before use, to bu klrK! designer must verily the cg)lAlcalAty of design Ixrarnetors and properly rlcorlxxote this design Info the overall building design. Bracing Indicated Is to buckling of InclNldual Ines web anti/oil chord members orgy. Additional temporary and permanent W acing WOWIxevont Is always iw**Odl for stabllty arta to prevent collarne with posBsle personal it*" and prorx:ny danage. roe general guidance regadlrtg the 6904 Parke East Blvdte, DSB-89 and BCSI Building Componentfatxlcatimstorage, delivery, eiectlon and bracing of buses and Inns systema soeANSI/iPI I Quality C4rlo Tampa. FL 33610SafetyInfonmallonavdkiblefromtrussPlatoInstitute. 218 N Lee Street. Suite 312. Alexa nckla. VA 22314. Job russ Truss Type 0lyy LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP 711456210 111309.1 cis Jack -Open 5 1 BC 0.17 Vert( L) -0.04 4-7 >999 180 Job Reference Lionel Buddere Fne1 Source, Groveland, FL 34736 7.640 a Apr 19 2015 M11ek laduilnea. Inc. Mon Jun Z5 14 45 41 Z017 Vage 1 ID. N9BeziUtzDj153XpKKwxzFz4rrf-UVJ 1 LNOxKgI t eV80nt3goFNS9743KuBt 178HgDz2OZq 1-0-0 5-0-0 1-0.0 5-0-0 Scale = 1:15.1 2x4 = Plate Offsets (),Y)-- 12:0-1-14,0-0-101 Design valid for use only with Mitek® connectom this design Is based only upon palamelefs shown, and Is lot an individual buldln0 component. not LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert( L) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Iner YES WB 0.00 Horz(TL) 0.DO 2 n/a Na BCDL 10.0 Code FBC2014fTP12007 Matrix -M) Weight: 17 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=100/Mechanical, 2=274/0.8.0, 4=45/Mechanical Max Harz 2=131(LC 8) Max Upllft3=-98(LC 8), 2=-125(LC 8) Max Grav3=10O(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. 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; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical telt and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except 01=1b) 2=125. 6) 'Semi-rigid pitchbreaks including heels' Member end lixity model was used in the analysis and design of this truss. A WARNING - VorW design pe7arnatere and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE MIF7473 rev. 10032016 BEFORE USE. Design valid for use only with Mitek® connectom this design Is based only upon palamelefs shown, and Is lot an individual buldln0 component. not o buss system. Before use. the building desloW rnusl verity the au Ical%ly of design lxxalnelers and properly incorporate this design Inlo tho overall building dc*lgn. Bracing Indk:oted Is to prevent buckling of Individual bus web and/or chord mombors only. Addillonal tempary and permanent bracing WOW Is always required la stablilty and to prevent collapse with pos 9.e personal k*zy and properly drsnage. For general gukkme regOding the ksbk:atbn. storage, delivery, erection and bracing of busses aril Inrss systems. socANSI/IPI I Dually criteria. DSB-89 and BCSI Sulding component 691H Parke East Blvd. Safety information available from Inas Rate frnslitute. 218 N. Lee Street. Sulto 312, Adexandift VA 22314. Tampa. FL 33610 Job T rasa Truss Type Oty ply BC 0.36 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix -M) LUMBER - 711458211 1113991 EJ7 Jack -Open 9 1 I Max Uplllt3=-123(LC 8), 2=-164(LC 8) Max Grav3=141(LC 1), 2=366(LC 1), 4=105(LC 3) Job Reference (optional) Builders First Source. Grovelond, FL 34736 7.640 • Apr 19 2016 MTek Industries, Inc Mon Jun 26 14.48 41 2017 Page 1 ID:N9BezIUtzD1i53XpKKwxzFz4lTf-UVJ 1 LNOWg11 eV80nt3goFNOM7I AKuBt 178HgDz2OZq r 1-0.0 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TO 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 FBC2014/TP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=141/Mechanical, 2=366/0-8-0, 4=61/Mechanical Max Horz2=170(LC 8) Max Uplllt3=-123(LC 8), 2=-164(LC 8) 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 floc) Vdefl 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 n/a Weight: 23 Ib 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=4.2ps1; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=018, MW FRS (envelope) gable end zone; cantilever lett and right exposed; end vertical felt and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psl 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 lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 3=123, 2=164. 6) 'Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Verily deslpn parameter and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MD -7473 rov. 1003/1015 BEFORE USE Design valid for Ire only vAlh Mllek® connectors. lnls design Is boned only ulxxn parameters VxAvm and Is top an individual building component, not wtotrusssystem. Before use. Ito lxdldhg designer must vedty the alx)llcabllty of design Womelers and property Incorporate this design Into We overall bulldng design. Bracing Irndlcaled Is to provent bucklI ng of IrndNklual frus wob and/or chord members only. Addltlorwl tomMory, and pemwinenl bxacing MOW Is always iegl/red for statAlly and to prevent collcpse vnm possue personal tn]tay aril property damage. for general gukknce regading Itw labpk:afbrt storage, dollvesy, eiectlon and bracing of Inisses and tnus systems. seeANSI/TPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parka East Blvd Safety Information ovdtabte horn Trus Rale Institute. 218 N Lee Sheol. Sllte 312 Alexandrlm VA 22314 Tempo. FL 33610 Job russ Truss Typety 39•B y o buss system. Before use. tho building designer must verity the appllcabllty of doslgn paanoters and proporly l ncorporato WA design Into the overall building design. Mocing Indicated Is to bucaing of Individual truss web and/or chord members only. Additional lemWary and permanent Mocing WOW 31.13 o-bi 1 711459212 1113091 HJS Diagonal HipGkder 1 t loc) Well Ud PLATES GRIP Job Reference (optional) aumers rrrsr source. uroverano, M. s.rsb . .. P.... „ .. .. Vyo . ID:N98eziUtz Djj53XpKKwxz Fz 4rrf-yMOYj RaSztuFlIaKaavLTvAMX0A3KwOFnUMIz2OZp 1-5 0 39.9 7-0-21.5-0 39.9 32.8 Scale: 3/4'-l' 20 = LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No -2 WEBS 20 SP N0.3 REACTIONS. (Ib/size) 4=73/Mechanical, 2=351/0-10.15, 5=176/Mechanical Max Horz2=141(LC 4) Max Uplil14=-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=449/152,31-11=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 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=S.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 Ib uplift at joint(s) 4, 5 except 01=1b) 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 Ib down and 14 Ib up at 1-4-15, 14 Ib down and 14 Ib up at 1-4-15, and 27 lb down and 54 Ib up at 4.2.15, and 27 Ib down and 54 Ib up at 4-2-15 on top chord, and 8 lb down and 1 Ib up at 1.4.15, 8 lb down and 1 Ib up at 1-4-15, and 9 Ib down and O Ib up at 4.2.15, and 9 lb down and O 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 (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 13=3(F=1, B=1) 14=-12(F=-6, B=-6) WARNING . Vo ffy des/gn parameters and READ NOTES ON THIS ANDWCLUDED NrrEK REFERANCE PAGEW7473 rov. 1dW2015 BEFORE USE Design valid for use only vAth Mllek®conneclors. this design Is based only upon paaneters shown. and Is for an hx9vidual btfiding component. not 39•B o buss system. Before use. tho building designer must verity the appllcabllty of doslgn paanoters and proporly l ncorporato WA design Into the overall building design. Mocing Indicated Is to bucaing of Individual truss web and/or chord members only. Additional lemWary and permanent Mocing WOW 31.13 o-bi 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 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 n1a BCDL 10.0 Code FBC2014fTP12007 Matrix -M) Weight: 29 Ib FT = 0^e LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No -2 WEBS 20 SP N0.3 REACTIONS. (Ib/size) 4=73/Mechanical, 2=351/0-10.15, 5=176/Mechanical Max Horz2=141(LC 4) Max Uplil14=-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=449/152,31-11=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 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=S.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 Ib uplift at joint(s) 4, 5 except 01=1b) 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 Ib down and 14 Ib up at 1-4-15, 14 Ib down and 14 Ib up at 1-4-15, and 27 lb down and 54 Ib up at 4.2.15, and 27 Ib down and 54 Ib up at 4-2-15 on top chord, and 8 lb down and 1 Ib up at 1.4.15, 8 lb down and 1 Ib up at 1-4-15, and 9 Ib down and O Ib up at 4.2.15, and 9 lb down and O 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 (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 13=3(F=1, B=1) 14=-12(F=-6, B=-6) WARNING . Vo ffy des/gn parameters and READ NOTES ON THIS ANDWCLUDED NrrEK REFERANCE PAGEW7473 rov. 1dW2015 BEFORE USE Design valid for use only vAth Mllek®conneclors. this design Is based only upon paaneters shown. and Is for an hx9vidual btfiding component. not o buss system. Before use. tho building designer must verity the appllcabllty of doslgn paanoters and proporly l ncorporato WA design Into the overall building design. Mocing Indicated Is to bucaing of Individual truss web and/or chord members only. Additional lemWary and permanent Mocing WOWprevent Is always rc.Irod for sk"lly and to prevent collgxe wllh possible personal play and prorN=ny dancige. For general guidance regading the 6904 Pmke East Blvdlabrlcalkxtstorage, delivery, erection aril bracing of buses and truss systems. seeANSI/1PI I Quality Criterto, DSB-89 and BCSI Building Component Tompa. FL 33610SafetyInformationavaltablehornmmPlateInslllule, 218 N. Lee Sheet. Sulle 312, Alex(rdit VA 22314. Job Truss Truss Type Oty ply o buss system Before use. the building deslgnor must verify the apKiibabliy of design parameters and properly Incorporato this design Into the overall bolding design. Bracing Indicated Is to Ixovenl I=Iding of Individual truss web and/or chord members only. Addllbnal temporary and permanent bracing WOW Is always teWired loo stability and to prevent collapse w0h possible rorsonal ft" and lxoperty darnage For general gukkme regardliV the kfUlcatlom storage, delivery. esecflon aril brctcbV of trusses and IRM Mlerns, soeANSI/IPI1 quality Criteria, DSB-89 and BCSI Building Component 4-78 LOADING (pst) SPACING- 711458213 1113091 HJ? Diagonal Hip Girder 2 1 I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Job Reference Donal Builders Fast source. Oroverana. FL 34736 ,.vnv. np, ,. cv,v mns mu.."tv., .w. mv„ w„ 6v , +v.+6 6v„ .vV. , I D:N9BezrUtzDjp53XpKKwxzFz4rFl-yhtOYjRa5ztuFgaKaavLTwb7XM13HwOFntrMfz2OZp 1.5.0 5.2.9 i 9.10.1 1.5.0 5-2.9 4-7.8 Cx9 20 = Scale. 1.21.8 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=115/Mechanical, 2=481/0-10.15, 5=295/Mechanical Max Horz2=180(LC 4) Max Upll1t4— 94(LC 4), 2=-267(LC 4), 5=-116(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-779/300,11-12=-7521303,3-12=-720/309 BOT CHORD 2.15=-399!721, 15-16=-399/721, 7-16=-399!721, 7.17=-399!721, 6.17=-399/721 WEBS 3-7=0/253, 3-6=-768/425 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 9-4.1 oc bracing. NOTES - 1) Wind: ASCE 7-10; VUIt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opsl; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed ; end vertical telt and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will tit between the bottom chord and any other members. 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 Ib uplift at joint(s) 4 except (jl=Ib) 2=267 5=116. 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 sullicient to support concentrated load(s) 14 Ib down and 14 Ib up at 1-4.15, 14 lb down and 14 Ib up at 1-4-15, 27 lb down and 54 Ib up at 4-2-15,27 Ib down and 54 Ib up at 4-2-15, and 44 Ib down and 103 Ib up at 7-0-14, and 44 Ib down and 103 Ib up at 7-0-14 on top chord, and 8 Ib down and 1 Ib up at 1-4.15, 8 Ib down and 1 Ib up at 1-4-15, 9 Ib down and 0 Ib up at 4-2-15, 9 Ib down and 0 Ib up at 4.2-15, and 24 Ib down at 7-0-14, and 24 Ib 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=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-48(F=-24, B=-24) 15=3(F=1, B=1) 16=-12(F=-6, B=-6) 17=-34(F=-17, B=-17) A WARNING - Vodly design parameters and READ NOTES ON THIS AND INCLUDED INTEK REFERANCE PAGE ND -7473 rev. 141111 IS BEFORE USE. Design vdkd for use only with Mllek® connectors, lhh creslgn k based only upon paramefers sMwn. tmd h loe an kxD"xA folding component, not S2 -B o buss system Before use. the building deslgnor must verify the apKiibabliy of design parameters and properly Incorporato this design Into the overall bolding design. Bracing Indicated Is to Ixovenl I=Iding of Individual truss web and/or chord members only. Addllbnal temporary and permanent bracing WOW Is always teWired loo stability and to prevent collapse w0h possible rorsonal ft" and lxoperty darnage For general gukkme regardliV the kfUlcatlom storage, delivery. esecflon aril brctcbV of trusses and IRM Mlerns, soeANSI/IPI1 quality Criteria, DSB-89 and BCSI Building Component 4-78 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) 0.03 6.7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) 0.09 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(Q 0.01 5 We We BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Weight: 41 Ib FT = 01b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=115/Mechanical, 2=481/0-10.15, 5=295/Mechanical Max Horz2=180(LC 4) Max Upll1t4— 94(LC 4), 2=-267(LC 4), 5=-116(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-779/300,11-12=-7521303,3-12=-720/309 BOT CHORD 2.15=-399!721, 15-16=-399/721, 7-16=-399!721, 7.17=-399!721, 6.17=-399/721 WEBS 3-7=0/253, 3-6=-768/425 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 9-4.1 oc bracing. NOTES - 1) Wind: ASCE 7-10; VUIt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opsl; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed ; end vertical telt and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will tit between the bottom chord and any other members. 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 Ib uplift at joint(s) 4 except (jl=Ib) 2=267 5=116. 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 sullicient to support concentrated load(s) 14 Ib down and 14 Ib up at 1-4.15, 14 lb down and 14 Ib up at 1-4-15, 27 lb down and 54 Ib up at 4-2-15,27 Ib down and 54 Ib up at 4-2-15, and 44 Ib down and 103 Ib up at 7-0-14, and 44 Ib down and 103 Ib up at 7-0-14 on top chord, and 8 Ib down and 1 Ib up at 1-4.15, 8 Ib down and 1 Ib up at 1-4-15, 9 Ib down and 0 Ib up at 4-2-15, 9 Ib down and 0 Ib up at 4.2-15, and 24 Ib down at 7-0-14, and 24 Ib 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=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-48(F=-24, B=-24) 15=3(F=1, B=1) 16=-12(F=-6, B=-6) 17=-34(F=-17, B=-17) A WARNING - Vodly design parameters and READ NOTES ON THIS AND INCLUDED INTEK REFERANCE PAGE ND -7473 rev. 141111 IS BEFORE USE. Design vdkd for use only with Mllek® connectors, lhh creslgn k based only upon paramefers sMwn. tmd h loe an kxD"xA folding component, not o buss system Before use. the building deslgnor must verify the apKiibabliy of design parameters and properly Incorporato this design Into the overall bolding design. Bracing Indicated Is to Ixovenl I=Iding of Individual truss web and/or chord members only. Addllbnal temporary and permanent bracing WOW Is always teWired loo stability and to prevent collapse w0h possible rorsonal ft" and lxoperty darnage For general gukkme regardliV the kfUlcatlom storage, delivery. esecflon aril brctcbV of trusses and IRM Mlerns, soeANSI/IPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information ava9aMe horn truss Plate Imilhrle. 218 N. Lee Street. Sullo 312. Alexcin dda. VA 22314. Tampa. FL 33610 job I ruse Truss Typety 1.5x8 STP= n ars urld era hrring a truss s tern. Boldo use. the twdal designer must verity the applk;abilly of design Into the overalln IAAcM V design. Hating Indlcaled Is to prevent brrcklblV of Individual truss web and/or chord mernbers only. Atldltonal temporary and permanent Mating MiTek' Is always regt4red for slatAlty and to prevent collapse with possible personal "and prorx-0y damage. For general gtidonce regarding the 2x4 I I r Tt145921 1113094 M1 Mmoptich 1 1 LOADING (psf) SPACING- 2-0.0 CSI. Job Reference (optional) Buddees First Source. Grovelond. FL. 34736 7.640 It API 19 2016 Mrl ex Indusinee. Inc. Men Jun 26 14:46:43 2017 rage 1 I D,N9BeziUtz Djj53XpKKwxz Fz4rri-OuRorn3SCs H?Itp1 nuH58ugTlmxkKoohAU RdOu5z2OZo t 0-0 6.8-0 r 1-0-0 6.8-0 2x4 11 3 Scale = 1:19.4 30 = Design kf for use only vnm Mllek0 c nne tors. lids design Is based only upon anefer d Is letcomponent. notIndividual101 1.5x8 STP= n ars urld era hrring a truss s tern. Boldo use. the twdal designer must verity the applk;abilly of design Into the overalln IAAcM V design. Hating Indlcaled Is to prevent brrcklblV of Individual truss web and/or chord mernbers only. Atldltonal temporary and permanent Mating MiTek' Is always regt4red for slatAlty and to prevent collapse with possible personal "and prorx-0y damage. For general gtidonce regarding the 2x4 I I r 6904 Parke East Blvd. 6.8-0 6-0-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Veri(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 WB 0.00 Horz(TL) 0.00 2 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight: 26 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 4=190/0-8-0,2=347/0-8-0 Max Horz2=171(LC 7) Max Uplili4=-102(LC 8), 2=-171(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opst; h=151h Cat. 11; Exp C; Encl , GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and fight 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 4=102, 2=171. 5) 'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Verify design pmenetors and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MD -7473 rev. faMW IS BEFORE USE Design kf for use only vnm Mllek0 c nne tors. lids design Is based only upon anefer d Is letcomponent. notIndividual101narsurld era hrring a truss s tern. Boldo use. the twdal designer must verity the applk;abilly of design Into the overalln IAAcM V design. Hating Indlcaled Is to prevent brrcklblV of Individual truss web and/or chord mernbers only. Atldltonal temporary and permanent Mating MiTek' Is always regt4red for slatAlty and to prevent collapse with possible personal "and prorx-0y damage. For general gtidonce regarding the fabrication storage, delivery, erection and bracing of hisses and kuss systems seeANSt/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available born truss Plate InsIIMo. 218 N. Lee Sleet. Suite 312, Alexandria. VA 22314. Tango, FL 33610 Job ruse Truss Typey711458215I 5-0-0 a truss syVern. 801010 use, the building designer must verlry, Iho applicability of design paamefors and properly incorporate this doslgn Into Ina ovorall Racing fndIcaled is to buckling of Individual buss web and/or chord members orgy. Additional lempmary and pomonont Macing M iT®k' 1.6.0 Plate Offsets O.Y)-- 13.0-5-120-2-81 latwicallm s1moge. delivery, erection Cnd t *ocing of Inrsses and huss sysloms s0eANSI/iPtl Ouailty Criteria, DSB-89 and SCSI Building Component Tornpo. FL 33610 1113099 MIG Half Hip Girder 1 t SPACING- 2-0-0 CSI. DEFL. in loc) Well Job Reference(optional) uuuoers rim source. woveano. VL. s. ras , o.., a w, ...—V ...— .1.. .. y. . I D. Nil BeziUtzO)153xpKKwxzFz4 rrf-OuRom3SCs H71tpl nuH 58ugTo4xnUontAURdOu5z20Zo 1-0-0 5-0-0 6.8.0 Scale= 1:18.6 5x8 = 2x4 11 3 10 4 1.5x8 STP= 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. (Ib) - 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 purtins, 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=4.2psi; BCDL=5 Opsl; h=1511; 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 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.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=191, 5=197. 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) 46 Ib down and 93 Ib up at 5-0-0 on top chord, and 173 Ib down and 97 Ib 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 lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 6=-173(8) 3=-46(B) Q WARNING - Vivify d"Iffn pnrrmren and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE M1167473 rev. 101131015 BEFORE USE Design valid for use only wllh WMek® connectors. DJs design Is bused only upon parameters shown. and Is l01 an hativkdual buldblg component. not 5-0-0 a truss syVern. 801010 use, the building designer must verlry, Iho applicability of design paamefors and properly incorporate this doslgn Into Ina ovorall Racing fndIcaled is to buckling of Individual buss web and/or chord members orgy. Additional lempmary and pomonont Macing M iT®k' 1.6.0 Plate Offsets O.Y)-- 13.0-5-120-2-81 latwicallm s1moge. delivery, erection Cnd t *ocing of Inrsses and huss sysloms s0eANSI/iPtl Ouailty Criteria, DSB-89 and SCSI Building Component Tornpo. FL 33610SafelyInformationavdlalAebothtrussRaleInstitute. 210 N. Leo Streot, Suite 312, Alexarxdrkl. VA 22314. LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(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 WB 0.12 Horz( L) 0.00 5 We Na BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Weight: 31 Ib 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. (Ib) - 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 purtins, 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=4.2psi; BCDL=5 Opsl; h=1511; 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 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.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=191, 5=197. 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) 46 Ib down and 93 Ib up at 5-0-0 on top chord, and 173 Ib down and 97 Ib 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 lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 6=-173(8) 3=-46(B) Q WARNING - Vivify d"Iffn pnrrmren and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE M1167473 rev. 101131015 BEFORE USE Design valid for use only wllh WMek® connectors. DJs design Is bused only upon parameters shown. and Is l01 an hativkdual buldblg component. not a truss syVern. 801010 use, the building designer must verlry, Iho applicability of design paamefors and properly incorporate this doslgn Into Ina ovorall Racing fndIcaled is to buckling of Individual buss web and/or chord members orgy. Additional lempmary and pomonont Macing M iT®k' Mllding design. prevent Is always required for stability axd to prevent collgxo with possB110 p0rsonl"turd property damage. For general gukknce regarding the 6804 Parke East Blvd. latwicallm s1moge. delivery, erection Cnd t *ocing of Inrsses and huss sysloms s0eANSI/iPtl Ouailty Criteria, DSB-89 and SCSI Building Component Tornpo. FL 33610SafelyInformationavdlalAebothtrussRaleInstitute. 210 N. Leo Streot, Suite 312, Alexarxdrkl. VA 22314. Job ruse Truss Type Qty ply 20.0 Plate Grip DOL 1.25 TC 0.11 711456216 1113081 I VI Valley 1 1 0.0 ' Rep Stress Incr YES WB 0.00 Job Reference(optional) Builder's First Source. Grovetand. FL. 34736 7 640 s Apr 19 2016 MTak Industries. Inc Mon Jun 26 14 48.44 2017 Paye 1 I D:N9BeziUtzDjj53XpKKwxzFz4rrf-u4?AzOSgdb7cVzszS?cNOu??7L78XFxJj5MxOYz2OZn 3.7.4 3.7.4 20 20 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix) Scale = 1:10.4 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert( L) n/a n/a 999 Horz(TL) -0.00 3 n/a We Weight: 11 Ib FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 $P No.3 BOT CHORD REACTIONS. (lb/size) 1=100/3-6-10,3=100/3-6-10 Max Horz 1=66(LC 5) Max Upliftl=-42(LC 8), 3=-55(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3.7.4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5 opst; h=1511; Cat. II; Exp C; Encl., GCpf=0.18; MW FRS (envelope) gable end zone; cantilever lett and right exposed; end vertical left and right exposed; 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 Ib 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 WARNWO - Vodfy design perafrrsters and READ NOTES ON 1705 AND WCLUOEO MrrEK REFERANCE PAGE M67473 rev. rOMW IS BEFORE USE. Design vdki for use only W th Mflek® connectors. ]his design Is Lxlsed only upon Imameters shown. and Is for an IndNlUuat IxrYcfing component, not a truss system. Before use. the "ding designer must verity the app k-c"fy of deslgn paramelers and properly Inc r;orate fhb dosign Into the overall building, design. Nocing Indicated Is to prevenl buckling of VrdNtdual truss web and/or chord members only. Addition! tempormy aril permanent Nocing MOW Is dwoys rec9lred lox stability and to prevenl collapse wlih p oss971e persorxf Injury and rroperly damage. For general gukkme regaldl;V Ito lallrlcollon. stoxago, delivery, erection and bracklg of Inrsses and kuss syslems seoANSI/IPI I Quality Cdfefb, DSII -89 and SCSI Building Component 6904 Perk* East Bbd. Soley IMormallon avdla>te from suss Wife Institute, 218 N. Lee Sheol. Salle 312. Alexandria- VA 22314 Tarrpa. FL 33610 Job Truss Truss Typey1 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 711459217 1113099 • Vis Valley 1 t 0.0 ' Rep Stress Incr YES WB 0.00 Job Reference Donal Builder's First Source. Groveland. FL. 34736 r "v' fir I zine M1 r ex rnausmee, me NoanJunze14'.6'44 Z1 i rags r I D: N9Bez iUtzDh 53XpKKwxzFz4lTf•u4?AzOSgdb7cVzszS?cNOu?xDL4AXFxJ15MxOYz2OZn 5.7.4 5-7.4 40 20 20 11 LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 7.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix) Scale = 1:15.3 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Verl(TL) We - n/a 999 Horc( L) -0.00 3 We We Weight: 19 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=174/5-6-10,3=174/5-6-10 Max Horz 1=115(LC 5) Max Upliltl=-73(LC 8), 3— 96(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-7-4 oc puffins, 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=4.2ps1; BCDL=5.Opsf; h=151t; Cat. 11, Exp C; Encl., GCpi=0.18, MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL --1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib 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. A WARNING- VeMy detlyn pararrretero and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MI11,7473 rov. 1G0.Y1015 BEFORE USE Design valid for use only with Mllek®connoctors. this design Is based orgy upon parameters shown, and Is for an bxllviAual finding component, not a Buss Mlern. Before use. Iho IxNdng designer mut verify the appllaafi911y of design paameten and poporly Incomorato anis design Into the overall rAAding design. Brool ng a,ulcatod Is to buckling of Individual truss web and/or chord members orgy. Additional tomporary and parmanenl txacing MiTek' pevenl is always rest lied for sk"Illy arxd to pevenl collaAso with possCle personal eVuy and popony darnaoe. For goneral guidance regarding the 6904 Parke East Blvd. fabrication. sforoge, delivery, aneclkon and bracing of trusses and Inns systems sueANSI/TPI I Quality Cdlerla, DS9.99 and BCSI Building Component Tampa, FL 33610SafetyInformationavalk"o Bain Uuss Plate Institute, 218 N. Lee Street. SJIe 312, Alexandda. VA 22314. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y4offsetsareindicated. 1 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diogonal or x-brocing. Is always required. See BCSI. 1 r C14 cza 2. Truss bracing must be designed by on engineer. For themselves o WEBS G, 4 wide truss spacing, individual lateral braces may require brocing, or alternative Tor I T O m h C brocing should be considered. O 3. Never exceed the design loading shown and never inodequarely braced trusses. stack matedols on O a 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate 0C'C6'' C6610 BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0-'Ae° from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locotlons ore regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber Sholl not exceed 19% at time of fabricotlon. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for ICC-ES Reports: use with fire retardant, preservative treated. or green lumber. The first dimension is the plate 10. Comber is a nonstructurol consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead bad deflection. the length parallel to slots. 11. Plate type, size. orientation and location dimensions Indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size. and in all respects, equol to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is Installed. unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vory but p 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of omens. 16. Do not cut or atter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and loos vertically unless intlicorea otherwise. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review an portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone not sufficient. DSB-89: Design Standard for Bracing. BCSI: BuildingComponent Safe Information, M!Tek 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, ANSII// TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Bu"Ide FirstSou 1. Client to review overall placement plan including dimensions, roof and ailing conditions, lop chord sae, overhang I cantilever tengths,heel heights, bearing d non-bearing wag locations and heights. 2. Client to review entry and I or other conditions that require centering of Desks, overhangs or cantilevers to ensure proper truss design. J. Client to review AHU conditions such as, hung from coding. recessed into C64 or attic mounted. It is the client's responsibility to inform truss plant of locoWns, sae, and weights. 4. Cbent to review special conditions, such as beam bads, dropped soft bads and skylite locations to ensure proper truss design I placement S. Ceding drops and valleys not shown are to be field framed by dent 6. Hip and comer jacks not cut are to be al in the field by others. 7, Overhangs are 20 or 24, no blocking is applied. g Overhangs cera considered wdld, Cul to fit in field. 9. Temporary or permanent bracing is not included in truss package. n 10. Erect busses per SCSI -61 Summary Sheet. Prior to erecting mossesMiertosealedtrussengmerngsheetsforadditionalimportantinfo 11 It is the client's responsibdity to coondnste delivery dales with truss plant/sales. Truss delivery will be on the agreed upon date.. w 12. Client to provide a marked location for delivery. Location must be accessible, level and dear of materials and debris. In lieu of this. trusses veli be delivered in the best available location at our drivels discretion No Merges wig be accepted d above criteria is not mel 13. All moss repairs must be coordinated with moss plant. Do Not Cul Any Trusses before contacting truss plant with specific of problem 14. No back charges or crane charges of any kind will be accepted unless specifi ely approved in writing by truss plant management. 15. Note One approved layout must be returned to truss plant before fabrication I scheduling. 16. ^ Upon signing you agree that you have reviewed No placement plan in its enluily Approved By: Approval Date: Requested Delivery Date: Roof Leading: 20.00 TCLL 7.0 TWL 0.0 BCLL 10.00 6COI, DOL 125 Floor Losding: 40.00 TCLL 10.00 TCOL, 0.0 BOLL, SA OWL DOL 1.00 T.0Pilch : 5112 Wind Cade MWFRS I ASCE 7-10 B.C. Pitch Flat Design Method FOC -20141 TPI -2007 T.C. Size Varies Wind Speed 140 mph I Exp. C Heel Hgt Varies Mean Hgt 15' Min Bearing Varies Building Cal 11 Cantilever • NIA Importance Factor 1.00 w Overhang . l' 0' Enclosure Partially Enclosed O.H'Put Plumb Endosum Lanai Partially Enclosed Spacing 24'O.C. Enclosure Entry Partially Enclosed MUS26 . Typ. Single Ply Roof Truss HHUS46 . TypTHM .p{ Floor Truss GUS24-3 I HHUS46 TMHAC422 I SUR46 antlers sre blanulslund by Sbnpson Shona TN urdesa nobdith-mise See Legend in Layout Truss Layout Client. Starlight Project Wyndham Preserve Model, 1412 Model U (LH) Lot I Subdrwsron I Sheet Address Lot 18/ Wyndham Preserve Location. Sanford, Fl. IPlan Date: xxlxxfxxxx I Drawn By Patrick Church K I Bu"Ide FirstSou 1. Client to review overall placement plan including dimensions, roof and ailing conditions, lop chord sae, overhang I cantilever tengths,heel heights, bearing d non-bearing wag locations and heights. 2. Client to review entry and I or other conditions that require centering of Desks, overhangs or cantilevers to ensure proper truss design. J. Client to review AHU conditions such as, hung from coding. recessed into C64 or attic mounted. It is the client's responsibility to inform truss plant of locoWns, sae, and weights. 4. Cbent to review special conditions, such as beam bads, dropped soft bads and skylite locations to ensure proper truss design I placement S. Ceding drops and valleys not shown are to be field framed by dent 6. Hip and comer jacks not cut are to be al in the field by others. 7, Overhangs are 20 or 24, no blocking is applied. g Overhangs cera considered wdld, Cul to fit in field. 9. Temporary or permanent bracing is not included in truss package. n 10. Erect busses per SCSI -61 Summary Sheet. Prior to erecting mossesMiertosealedtrussengmerngsheetsforadditionalimportantinfo 11 It is the client's responsibdity to coondnste delivery dales with truss plant/sales. Truss delivery will be on the agreed upon date.. w 12. Client to provide a marked location for delivery. Location must be accessible, level and dear of materials and debris. In lieu of this. trusses veli be delivered in the best available location at our drivels discretion No Merges wig be accepted d above criteria is not mel 13. All moss repairs must be coordinated with moss plant. Do Not Cul Any Trusses before contacting truss plant with specific of problem 14. No back charges or crane charges of any kind will be accepted unless specifi ely approved in writing by truss plant management. 15. Note One approved layout must be returned to truss plant before fabrication I scheduling. 16. ^ Upon signing you agree that you have reviewed No placement plan in its enluily Approved By: Approval Date: Requested Delivery Date: Roof Leading: 20.00 TCLL 7.0 TWL 0.0 BCLL 10.00 6COI, DOL 125 Floor Losding: 40.00 TCLL 10.00 TCOL, 0.0 BOLL, SA OWL DOL 1.00 T.0Pilch : 5112 Wind Cade MWFRS I ASCE 7-10 B.C. Pitch Flat Design Method FOC -20141 TPI -2007 T.C. Size Varies Wind Speed 140 mph I Exp. C Heel Hgt Varies Mean Hgt 15' Min Bearing Varies Building Cal 11 Cantilever • NIA Importance Factor 1.00 w Overhang . l' 0' Enclosure Partially Enclosed O.H'Put Plumb Endosum Lanai Partially Enclosed Spacing 24'O.C. Enclosure Entry Partially Enclosed MUS26 . Typ. Single Ply Roof Truss HHUS46 . TypTHM .p{ Floor Truss GUS24-3 I HHUS46 TMHAC422 I SUR46 antlers sre blanulslund by Sbnpson Shona TN urdesa nobdith-mise See Legend in Layout Truss Layout Client. Starlight Project Wyndham Preserve Model, 1412 Model U (LH) Lot I Subdrwsron I Sheet Address Lot 18/ Wyndham Preserve Location. Sanford, Fl. IPlan Date: xxlxxfxxxx I Drawn By Patrick Church RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 0Jl ING -N Permit # 17 - 2 3 % i SANFORO Project Location Address K As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hard i Bldg Prod Inc HardiPlank Lap FL13192-R4 Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofin& CertainTeed Asphalt Shingles FL5444-R10 Underla meets Tamko Asphalt saturated Organic Felt FL12328-R7 Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Descri tion include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strengffi Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 C 4/28t2017 Florida Building Code Online i.y." by :" . c- .- "!„ •f".it i!'.•ta ^:,' .' .i .s'iif4'f!-ltlR=iN'Ma r}n - nom r'rrx• , •(•:- t: •t;•:`:•. l• ' 7 : i:,.:;;;.`' a••• • a: y att•' ty r•. Y • 1f•'- P^.' L •'T.I i. .'t}i y 'a; :•;.. ' •!, .•, ryA.• t, i a I Ii7, f9•• r^•{•- :.] . , li .I•"'. .( Jam'•'•-! .. •f. tiN ' '4 Ai•1 ••• Y''ti. f•. •:.:. ,•t,y ». .i'`i ,: :r l- ILI i,:. f'1.•^I r! • '•'{, 't 7. .,, •. jy,: , yq q ! may yy,}, K ; sit.L;'• - ;.. _ i-...._.:... J li(idJiil "- '• f`.l.tPa v".ii: sets Home, .I Log In I user Registration, I, Hot Topics I •Submit Surcharge I Stats a Facts I. Publications I FBI: Staff I SCIS site Map I Links ( search I Fkxul, " r Product Approval IUSER: Public User Product Approval Menu > Prockfct or Appllattlon Search > Aoolication List > Application Detail FL k FL158-118 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived I Product Manufacturer CAST -CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@lcastcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 r-parrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2011 ACI530 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/29/2016 httpsJ/www.Aoridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDqueglp/o2bT71°%2(F192gnRzHNuieci5pgLXkU6gp/aid 1/2 4/2812017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 BntN] [Nuktj 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 :: Aaessibillty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please cwnled 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 *malls 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 It you are a licensee under Chapter 4SS, F.S., please dick h . Product Approval Accepts: k x1 Credit Card Sale htlps:l/www.Ooridabuilding.orgfprlpr_app dtl.aspx?param=wGEVXQwtDqueql%2bT71%2(F192gnRzHNuicgjSpgLXkU6g%3d 212 FL # Model, Number or Name^ Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R8 C CAC NOA 14-0903.03.Ddf Approved for use outside HVHZ: Yes FL158 118 C CAC NOA 16-0126.03.Ddr 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 171.158 R8 H NOA 14-0903.03.Ddf FL158 R8 II NOA 16-0126.03.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: BntN] [Nuktj 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 :: Aaessibillty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please cwnled 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 *malls 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 It you are a licensee under Chapter 4SS, F.S., please dick h . Product Approval Accepts: k x1 Credit Card Sale htlps:l/www.Ooridabuilding.orgfprlpr_app dtl.aspx?param=wGEVXQwtDqueql%2bT71%2(F192gnRzHNuicgjSpgLXkU6g%3d 212 M I AM 1•IJADE DiWII-DADE COUNTY MM PRODUCT CONTROL. SECTION DEPARTHENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNII ISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%v%v.mlamidade.i!ov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dada County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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 maruter, 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 I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE 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 coda 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.. Wany 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 E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mnlcar, P.E., M.S. NOA No. 14-0903.03 MIAMI DADS OUNTYC, Lf(c ; "GY^- r % • Expiration Date: 09/11!2018 lt,q/%2 o/Iy Approval We: 1.0/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 903-0605.04 A. DRAWINGS 1. Drawhng No. FD46/2, tilled "Precast and Prestressed Lintel Details" street 1 of 1, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 and Drawing Xo. L74612, titled Cass -Crete 4". 6" R 12 " Lintel Sgfe Load Tablas'; sheets I through 3 oj'3, prepared by Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated April 28, 2003 both drawings signed and sealed by CraigParrhho, P.E. B. TESTS 1. Test report onflexural resting on 4 ", 6",& 12 " Precast Concrete Li»tels Filled and Unfilled rblodels, total of (13) concrete lintel specimens, per ASIA/E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Cln•istopher A. Hannon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Alanual for Cort -Crete rllaclnlne Alade Precast Lintels revised on Alav 1, 2002. 2. Cast -Crete Quality .Si stem Alanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Dra+ving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet l of 1, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 and Draiving No. LT4612, titled Cast -Crete 4", 6" & 12" Linlel Safe Lood Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated rl(arch 241 2003, lost revision dated Mcirch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Nonne. D. QUALITY ASSURANCE 1. BI, Aliand-Dade Count), Building Code Compliance Once. E. MATERIAL CERTIFICATIONS 1. None. IL HWiyA. Malcar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiralioo 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 R 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Sgfe Load Tables", sheets J through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated AIa•ch 1l, 2008, all signed and sealed by Craig Parrino, P. E., on hf, arch 22, 2012. B. TESTS J. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By X11ami-Dade County Deparunent of Permining. Environment, and Regulalm y Affairs. E. MATERIAL CERTIFICATIONS 1. None. T. OTHER 1. Leiter 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 h 13-0321.07 A. DRAWINGS 1. Alone. B. TES'T'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mianri-!Jade Counly Department of Regulatoq and Economic Resources (RER). E. MATERIAL CERTIFICATIONS J. Noire. U51fny A. MoIca r, P. E., fV1,S. Product CoOrol Unit Supervisor NOA No. 14-0903.03 Expiralion Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I aj 1, prepared by Craig Parrino, AE., dated rl4arch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Uarch 24, 2003, last revision dated Jure 12, 2014, all signed and sealed by Craig Parrino, P.E., an August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calcnlalions for Cast -Crete Lintels, dated 0811912011, pages 14.201 through 11.136, prepared by Craig Parrino, P.E., signed and sealed by Craig Par) ino, P.E. D. QUALITY ASSURANCE 1. By dliam/-Dade Count), Department of Regulatorj, mrd Economic Resources (RU). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fr-arm Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florlda Building Code, 2014 Edition. Hel . Maltar, P.E., NI.S. Product Control U1111 Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: IO/09/2014 E-3 HIGH STRENGTH PRECAST AND A=T RETE TYPE 'e• STIRRUPS PRESTRESSED CONCRETE LINTELS TYPE 'A' STIRRUPSTYPICAL B' f 7 S' ' S AC kC7S Jr YY Net IFa1111 t 17' eeal4e7 r/ .• ..e.ae elYr ILlal.a .• e.C_.T L mm A•n A' 80TTOM STEEL LENGTH 6 h 12' PRECAST UNTEL REINFORCING CAGE FABRICATION MODEL 1 1 6 • 1 11 • 11 1 314'1311V • 1/4' 1 Viol P v• 7n, O. N. Y 1/1• Ir M>v n{ tK M f.lalla 1•Ww• W 401 1/• I. I.tal i eA ad 7/fY jY,. lx'f1, 14 il• 114, 71 1 .' 7. 71t f i 7U mag+ a• snl. re alxev-itt e.tes u-,arta 1:• .xte.y-lam1:• M[[Lei . a• .mass u-alxta 4" SOLID LINTEL DATA TABLE 12" PRECAST U -LINTEL DATA TABLE MM C UM AO 7 t sapis li ol tate Vi1 I he °tllx. a In1o•I na MR vena Cmnox "M-aatt VIA. ae. Afl1M yy f• •a17 lea . 0• 7 y Y . . f•-0•% 1161. 1 0.0a 1 1-1 -9 / Ba Y A NOTES: N a s a•.e N• a N• a{ a 7 u s- Io a f -a • 1 10 a7 Y. . GENERAL ei•UOam ft44 7/a W sial YIO A K aw N m" inOWO ala0/INI 0 me Is am mom . t.w w 7 N Moo N a fWa a Mrd YI• t. 00xCYl[ aalimnel h fM T Rt YL f 0.• 110 Isom S. IOIO at ma amour w suns Emu as =" sun" n.Y 4C• e0 V ala amm" cob I'm CAIIR - W. 070-10 1-0 a . I.. MWI /4@q !...b0 001•...xi1 U xml s • 4 INa I.a al•Y•.mw V.a .Oa1 w In.la &w. Ir 0 7 a•-1' II -. 1 y , y t a 1 -8 1-0 { MOC• am SIM O7 NI Kt oY[ exN w K fYix ISM&M t atlnwi nm Dix a0. 17 001 IAIIW #flu WIRN 0 1e0. IOW 6" PRECAST U-UNTEL DATA TABLE w n TIMtaYt N x r -f DaaeI IW I Is Moue r -a IM W I ,•d INf.1. a 1 . N a Y 1 b sla 7 -1 a• 1 -. 0.70• I a-• .-o y • N 1 l s. `G V • • • GEN ' i u . -l0 7 as a -1e eau 1 , an I e -r A . x 12' PRECAST W/ 2' RECESS DOOR U -LINTEL DATA TABLE O ryluM1L'T' HevIS1:n t oa{pt741L•..Ia 1pi lT•ti:da u • . . o.4 81dINcNI0oc ri 03 P` oe yl `, a•N• r..• r •AR n a 60 rN• L mea' x A a y S p Zel& 1 a7. -• N O• .e jam'-/%'%P./.•j 'CRAIGPARRIMO 0R1 •?` p ,t<a i-.• ,•• - s . i 1-. f 4-0 6324CR$79 01V0. 1 -. 1-. . . N .N -. •O.7 I 1 :.• 7-o Mee lee SON 04 lot, N• 10``, fS P.GuC N0. 11010 EN SAIL_ ISA L f. r1 .lTi-' + ry„•• r. PRECAST AND PRESTRESSED LINTEL DETAILS to mim WfahH I om to 10IW man SWL u YAnI OaR: 3/71%61 al=c ft Cm fu= rl omma lea: AQO: 1 or 1 GENERAL NOTES 0 llobddc re 4' Tl tiW - woo pi Cc 6' t 12 /a..l fd dn -- ccoow fU;= r da uJ pporr C!0 aU mYirwn at arm tdaptetirt 1r trim ?wr A71r ANS -fC raartar pr Aslr tZlo 0r• r of $ 2) AN .1. bd lmla bn0 w min 4 blit nadrd barley L=g5M Seb bit for Nd Ns• tris w1 lalrt aml be reeled by 203 s bwdet bpb b Ira Asa 6 1/2 brhto. 5) hand. fd ander bd .d btd bbb• 4) Ra maser b OW440eeb bdbdo W fucad musm W ycde 40 so 0040 rAa. f -ndf' , 13 stn 0 1429 LJt) • 1228bad pl 1173(y 5) W Saab and w - 30 4doOn , Eagem r J d Vlm alrtsxlitbW 4 um b inL4 b aaNOwbo mWiy w HAM US" Sim 16031 m il• 6) V.. Md A50b as rgaid 7) 4' odd idob to be imtoto •/ C dimwb sabmW ad e• asewba reritd t0 WltsoBm/ d ted —t c..* M tb. arch bin ' s) mOWledt Gep thRm mrui. ntilia7 ambdc eTmI owbeft at f.M W fan a ••Aoa 10 PA "A Rdw 11) tlbo rtdl dsw rdw b b. bWad d W boom if W sebt C.J* r&E DMCNATIOfd r- arm.m •ba / a. •aao I awatlt cmr° 12IF16-26/2 T Nmt tmAJ J L. •nme ard mrra roe sur u a R8 eam ma a 1am7 g \ ( 0 oro,aruam vr t .1 T•1':.1• C60l YAam I 14% Td mm mt'r ums 1_ J\- el o ra s• ums a®r abama 1 5 ' AO1Wl rari••n rlaA 12' NCAItKq VIOLA 12) utl t dcdt S -t ' b"l uWtt a W sMt 13) W mels .•4:• a Pods ialdtd a abrfar eaatb alb M bm unfds blow .1h o 0•f•9 a ohzca gpSO b atmNss(( p• 1d1yA7N C•Nri •/wt0 Q-14 14) boa dab N W mrftlrwd boai9a aDU fA Iwbol Ooh ApOW .erred bd + Mod barwm ba0 S ID li. pu e Sd. adW bad Sal. hou. d b•0 15) for mgedL NO WAb d dww% as mb b0 fmm tut b.o W9bt dmm 16) rw 6" laglte A t -A bw oM bd (nn nM WqW k.OAb drtn. 17) Sob bem m tgabwo andY bwa 10) Sao bode bmd ca rabd 1a16n cab b Pa AC SM and rAD M ' 19) av l N 0bm IM4f.1 Sa dbbdda.•w'd SEE SAFE LATERAL LOAD GRAVITY TABLES FOR LOAD WING 4S8 FOR EACH ADDITIONAL 1180 fmfw CEO CMU (RMU) v:all FULL OOIIRSE 789 5'-10'(70) PRECAST 460 1) J5 REBAR FOR B' LWIELS 1/2' CLR TYP ;: t:r,•. ^ 2) 15 REBAR FOR If LWTELS 260 GR40 Or GM SAFE LOADS FOR 4" SOLID LINTELS ws,r Cie•m GRAVITY TYPE LENGTH 4S8 Y-6' (421 PRECAST 1180 4'-0' (481 PRECAST 959 4'-6' (54) PRECAST 789 5'-10'(70) PRECAST 460 6'-6' (781 PRECAST 360 7'-6' (901 PRECAST 260 9'-4' (1121 PRECAST 156 10'-6'(1261 PRECAST 116 12U8 C-x*CRrn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y-6' (421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(701 PRECAST 407 148 6'-6' (781 PRECAST 366 118 7--6' (901 PRECAST 280 67 9'-4' (112') PRECAST 187 55 10'-6'(1261 PRECAST 152 43 12F8 12F12 12F16 6U8 6F8 6F12 61`16 • • `' , 1i ,•, ice +. •cJ- 5 rte• t ' • r • • il Li i .;. >: •: i; ::v ter:: :r:>v N_i: ;'!,' ..' 4S8 II' 121`28 12F24 12F20 A e-• :' : 71`: - FRROOUt.TRRVfslif5 4. 'S• ;.' T : * oWld—iry0 5 iLb N: Front;, tA c y , T: CRIUG PARRINO 6 I'nrbwDue . - Q o • ° J Osi `l R I OYY ': 6024 CR 679 hif r B 61`32 61`28 61`24 61`20 ., G . SFFFNEFi R. 23586OtSjgjE?,.• R. PLUC.NOL 44756 or m-CAST—CRETE 4"1 6" & 12" LINTEL SAFE LOAD TABLES ru 1rYt: OSAItS-t4 F rulm m mm NIRA rAt N.1 V IR4T,.s e,UG 5/N/W I amn Q: QAC FAGM F.T. - 214 R0. AVSs I cum.m uliu ml 1 0! 5 SAFE GRAVITY LOADS FOR 6" PRECAST U-UNTELS FOR sF opecesTH t LOAD SAFE SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS mrw4mm SAFE LOAD PLFSAFELOAD • POUNDS PER LINEAR FOOT LENGTH TYPE 6U6 9e-18 6712-18 6F16-19 6f20-18 6F24-18 6F26-18 6F32•ITT 3'-6' (427 PRECAST 2332 2676 3692 5050 6148 7227 8297 9357 4'-0' (487 PRECAST 2025 2313 3692 5050 6148 7227 6297 9357 4'-6' (547 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (787 PRECAST 949 1078 1831 2850 4328 6737 6297 9357 7'-6' (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1127 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'0267 PRECAST 503 566 895 1270 1706 2236 2895 3747 11'-4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1447 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1607 PRECAST 373 417 646 895 1170 1485 1832 2285 14'-0'(1687 PRECAST 351 392 605 835 1087 1373 1703 2081 17'-4'(2087 PRECAST N.R. 299 455 620 794 985 1198 1437 1) THE NUIF8ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 MeQ Or b 9 t "i..w6'L• C,,, '44lW , SAFE LOAD PLF LENGTH TYPE 6U8 I 6F6 RCMV 3'-6' (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-6' (547 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6' (18*) PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 9'-4' (1127 PRECAST 173 352 74 10'-6'(1267 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 311 49 IT -(r(1441 PRECAST 131 277 44 13'-4'(1607 PRECAST 117 22335 571,0 14'-0'(1687 PRECAST 111 202 32 11'-4'(2087 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 WC',• C:3 rY mm -oft" SAFE LOAD • POUNDS PER LINEAR FOOT LENGTH TYPE 618-11 U12-11 GF16-I1 6F20-11 U24-11 6F26 -If 602 -If 3'-6' (427 PRECAST 1412 2074 1115 3356 3997 4638 5279 4'-0' (487 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(707 PRECAST 831 1222 I 1600 1979 2357 2736 3114 V-6' (167 PRECAST 723 1097 1437 17772117 2457 2797 Y-6'(901 PRECAST 648 U3P9 1149 1544 t4 1840a 213514 431 9'-4' (1 W) PRECAST 575 571,0 980 C, 1252 1492 1732 1972 10'-6'(1267 PRECAST 514 462to 787 co 1121 1336 1551 1766 11'-4-(1367 PRECAST 474 404 685 985 1213 1442 1645 IY-0'(1447 PRECAST 454 36700 619 886 1093 1299 1506 cm IS -4'(1607 PRECAST 402 308 516 736 906 1016 to 1247 Ly 14'-0'(168') PRECAST 368 285 475 677 832 989 pf 1145 17'-4'(2087 PRECAST 253 208 338 476 565 693 803 n THE NUMBERS IN PARENTHESIS ARE PERCENT REOl1CTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 WGPAARINO 6124 CR 579 FNER. FL 33684 E.UC N0.44151 htooUCrRL'V1a,-oeulwWr' wrm M dd., m Abe. SNY IN• Afiiin4i"1 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD T. HF MIME: 46Ytl-14 [—cu—mm logia 4RWID I WAM Ru M. SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS 4we74410" SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1206 136-36 1312-26 ltn6-28 1320-26 12(24-26 1326-29 Atm -m 3'-6' (427 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (487 PRECAST 2923 4232 5838 7619 9352 11060 12755 11138 4'-6' (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(707 PRECAST 1612 2320 3218 5234 6487 11060 12755 1443 6'-6' (787 PRECAST 1383 1966 2879 4196 6421 10032 12755 14436, 7'-6- (907 PRECAST 1138 1628 2131 3218 4876 6756 9763 13M 9--4' (I 121 PRECAST 195 1216 1535 2230 3063 4167 5593 755 10'-6-()267 PRECAST 614 1043 1295 1853 2516 7323 4334 5632 II' -4-(1367 PRECASI 18 945 1162 1649 2216 2693 3719 474 12'-0'(1447 PRECAST 456 878 1073 1513 2020 2617 3333 420 13'-4'(1607 PRECAST 359 767 926 1294 1709 2186 2743 3409 14'-0-(1667 PRECAST 321 720 865 1 1204 1584 1 2017 1 2451 3106 17'-4'(2087 PRECAST NR 451„ 631 881 1141 1128 1750, 21_ 19'-412327 PRECAST NJL 343 j 477 j 700,4 9254 1152,j 13US0,4j 1609 SAFE LATERAL LOADS Ono 4r ooeeeer u 1 lum c lc SAFE LOAD LENGTH TYPE 12US 3'-6- (427 PRECAST 1295 4'-0' (46) PRECAST 1295 2547j1!55!M 4'-6' (547 PRECAST 1049 5'-10'(707 PRECAST 681 6'-6' (787 PRECAST 579 2167 123 r-6- (907 PRECAST 474 1771 914 9'-4' (1127 PRECAST 355 1,326 5 10'-6'(1267 PRECAST 306 1143 4 11'-4'(1367 PRECAST 278 1041 38 12'-0-(1447 PRECAST 260 971 34 13'-4-(1607 PRECAST 229 857 278 14'-0'(1687 PRECAST 216 809 251 17'-4'(2087 PRESTRESSED N.R. 6 162. 19'-4'(2327 PRES1REW N.R. 5341-130 SAFE UPLIFT LOADS FOR 12" PRECAST U•LINTELS 4w4Rp*wn SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F6-21 12712-2 1266-71 12F20 -2T 12024-1f tf26-121202-2T S-6- (427 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (48) PRECAST 2389 3721 4872 6023 7174 6325 9477 4'-6' (547 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10-(707 PRECAST 1623 2527 m 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 2269 2972 3675 4378 5081 5784 7'-6' (907 PRECAST 1267 1767 21 3191 3806 4411 5028 9'-4' (1127 PRECAST 1028 a 11710, 2006 259 3087 3583 1079 10'-6-(1267 PRECAST 920 947 1612 2?8I 2764 7209 3653 11'-4-(1367 PRECAST 8584 829 1401 1982 2441 2902 3364 12'-0'(1447 PRECAST 811 753 1269 1788,, 2201 2616 3032 13'-4-(160-) PRECAST 678 633 1057 1485, 1826 2169 2513 14'-0-(166-) PRECAST 622 566 971 1365,4 1679 1993 2309 17 -412081 PRECAST 434 427 695, 964 118214 1402 1623 19'-4'(2327 PRECAST 366 370 591 817,1 1002 1187-1 13720 I ( D ITE MON W FAMMI IIS ARE 1OKW REp1C M FOR ' xt waim MAR 10 (n THE WaM n PME11 WZ ARE KWX KNCM FOR MAK 40 RET.O AOOEO lEBAR SEE CDVA NOTE Ra 4 CMa 40 READ AM 6M SM GOERAI NOTE RL 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U•LINTELS SAFE LATERAL LOADS FOR 12" PRECAST wl2" RECESS DOOR U•UNTELS SAFE UPLIFT LOADS FOR 12" PRECAST wT 2" RECESS DOOR U•LINTELS 408v_nrr 1295136921258; SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 121616 111722- 12026 12RT3D- 126[6-2812010 11An4. 19 64 4'-4- (527 PRECAST 2578 2942 5468 758411669 7'-8- (907 PRECAST 504 1438 914 13679 15679 4'-6' (547 PRECAST 2319 2740 5468 758411669 5'-8' (687 PRECAST 1210 13679 15679 5-8- (667 PRECAST 1347 1841 3555 639511669 11173 1984 13679 1567945'-10-(707 PRECAST 1259 1758 3361 595411669 1538J 2426J 13579 1567C-8' 807 PRECAST 924 1430 2633 44151 21 2776 1257 1480Qr-6' 907 PRECAST 703 1203 2157 3491 2181 7922 962 1132 9'-8' (1167 PRECAST 389 843 1451 2157 3203 44270 5417-6380 n TIE MM W PME10 06 ME POM REMM RR CMO; 40 MO AMM REPR SEE MMM& NOTE Ila 4 4'-1' (527 PRECAST 1295136921258; 4'-6', (547 PRECAST 1213 3458 2417 5'-8" (66) PRECAST 784 2236 165 5'-10-(707 PRECAST 747 2129 155 6'-8' (807 PRECAST 602 1716 117 7'-8- (907 PRECAST 504 1438 914 9'-8' (116') PRECAST 1 355 1 1011-(.M914 f, Flm 73iF?E•s T 7174• Kam .,.,... r tn. r.m 1c; 4GRaen+_ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1206-21 WO -2112014- 121618- 12322-2 M-21 ovs-21 4'-4' (527 PRECAST 1626 2685 3746 4806 5867 6928 7989 4--6' (547 PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8' (687 PRECAST 1210 2042 2650 3658 4466 5273 6081 5'-10'(707 PRECAST 11173 1984 2769 3553 4338 5123 5908 6'-8' (80) PRECAST 1020 4 1538J 2426J 3111 3802 4469 5177 7'-6' (907 PRECAST 901 1226 21 2776 3390 4003 1611 1187 PRECAST 7030 771 1412 2181 2663, 314 3628 O'- • EN • nu #me NfAAa sm Pim rAlaaJcK MS 447 ' P4E0OUCTRF,. dl 0. ruddaO Widi TQ EI F/L IGA4RPle o tto e o 03 t, 4CA- CRP RANOe arb.iale' o18 FPNeR.rL 335& 1UW a UCI oval — 4j IYAL--- FJ L.CP.E'6TC.1RI7.A495T3OSE CAST—CRETE 4°, 6" & 12" LINTEL SAFE LOAD TABLES ERE WJ0 MW -14 10471 Df: A7OII 4IRIIRI SrAIL• US WJE. SI/Os CYR40 m Z M ZI M - RED. N0. 4076 WAR'UHL UQE SREI 1 0E 3 MIAWDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11.805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33 L75-2474 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-Dadc 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 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 Pan•ino, P.E., on August 19, 2014, bearing the Miami -Dade County Prbduct 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 put -poses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 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. y NOA No. 16-0126.03 MIAMI DARE COUNTY ` Expiration Date: 05/21/2017 Approval Date: 04/28/2016 v 4/Z 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 06107/96, 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 06107/97, revision #4 dated 04/28198, 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 ASTMS -529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P. E. C. • CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06106/96, 349 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8 -inch Lintels, dated 11/11/96, '45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certtfled Inspection Report 058-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certlfred Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birminglzarn Steel Corp. 8. Mill Certlfred Inspection Report #84-M]9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.L., M.S. ProductControl Scction Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/2812016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 1184-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 SUBMITTL'D 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 0 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 42 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 #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. 3040413, 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. wze:: e _ 0e_ 16Mij A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/2812016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 006-0222.01 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 fi-orn Cast -Crete Corporation, dated 02/20/2006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0.121.04 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: 04/28/2016 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 .,Varch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/0312012, 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 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 Conteoi 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. P. 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., certEying compliance with the Florida Building Code, 2014 Edition. L' / am e 1445K 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 9 -<- 941 w HIGH STRENGTH PRECAST AND i PRESTRESSED CONCRETE LINTELS PRODVCTRI:wtwm e cmpl ft I•iln ale Florins 4r TYPE "A" STIRRUPS ! 7/32" SEAR STIRRUPSUPS 1 4" — 8 LINTELS le" K1 7/32"d BA 571RRUPS Y n STIRRUP DETAILS tuw Lu IIIC W nlRrl m slm• mos mc•r•:r .. u. auluw NC '+' s1.AtaT_ m uan unw (ry t11R[i IriNroaCMwG e Gr P/BMC<tlDll ueoR +• ra Rnu umlr m sl.mrs mi •r sa 0s TI,iR R [I.f pM[3T11[S.[e_t_Mtt RfpAfl•[nIG [[[ /AlRILATIex ue3ri MWIMER-13. p' THIS pcoMffARr Ljm&uATMm t3 rMIQ[o roll r110WCi AMOVAL 11 D rwimto r COrmcor LAWS AM CAMMCt oc woomm on amumto WISHIM IIQ rem VIMMIA CIMA"? or CAST -CBCT[ USA. um. 1. KWM§to 3tl[li 7/sl sA AAM ASICI 14 ram 3. intra Tll tOTAL WOTs ar STMVPS Am rS UM QUOt K ASW AsIR 7/n INCH MAR[o O CCVMIO atARlalo r1oM EACH KMMtlt IMO WO-RR1AL1gM MfttM= tifl. lSjazl:l llt• Qi.C11.[ Mo. or sm"m ... WMI THE o CAC[ maSWI M3 I st.trim Ran p0 MR 1' 1. COhmc sto"co6. r. . R rou' tT10. 1oY 'CHCI'llWamle watts= r.. IworA I" ALL MCAST o 0101 IWOII. L Ib mums N m pagnupc IMW KX 1 IpltAt rItTS1YS7 moCc . 0.10 . IA.• co m or coMC1Cc MAT K o30 In IAV W rRnocsm uMm atmovaco o CAN L STOffIRC ps[alsmm N acIST urtrls AND I"OLINo FWM V.- EENS' '• PRODUCTltmslD itilwitscou ihNa Flwlda AraptAue No! _ 0 03.o Z. 1>viD+ • O CRAIGPARRWOf`':• ma®v u v mmra e Q q 6324 Cfl 578 o u SUTWF fL 33W R.. P.E. UC. N0.4/756 OCSI Il Vli.;'7::! OffSi VEL^ `.7 [D 3i i 3i Q IiRn rL1Q1i®m m(i1.1• 1Q7Q'r TR"i•.. T(I7 iiti:ii-Ill\ T r rr+vm e r o oa rnar[smr uarti renv v KMd om+a:arrr!I r c r na 1nr !vc:um©ao mis"112M Urfuji l" r s:aar r nra aaaE r6m+r reuarza:! rl.rr,r.m ra faJIH1;1]:r\:iy'i 4'1[u: K:IU.'.I:lA:S17 i1 I DLII:/LI _ IIIC W nlRrl m slm• mos mc•r•:r .. u. auluw NC '+' s1.AtaT_ m uan unw (ry t11R[i IriNroaCMwG e Gr P/BMC<tlDll ueoR +• ra Rnu umlr m sl.mrs mi •r sa 0s TI,iR R [I.f pM[3T11[S.[e_t_Mtt RfpAfl•[nIG [[[ /AlRILATIex ue3ri MWIMER-13. p' THIS pcoMffARr Ljm&uATMm t3 rMIQ[o roll r110WCi AMOVAL 11 D rwimto r COrmcor LAWS AM CAMMCt oc woomm on amumto WISHIM IIQ rem VIMMIA CIMA"? or CAST -CBCT[ USA. um. 1. KWM§to 3tl[li 7/sl sA AAM ASICI 14 ram 3. intra Tll tOTAL WOTs ar STMVPS Am rS UM QUOt K ASW AsIR 7/n INCH MAR[o O CCVMIO atARlalo r1oM EACH KMMtlt IMO WO-RR1AL1gM MfttM= m Cr ML sawo"c" cm [CR C"m 3"A" ASTM ARIL Mo. or sm"m ... WMI THE o CAC[ maSWI M3 I st.trim Ran p0 MR 1' 1. COhmc sto"co6. r. . R rou' tT10. 1oY 'CHCI'llWamle watts= r.. IworA I" ALL MCAST o 0101 IWOII. L Ib mums N m pagnupc IMW KX 1 IpltAt rItTS1YS7 moCc . 0.10 . IA.• co m or coMC1Cc MAT K o30 In IAV W rRnocsm uMm atmovaco o CAN L STOffIRC ps[alsmm N acIST urtrls AND I"OLINo FWM V.- E ENS' '• PRODUCTltmslD itilwitscou ihNa Flwlda AraptAue No! _ 0 03.o Z. 1>viD+ • O CRAIGPARRWOf`':• 016 pl q 6324 Cfl 578 o u SUTWF fL 33W R.. P.E. UC. N0.4/756 mill CAST -CRETE 811 LINTEL FABRICATION DETAILS Im mu 1 C OR sseFF ra6taTY Le6Gs FOR R"PRECAST 8 PRESTRESSED U1INTELS n• Carr SAFE BaOeSD 4MWt S SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4LJNTELS 40-0 Ww SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 8638 99-08 iFlt-9e 916.00 920-00 "-00 076-90 932-00 LENGTH 1024 96-1e 912-19 9te-18 920-10 924-18 978-16 9R-18 3'-6' (427 PRECAST 2231 3069 300 3719 460 5163 a113 6007 7547 004 074 9502 10304 10951 11609 4'-0' (487 PRECAST 1966 2571 2893 2351 4607 3820 6113 400 7_7 3561 0414 134 10391 6047 111(4 f-6' (547 •PRECAST 1599 1909 2lto On 2931 6113 3753 7543 4376 073 6to0 IOS4 W4 IIN9 5'-4' (647 PRECAST 1217 284 1 1438 3090 1995 MO 2560 TW 3123 7304 306 87.0 4249 1012 5'-10`(%07 PItE(XST 1062 1451 1173 2522 ILII 4360 2090 7168 2549 to 3009 7101 3470 atm6'-6' 787 PRECAST 908207 100 2177 300 3430 3071 5161 3707 6360 4393 1039 5061 06207'-C 907 PRECAST 743 17'-4' (2087 PRESTRESSED 173 1729 2632 2661 2105 3891 2698 6681 3191 1467"5421 3663 9'-{' (1117 PRECAST 551 a" 252 1163 1245 las ISO 2904 25M 3166 310 2$16 4)OS 3302 Uf0 10-C(1261 PRECAST 475 679 643 540 2052 1247 1533 2093 203 1711 2781 283 2563 4)SI I1'-4'(1367 PRECAST 562 604 562 943 045 1366 1366 ISIS 1646 2423 2423 3127 3127 4006 4006 12'-O'(1447PRCCAST 337 540 873 an 1254 1256 1654 1904 2193 2193 2676 mos 3962 sat 13'-4' 160 PRECAST7 296 471 041 755 755 1073 IOn 1426 1428 1158 R38 2310 2316 2063 2593 14'-0' 1667 PRECAST 279 414 700 m3 1002 1002 1320 13M 107 6397 2127 204 2630 2m 14'-C(1761 PROMESSED NR. 1 Ma 763 RM 1370 M t9M 0 2243 2517 2712 15-4'(184') PRESIRESSID NR. r4l Me 710 NR 1250 Me 1133 a 2038 NR tam NR 2513 17'-4' (2067 PRESIRESSEO NR. 15'-4'(1647 PRESTRESSED 548 N6 1150 389 IJ28 1041 1601 11 Ia9 a 204719'-4'(2J27 PRESTRESSED N R. 235 KI 420 nR 730 89 1637 we Im2 NR 1515 1716 21'-4'(2567 PRESTRESSED NR• t180 Sto34 2-170 590 645 3811114 101 1359 22'-0'(2647 PRESTRESSED N.R. M m 313 M 550 704 MR 147 RR163 06524'-0'(2687 I.- PRESTRESSED NR 129 210 450 IN 431 NA 884 Ale 100 j) THE NUU89S IN PARDRHESIS ARE PERCENT RCDUCIIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE 170. 4 ON SHEET 3 OF 3. FA - 4" . A- 4 ". SAFE LOAD PLF TYPE BUBLENGTH 8F8 R CMU 3'-6' (427' PRECAST 1025 1024 1598 4'-0- (487 PRECAST 765 1 763 1309 4'-C ,(547 PRECAST 592 591 1073 5-4- (64') PRECAST 411 411 745 51-10'(707 PRECAST 340 339 616 6'-C (761 PKQW 507 721 490 7'-C (907 PRECAST 424 1 534 363 9'-4' (112') PRECAST 326• 512 230 10'-C(1267 PRECAST 284 1 401 180 ll' -4'(1361 PRECAST 260 452 154 12'-0'(1447 PRECAST 244 402 137 13'-4'(1607 PRECAST 217 324 110 14'-0'(16157 PRECAST 205 293 100 14'-8'(1767 PRESTRESSED N.R. 2$4 91 IS' -4'(1847 PRESTRESSED N.R. 259 83 17'-4' (2087 PRESTRESSED N.R. 194 64 79'-4'(2327 PRESTRESSED N.R. 148 52 21'-4-(2567 PRESTRESSED N.R 125 42 22'-0'(2647 PRESTRESSED N.R 116 40 24'- ' (2887 PRESTRESSED N.R 81 33 44-4--*— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE are -IS all -IT ena-15 W20 -IF ere{ -17 028-79 0252-tT LENGTH ere -21 912-7T 943-25 IF20-2T 4F24-21 028-25 952-2F 3'-6' 42 PRECAST7 150 ISO 2556 m5 3574 43% 4304 SM3 52U 0132 902 7oot 7001 4'-0' (167 PRECAST 1363 2305 3000 3315 45W 5325 6079 1363 2ws 3oao 3e15 4570 5304 0-179 4'-6' (s+7 PRECAST 007 1207 2040 2040 2707 2707 3,775 3379 4043 443 4711 OII 5379 379 5'-4' (647 PRECAST tote tole m 1715 1 n79 2276 7970 2$38 3357 3379 3904 3961 4504 4521 5'-10'(70' PRECAST 90.9 921 1567 ISQ 2010 2593 2593 3107 3107 390 3040 4137 13] 6'-6' (787 PRECAST 435 too 1407 18 2329n 27A 3251 3712 035 1467 1968 am 2790 3251 3712 7'-6' (907 PREGST 727 m 108 1224 1044 1624 2045 2025 2 2426 2027 2017 922-1 3220 9'-4' (1127 PRE= 769 1136 1471 1915 2157 2300im 591351 as 4316 le13 1904 I m4 2619 1G- 10(1287 PRECAST 630 730 573 m 916 I uwall 110 1412 I. 1451 smtJ 1734 2063 2011 I 2346 tt'-4'(1367 PRECAST 474 H4 504 607 60D 104 19V 1721 1794 1w 1513 1915 1757 21a7 12'-0'(1447 PNfGLST 438 550 724 740 937 1382 I 1500 IX9 IS9S PRECAST 38c 440 607 780 720 1179 904 1410 1 313'-4'(1607 1x6114'-0'(7667 PREUST P470 350 423 ss0 704 794 1063 099 use 1054 ISa 1220 169? 14'-C(M PRESTRESSED 334 3" 520 463 d 047.3 16063 1173 w3ft 670 Isle Iul 1734 15'-4'(1647 PRESTRESSED 224 230 313 30 406011 Glad 627 90 76090 124 111 140 1654 100 17'-4' (2087 PRESTRESSED IN104 263 306 405 S0 tj 521 740 W tMA 797 12971 073 Iml 1473pA 19'-4' (2327 PRESTRESSED 104 as 340 N 547 047 747 166 263 420 623 0 al IM Im 21'-4'(2567 PRESTRESSED 142 204 307 m3 40 seg 655 142 t32 373 537 nt 05 Ia0 22'-0'(2641 PRESTRESSED 197 2K 379 4a S4f 62022339LIM413beeeUO924'-0'(2887 PRESTRESSED 12 179 202 267 319 342 455 416 snaftd 4 14104 567 079 SEE GENERAL NOTE NO. 18 ON SKEET 3 OF 3. U) I i MODU.C,r RENMED C go ck% 66 n0l{y e6)ImID duet c 7Lm ( F,Y. 1L55S AIS MWLK1 IODUVIN745 WX V7NUL 4V CE10Ai NOTE NO. 4 ON SHEET 3 OF 3. PRODUCFlu7w300 CRuOPARRINO °0°" 7. ;• j 6524CR579 T11(!dt O R ,' SEFFNER. R 97504 al d,6aY 0 R..P.E.LIC.N0.44756 ST1/CRETE 8" LINTEL FABRICATION DETAILS I -N I owner 0470E Famo m - 966 m 4036 SWM 0T losm IM I t6ffM0 OW P333A PL -07.63 4036 if 4W2'A 11. 901 9102Q3 0 SAFE GRAVITY LOADS FOR 8" PRECAST w12" RECESS DOOR U -LINTELS 4-419•" SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 49r,411 I Wit% 41F14-60 e1rle-0e 1164 1115$-M ew30-0 LENGTH SRUS W6-111 991110-19 W14-10 8WIS-19 Wn-11181119-111 er2r18 4'-4- (521 PRECAST 1635 1749 3115 3290 4349 5421 6493 7567 788 464 1991 3619 5209 409 ON 9479 19693 4•-6-54 PRECAST 1494 1594 3063 2992 966 4946 U24 6901 6n 42 1736 3699 52M 9039 MW 9479 10593 5•-8' (687 PRECAST 865 920 1770 nu 4277 7639 3492 3966 174 2251 1167 2461 ASS? 6399 eaft 7917 1311 S'-10-(707 PRECAST 810 an 165) IWC 2124 2649 3174 3700 2429 297 1773 2x2 4242 Mill 80ft Mw 0706 6 -8- (807 PRECAST 797 901 lees 3120 sae 7747 1448 7360 2968 907 1625 3120 5048 7915 9479 w T-6- (907 PRECAST 669 753 755 1490 1490 2459 2459 3776 3776 743 5743 Mo 8996 5623 10119 9•-0- (1167 PRECAST 411 466 999 1556 7153 3129 4031 Hf 528 999 1516 2253 3129 4150 5691 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REOUCRCNS FOR GRACE 40 FIELD ADDED RE8WL SEE GENERAL NOTE NO, 4 CEO& NOTES Q 141.48401 to 6• Kcal idd • 4000 pr re p,.lnm 4 UNI. 0100 pd 1111 4•4 - h m-al 3/0apllyab am awasks 406« W, ASW A015 . W pmknmp wA If X01. 6 270 In kn im Tyr2) N d. bw Wes WQ10w aisn as 4 im nowa bkW#W E4m>ys iIIe bob 6w , re k.0 L W M a 3) h•d4. 60 -du b l .w Nw )OI.h 4) 11" W.*o bpa.w Mad. m paced ..1«1611 1« 9 40 w •mw .640. ec 7•-r Udd 132-19 p(p InAr -4 aI3• (w,dm • 6172 rd) 472 5591 p6 5) AS Ear, WA w t:w l/3W *OK%, crag kp; rwd m , - 9F6 F7 -r ow bmga -Ab 1140424. 1 411011110140. MaSs4e IfOm 4i s m.in0 m Mddo &Aft IN QMSe CAN ldtll a (W.4 pp 7) on 11 .ew mw be 3m.6k4.s 1« bo /s nb.. 6)k.bLli./.Oee9m11d d k9d mol ampb .1b •a aekl.tad a.ya .k«b.d •••••_• 4) Tr 4.ip•a q ad i. 11W. tW 1.6 b. W We bw .W.. by kaalbq m. amdvl.s t1y 11.11•.48 w da« d •-m.; fi m m appaA 10) RA, - 6d tld IQ 14-1.06M •dMcow b w IOWA d as bAm r %* add SAFE LATERAL LOADS FOR w 01291-A•T..41- arecca nnnk ua mTci a 4,m,,4,wm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RCMU 4'-4' (527 PRECAST 758 1 757 1164 4'-6- (547 PREOLST 694 1 693 1073 5-8' (687 PRE615T 408 407 655 5'-10-(707 PRECAST 382 381 616 6'-8' (807 PRECAST 595 788 464 7'-C (907 PRECAST 509 674 363 1167 PRECAST 370 490 214 0 SEE CENEIUU, NOTE 1S 12) Umd. n 4-.1«1aw ;e 5-1/2• W4 nod -4- m «s b .maws wWd w ..M abp ad 9m.116g. u) m .1atr .d_ d k46 Ipdde4 Is 1148404 aroasb .ib .M9 1a cw" r .6ae! •pf•4 ie 11113.07.1111. 48611516 C.& W .1p.•.w _Qq - 14) U.bk rw.a d..A.Mawy re anO.Y( «.Yq = CAVIL - 4 bd. do" b. 4811 , M m aNis47.amnp Ai 16. Am w .ww bw good 611&." kw W. «.64048 bw + We hVk&, d bi 5 IA 15) Fa •d W+ &dd O•W w Om w edo km bm n.d bw 6•kN .bwL Ih f« Fad 1"09 ON dmf, Ne ab bw b " kapd kAO Own. 17) Sr. b.1. •a np•1 vww dw116b Mei 13) Sd.WO6.w mnUW O.Ip a.ys fa AG 510..1 ACI A9 n) A16i«nl trod ke1 11wT; .<. a .bY•wbp b 4.ywr H 11.+3119 .Wow wwaeod 11eev b maw.; 072. ow.==vlim6.148, Sm 48.01 6d..G SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS arrCwun SAFE LOAD - POUNDS PER LINEAR FOOT TYPE UFO -Ir MIO -11 W14 -IT 39986-17 x322-111191111-1 9Rf39-I1 LENGTH elle-tr 94010-a 111114-2111111111- W2Z-2J eRFte-2T 11030-2 4'-4'• (527 PRECAST ws 1665 23U 3050 3751 4445 5140 905 1166 2362 30011 3731 4445 5140 4'-6' (547 PRECAST 057 1604 2272 2965 3607 4275 4943 1157 1604 2211 2319 307 4115 4943 5'-8- (367 PRECAST 6n 42 1797 2326 2434 3352 3911 611 1269 1797 2320 204 3352 1 3111 5'-10'(707 PRECAST ass 1207 174 2251 2776 3= 2799 ess 1231 1745 2s9 2773 3290 2799 6•-8 (807 PRECAST 570 929 1130 1900 2429 297 3129 70 1050 ISM 12W 2429 2679 3379 7'-6" (9n PRECAST 506 742 1364 ' 1765 21 2567 2968 sM we 1364 174s 2160 2557 2160 9'-8- (1167 PRECAST 4611 1164 1222 4240 1959 2101 395 Si0 1072 13U 1701 20111 2371 a) THE NUMBERS M PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENETWL NOTE NO. 4 BSlfl BFO f l2 17Imum BFl& TYPE DESIGNATION unr - mo IOW fAON f 6 - M AtOWNIII7N151EN4At sm OF WILL ClamF 8F1 6-1 B/IT wwm 11m1 -•I Lomm or Is lam J CM At Wp 79 KM AT IOP arn,amm.67mim 1/2• CLR 1)P ,'r 2)15 RESAR 0.1 440.6 Ao•pam11e N• e t-e3p1 p•n 174811 GR40 a GR60JVJ 1 M SEE SAFE LATERAL LAAO USLES FOR LOAD Rn7Wc 4-401 4201 AWOMINAL PRwucritnvgslw 7t• .*. Ae••vl.nn 140 IF . a Lv/ t Oatilndlon Eby C.PAMINO 016 6324 CR 579 R FL 33584 ow, e. o. 1...... 'cel SEFFNE tO r..aq ram_ ire;rtTn;Ivr I•\ CTII:=f6QYi(TSIM!'IfS ii[•i:CAST-CRETE 8" LINTEL FABRICATION DETAILS n rair:li:nm:uveyr11l; 4-10vw1vrarnr.ri:rii7.lra'r n; liZr(11T7 r 91 /1!li<d:r.VT.I ririd 7 R At COURSE 1RONXTRENEWED arn,amm.67mim 1/2• CLR 1)P ,'r 2)15 RESAR 0.1 440.6 Ao•pam11e N• e t-e3p1 p•n 174811 GR40 a GR60JVJ PRwucritnvgslw 7t• .*. Ae••vl.nn 140 IF . a Lv/ t Oatilndlon Eby C.PAMINO 016 6324 CR 579 R FL 33584 ow, e. o. 1...... 'cel SEFFNE tO r..aq ram_ ire;rtTn;Ivr I•\ CTII:=f6QYi(TSIM!'IfS ii[•i:CAST-CRETE 8" LINTEL FABRICATION DETAILS n rair:li:nm:uveyr11l; 4-10vw1vrarnr.ri:rii7.lra'r n; liZr(11T7 r 91 /1!li<d:r.VT.I ririd 7 R 1K (1) IM 1 -IN arA1 1 CJLAL t,• CROW 15 IM Al 80M a,AA'' 7 AtiWL or= Rigg"= naro Y% R01AAL 43111 m PRwucritnvgslw 7t• .*. Ae••vl.nn 140 IF . a Lv/ t Oatilndlon Eby C.PAMINO 016 6324 CR 579 R FL 33584 ow, e. o. 1...... 'cel SEFFNE tO r..aq ram_ ire;rtTn;Ivr I•\ CTII:=f6QYi(TSIM!'IfS ii[•i:CAST-CRETE 8" LINTEL FABRICATION DETAILS n rair:li:nm:uveyr11l; 4-10vw1vrarnr.ri:rii7.lra'r n; liZr(11T7 r 91 /1!li<d:r.VT.I ririd 7 R MI S NIIANH-DARE COUNTY PRODUCT CONTROL SECTION DRPARTA•IENT OF REGULATORY AND ECONOVHC RESOURCES (RER) 11805 SW 26 Strcet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.eov/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. Tire 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 perforin 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) 4'1,611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig 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 Parr•iuo, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing tiro Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by (lie 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 manufachrre 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.. Tany 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'lnanufacturer 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 )E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 14-0903.03 MIAMI DARE COUNTY-r% '-'- Expirnf ion Date: 09/11/2018 1 Appr•ovol Datc: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1103-0605.04 A. DRAWINGS 1. Drawing Aro. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, AE.. dated Alarch 24, 2003 and Dr eming No. LT4612, tilled Cosi-Crele 4 ", 6" & 12 " Lintel Sale Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated rlforch 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on fler rral testing on 4", 6" & 12" Precast Concrete Lintels Filled and Ur j fled Alodels, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hanron, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2, Calc rlations for Cast -Crete hinlels, doled 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 Cast -Crete rllachine rllade Precast Lintels revised an rlliry 1, 2002. 2. Cast -Crete Quality Svstem Manual.for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, 0 08-0320.09 A. DRAWINGS 1. Drmwing No. FD4612, titled "Precast and Prestressed Lintel Details", sheel prepared by Craig Parrhro, P.E., dated rllareh 24, 2003 and Drmwing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated A/arch 24, 2003, last revision dated kfmch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aliand-Dade Count), Building Code Compliance Office. E. MATERIAL CERTII+ICATIONS 1. Alone. H6Wiy 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-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". street I of 1, prepared by Craig Parrino, P.L., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" d 12 " Lintel Sgfe Load Tables ", sheets l through 3 ol'3, prepared by Craig Parrino, P.E., dated 11,larch 24, 2003, Inst revision dated k1arch I1, 2008, all signed and sealed by Craig Par•rino, P.E., cit rllarch 22, 2012. B. TES'T'S 1. None. C. CALCULATIONS 1. Notre. D. QUALITY ASSURANCE 1. By t1-l1ami-Dade Comely Department of Permitting, Environment, and Regttlatory,4ffairs. E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Lester front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig P0171110, P.E., certifying compliance i41h the Florida Building Coda, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TE, STS 1. None. C. CALCULATIONS 1. iltone. D. QUALITY ASSURANCE 1. By Alianri-Dade Cortnty Departrrrent of Regrtlettor), (incl Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 10 ny A. Malcar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Explrntion Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining Aro. FD4612, titled "Precast turd Prestressed Lintel Details';sheet 1 of 1, prepared by Craig Parrino, P. E., dated Ailarch 24, 2003 and Drawing No. LT11612, titled "Cast -Crete 4", 6" & 12" Lintel Sqfe l..oad 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 sealer! by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 04/19/2014, pages 14.201 through 11.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miani-Dade Count), Department o%Regulatory mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi•an 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. He1qjFA. Mallar, P.E., M.S. Product Coulrol Unit Supervisor NOA No. 14-0903.03 Expiratlon Date: 09/11/2018 Approval Dote: 10/09/2014 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED TYPE "r sTmun CONCRETE UNTELS TYPE 'A4,1.1RRUPs TOP STEEL T. VL11lf7LJriVLr V I iUQ ttrSmt S I 1 . r r, 6'r 1i ri:iam WW"Wills! rrr s i o®IQ ^ir v'7FtiiL'1!o oo•mattarts:-tom vc:t[;nmr.ao s®iuir.•.iv c'i oma+al-- rdvet;r3omMLrno ievror aa C m ILUJIiZfzlrrrmw.:!m als-JrCSi[]C fa7 ooa[cu a`ua a-yeF,rr-„.: rrz rRrr>t©r aoJr •rrrt•Fc.oC2F-T z= mrtL^_ rOlc"F Eric®Kum rt 111" uIEA[la.o- Q7,C!rrxma mrtufDln1"a 1 r^7-7, in, r moacyo 511MA ra®[oc+r maaoalo ffL'fl KMJA atJ fffi{n VpGw iL' QiOa 6O i iii tiil J J: iS Ir l'1G mCwOl:`_m r k1Lr^_U..rA FIX-L-.JmCI]al rawm arm m afar)LSL1 ocis. c c maur:us=o av r,vno r oart>•rls ur iraanzrnr vnfrs. r r ; i r : i f5d rs'=L7f[S rafaSirT:?1aT7fiflS JL^J 'r'df'af7lTTllfd©a i'dr9r7lTfr7lf•rfC•7Ot<f rte.-n^•IrII YLrsrrrr i%,',[:;4f,i r•ri rr trl,,:rr.:ri lu:ocr r/ 7 rTns7 rrc rtan rars-rr$rvr rJ'7c$7rt11_;remr--Nn rraar ri ETCH [SiESC3r [L9ac:>I[J v©no aoroma He a r-i1_eo',.ue`[m©no • mesi rfarnria rtiavm rs•rtino frtvr*aC fncEwr atnrF nnlrr vfil'L^'RS!!727A ZF7 Una, rFY tiLiSL rr'SC7r2n ocyaa GGrc,cr,S!1f csrarta,:._uc>•v.::r •n pCIIF PIf C]I[Z laiir LY2 utL"!L]C1flC4ra s;c r ci r•rT-r au>.rc r-r.rl rl T-rr rfla rrn ca PARR wo rtr. • - • ' •- fP,uurwrylEgonr1, fI3CHCi Iaf7[[fad*T'-^O]C]fri11SL.16"nCi tn,rg," LL1L"!'iCSiOG71O rrr_.v crr rt rr N.7mr-n ms'mv ncmrirayrafvrt zz rte®®m lgMULDSEFF FL 335844. FL RE UC. • sm PRECAST AND PRESTRESSED LINTEL DETAILS fi' aa;,f•;i•ny:,i•„ C ST•- R<ETE f f s_f. f f GENERAL NotES 1) 1114Ad1: ra r WA4d rnW . 3000 Fd rc r a It'_ pose Epdd . WW r e.lann db (CIYIf A4Y 0i o ii oa rd wa e•^p•o^.dre nre1O 1000 1`i neer N AS1Y a1S Gw• W rnartsr W ASIY 0210 qp Y er S 2) Al Me 11w btla bow m "&;I w 4 bA e.Qw 01sAn4 Enuft mS''' edbb' ed' edcwa' sm glhlb11tlkis um 11/2 a11•& 3) F%. M rods ew .d b d)dh& 4) The awbr bPaedhob w wm on 0 A Mi4m, la pads 40 W auw ab(. Lis 142 "lltd6climA 1 1428 (.Ii) 1228 pl 1428{M S) a11nW1•mal r .ww ]eD ddla6ea Lst meet arliatw L/lIo 'MlaO1a o Um IS WW W "c"m Mdk4 Ow HxWO 8"14 Oad4 Sable 1601,1 a eryaww 4) Shoe Ilel 44b a r.W.& 7) 1' MW adb b be inlded e/ C 4arebe I,wwoebl ew 0) Y d(bO AmbamN d r dd sold a .* AM W adiAwk7d Yq/R MRhed dxlmedL e) lb de,yw wq ewW4 Xcudm ea bods Dem 0u wle bad b 0 y mbddb0 '.se rtdbq mm„m! w Aw d A-dw7 bom Ih• 10) N.R.. Rd •dee 11) &U m red emw ,ehv b be twee •t 0e Maas d 0b wd mey. TYPO MIIGNA10H r-nmmow/0.ee1:o 1 o°eia i F1% amd 12.16-28/2T 4 j .fe IACIq AZ101,rum g 2=0 a r oohs z4 -,,F.., cst 12) .9' 1ie' derh4 • n'd q out.q k •dd- at Amb b 0)hmo.m t .ati WOW a c m am i00'aM : ww .raw i+ codk* 14 1Wde WedmA bw#_Al M . b=lJ 24v . New hslzmldI.Only Allow wrW bad A"lw kdwAd b00 IDSd• 40icd bed i Ad1 hb.W 0d S 15) FW 0WA afte 6111 hdob eft eAaa Am eob bol bw ad b.w mqM elm 16) M enld WqW •el d,a•a %w $do bw (me Id lugs! 1.0 6 17) We bads Am evAab11e4w dw-ft bol& 10) Sell bads bvd es Mad *Sip 4ambs 1 FaAWM4 80pySfi ed AO ]1a 19) wlil•' ealetbi'dn w (QW AA e Ur Fabl L• sbbhhby b' dd edf8eeel SEE SAFE LATERAL TOW TABLES FOR LAAO RATING it, '•',; FOR EACH ADOMMK REINFORCED CMU } NLL COURSE r. 1) 15 REBAR FOR G' LWW 1/2' CUR TYP 12) 115 FUM FOR 12' LFTELS GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS 4--4-cm cm t'JL" • fLmno= ma 1Y Am= Y-6' (427 PRECAST 1180 4'-0' (487 PRECAST mm $agoow N010NK IR0111 789 12) .9' 1ie' derh4 • n'd q out.q k •dd- at Amb b 0)hmo.m t .ati WOW a c m am i00'aM : ww .raw i+ codk* 14 1Wde WedmA bw#_Al M . b=lJ 24v . New hslzmldI.Only Allow wrW bad A"lw kdwAd b00 IDSd• 40icd bed i Ad1hb.W 0d S 15) FW 0WA afte 6111 hdob eft eAaa Am eob bol bw ad b.w mqM elm 16) M enld WqW •el d,a•a %w $do bw (me Id lugs! 1.0 6 17) We bads Am evAab11e4w dw-ft bol& 10) Sell bads bvd es Mad *Sip 4ambs 1 FaAWM4 80pySfi ed AO ]1a 19) wlil•' ealetbi'dn w (QW AA e Ur Fabl L• sbbhhby b' dd edf8eeel SEE SAFE LATERAL TOW TABLES FOR LAAO RATING it, '•',; FOR EACH ADOMMK REINFORCED CMU } NLL COURSE r. 1) 15 REBAR FOR G' LWW 1/2' CUR TYP 12) 115 FUM FOR 12' LFTELS GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS 4--4-cm GRAVITY TYPE LENGTH 4S8 Y-6' (427 PRECAST 1180 4'-0' (487 PRECAST 959 4'-C (547 PRECAST 789 5-10'(707 PRECAST 460 6'-6' (787 PRECAST 360 7--6' (907 PRECAST 260 9'-4' (1127 PRECAST 156 10'-6'(1267 PRECAST 116 12U8 4_8,14Rm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 Y-6' (427 PRECAST 687 371 4'-0- (487 PRECAST 597 320 4'-6' (547 PRECAST 529 258 5'-10'(707 PRECAST 407 148 6'-6' (787 PRECAST 366 118 7'-6' (907 PRECAST 280 87 9'-4' 11127 PRECAST 187 55 10'-6'(1267 PRECAST 152 0 121`8 12F12 121`16 iia •. 6U8 61`8 61`12 61`16 • • t': :' 1'..• z':• : k.:«• : Jim 6 /'('•.,• S=yti 1'l: Y:•: 0,H, 4S8LVF ' r.w •. : 4S6 :• t: ; v. fl • 12F28 12F24 12F20 wvmmFROOUCI L, ; 51 zl, i,,' •7Y. uW Nli^Q MiN Ou FNafGaST , F v 11rdz p f j f /y•J ll A CRAIG PApRINO p NoGWoR4dp e L4_- _civ °; gR•' pJ". 8724 CR 579 /P 6F32 6F28 6F24 6F20 'O, jO.. AJG•.` SEFFNER.FL 3M e aacbnh•,• ejp VAL1ee. FL P.E UC. "0.44756 ufYOER OF -CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ORD—a—,ra IIAY( aFAru 1d Deans m 10Fa11 uaAa ?cur ws I mc: 3/24/01 1 amo 1`h wx primo. 11. - AEG d0. 44731 1 alinrwft uall swa I or 3 SAFE GRAVITY LOADS FOR 6" PRECAST U -LINTELS FORSAFEoLATERALIi u iS SAFE UPLIFT LOADS FOR 6• PRECAST U -LINTELS 4MM-0-9m SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-18 61`12-I0 6F16 -I061`20-16 6F24-18 6F28-18 SF32-18 S-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (461 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 U97 9357 5'-10-(701 PRECAST 1067 1260 2198 3557 5734 7221 1 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2850 4328 1 6737 8297 9151 Y-6- (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 V-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 566 895 1270 1706 2236 2698 3747 tl'-4'(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2236 2808 13'-4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(1681 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2061 PRECAST N.R. 1 299 455 620 794 985 1198 1437 1) THE NUMBEI6 IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AWED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES — SHEET 1 OF 3 M M1m Of 1 bx 4v4v' .1 448 f.4,1" SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCM S-6' (421 PRECAST 587 1055 596 4'-0' (401 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5-10'(701 PRECAST 300 350 198 6'-6- (761 PRECAST 263 496 1 157 7'-6' (901 PRECAST 222 367r74 1222 9'-4' (1121 PRECAST 173 35210'-6'(1261 2736 PRECAST 151 27611'-4-(1367 1097 PRECAST 139 311 2791 12'-0'(1441 PRECAST 131 277 44 13'-4'(160') PRECAST 117 223 35 14'-0'(1661 PRECAST 111 202 32 17'-4'(2001 PRESTRESSEO N.R. 130 21 SEE GENERAL NOTE 18 WO& r. Cwss. SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 61`8 -IT 6F12-11 61`16-11 6F20-11 6F24 -1T 61`26-116F32-11 S-6' (421 PRECAST 1412 2074 27153356 3997 4638 5279 4'-0' (451 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (781 PRECAST 723 1097 1437. 1777 2117 2457 2791 1-6- (901 PRECAST648 663- 1249 1544 a 1840 w 21350 2431 9'-4' (1121 PRECAST 575 57104 980 cp 1252 1492 1732 1972 16-6'(1261 PRECAST Su 462- 767 to 1121 66 PRECAST 474 404 685 985 645 12'-0'(1441 PRECAST 454 367h1 619 of 866 06 13'-4'(160') PRECAST 402 308 516 imp 736 v f247 14'-0'(1681 PRECAST 368 285 475 677 14517'-4'(2081 PRECAST 253 ty 208 336 476 03 THE NUMBERS IN PARENTHESIS ARE PERCDR REDUCHONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 Rl r'v CRAIG PARRINO SW4 CR 679SSNAI.E,, -.0 SEFFNFAFL 3356e FL. P.E.MNM4475 PRODUCrRIri199D uwI kaMiO i4, Fl rich AA Z CAST -CRETE 4", 6" & 12" LINTEL SAFE LOAD T lu ax. amu -14 1 otm 4Y: au um I snit Ku. SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS wF44Mw SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1206 ta-28 mi -28 12F16-28 1N2o-28 w4 -2e UR8-2e 12FJ2-2B S-6' (427 PRECAST 3428 5000 5836 7619 9352 11060 112755 14438 4'-0' (487 PRECASF 2923 4232 5638 7619 9352 11060 12755 14438 4'-6" (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14136 5'-10'(707 PRECAST 1612 2320 3218 5234 8487 11060 12755 1444 6'-6' (787 PRECAST 1383 1986 2679 4196 6421 110032 12755 144 7'-6- (907 PRECAST 1138 1628 2131 3218 4678 6756 9763 1352!( 9'-4- (1127 PRECAST 795 1216 1535 2230 3063 4167 5693 7552 10'-6-(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 I1'-4'(1367 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-0'(1447 PRECAST 456 878 1073 1513 2020 2617 3333 4206 13'-4'(1607 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(1687 PRECAST 321 720 865 1204 1564 2017 2451 3106 17'-4'(2087 PRECAST N.R. 451, 631 8810 1141 1428.j 1750 2102 19'-4'(2327 PRECAST N.R. 343 477 A 700 925 1152 i3Wj 1609 I) THE MNM N RWMSS AAE PENCON 10D1=M0 FOR OWE 40 REUN ADHD RENIC SEE WIER0. MME M 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U.LINTELS 4 411A7 4Nea SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE UR06 126F6-281216'10 IBV14-21 IVAB-17Ri4i- 121126- INN -if 4'-0 (527 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 4'-6- (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8' (687 PRECAST 1347 1841 3555 6395 9640 11669 13679 I 5'-IO'(707 PRECAST 1259 1758 3361 5954 9358 11669 13679 15 6'-8' (607 PRECAST 924 1430 2633 4415 6884 103 1257 1480Q Y-6' (907 PRECAST 703 1203 2157 3494 5259 7922 9623 11 T-8' (1167 PRECAST 389 843 1451 2157 3203 4421 5417 6380 ADS In a PLF 4'-4' (527 PRECAST SAFE LOAD PLF LENGTH TYPE 12U8 12F8 R'Al 3'-6- (427 PRECAST 1295 4841 393 4'-0- (487 PRECAST 1295 4841 299 V-6' (547 PRECAST 1049 3922 2417 5'-10'(707 PRECAST 681 2547 155 6'-6' (78') PRECAST 579 2167 1231, Y-6' (907 PRECAST 474 1771 914-, 9'-4' (1127 PRECAST 355 11326 58 10'-r(1261 PRECAST 306 1143 454, 11'-4-(1367 PRECAST 278 1041 3806 12'-0-(1447 PRECAST 260 971 34 13'-4' (1607 PRECAST 229 857 1 278 14'4'(1687 PRECAST 216 809 251 lY-4'(2087 PRESTRESSED N.R. 63 16744 19'-4'(2327 PRESTRESSED N.R. 534 130 PLF 4'-4' (527 PRECAST 12951 3692 25834 4'-6', (547 PRECAST 1213 3458 2417 5'-6' (687 PRECAST 784 2236 1 5'-10'(707 PRECAST 747 2129 155 G-8' (807 PRECAST 602 1716 117 7'-6' (907 PRECAST 504 1438 914, V-8' (116') PRECAST 1 355 1 1011-(45 9ft„ SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS 4cmw_*w" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IIF6-21 12F12-2 12FI6-2112F20-21 12F24 -1T 12F26 -21 1932-V S-6' (427 PRECAST 2752 4287 613 6938 8264 9589 10915 4'-0' (467 PRECAST 2389 3721 4572 6023 7174 8325 9477 4'-6' (54) PRECAST 2113 3291 4310 5326 6347 7365 8384 51-16'(707 PRECAST 1623 2527 M 3310 4092 4875 5658 6441 6'-6' (787 PRECAST 1444 22 2972 3675 4378 5081 5784 T-6' (907 PRECAST i267,j 1767 25 3194,j 3805 a 4417 5028 9'-4' (1127 PRECAST 1028 j 1171,. 2006 2590 3087 3583 4079 10'-6'(1267 PRECAST 920j 947 1612 2281 2764 32091, 3653 1)'-4(1367 PRECAST 858 829 1404 1982 2441 2902 3364 12'-0'(1447 PRECAST 814 753 1269 1788 2201 2616 3032 13'-4'(1607 FREW 678 633 1057 485 1826 2169 2513 14'-0-(1687 PRECAST 622 586 974 1365 1679 1993 2309 17'-4'(2087 PRECAST 434 427 695 961 1182 1402 1623 19'-4'(2327 PRECAST 366 370,4593 8174 1002 1167 1372 W Inn MNRfs IN muffif{YS MD R/Qm IYmcws fOR CdDE 40 fV0 ADM KM SEE CDVAL ME 1m 4 SAFE UPLIFT LOADS FOR 12' PRECAST w/ 2" RECESS DOOR U.LINTELS 4'a".469" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 18E6-21 ISM RW14-2 2WI 2 17042-2 tM26- 126F30-2 4'-4' (527 PRECAST 1626 2685 3746 4806 5857 6928 7989 4'-6' (547 PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8' (687 PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10'(707 PRECAST 1173 1984 1, 2769 3553 4338 5123 5908 6'-8' (607 PRECAST 10201 1538 2426 3114 3802 4489 5177 7'-6' (907 PRECAST 904 122642163 2776 3390 4003 4617 o9;,8' (1167 PRECAST 7a3,j 771 1472 2181 2663 3145 3628 Fl IM MIIWM It PMUMMM ANE MMMT 1®XMG FM acc vcnuva WIL 4o -Q3^ ,. • •. •: KMKAS N PAFEN01M ARE R1CM FULCM fal am 4o fELD AWED FM%lt SEE CENM NOTE 110 4 .` G[_. ENS' • 40 F1[1D ADOM KINIM SEE CLMk NONE ND. 4 447 PRODuct ar.Vlsen tlodins cRt4ri1h 16e 1.1N fAa - BiildiA'o04 E F RMPA NO SffR46R: 339MMmoltlaEe ues ,y SEE GENERAL NOTES —SHEET 1 Of 3 aaa felt. E`` PLP.E4;1MO.p6M NO .,, N REVISION A. ° rOF k - CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 1OE MYC pSllE/-14 011119 IT: JMM A010-0YJIE: Tr' •'.' 1".: .WJi ale!/:VOf CKM 0h an ?ARM P.E. - IDL Y0. 4031MIA U412 E0m 3 Of 3 MIAMI- 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.mlamldade.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. FDR, 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 Pan•ino, 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 bo 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 H 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. 16-0126.03CMIAMMADECMOUNTYExpirationDate: 05/21/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 096-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 81' Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06/07197, revision #4 dated 04/28198, sheet 1. of 1, both drawings signed and sealed by Craig Parrino, P.E. R. TESTS 1. Test report on,Jlexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30197, signed and sealed by Christopher A. Ramon, P.E. C.• CALCULATIONS 1. Calculations for Cost -Crete 8 -inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8 -inch Lintels, dated 11/11/96,'45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report 458-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report 484-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M] 9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196for #5 rebar by Birmingham Steel Corp. 1 ayt ny A. Makar, P.E., M.S. Produc ontrol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . • None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-S29-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 4. wze:lle 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 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 02/20/2006, 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 Hd5r6 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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/03/2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory 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 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 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. w dzz'e_ H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/2112017 Approval Date: 04/28/2016 E-5 j -1 AST RETEo HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS MIODUC[RINMED ES C00071r+..3M Ihd STordt Owldlet Cbh •, _ 7/32'/ 9A SnRRUPS TYPE "A' STIRRUPS TYPE "A" STIRRUPS < n 7/32"f BA SnRRUPS 6 1 UN RUP DETAILS STIRRUP DETAILS w sr.Ia i STIR Dam or s Ir..K AKm YODs mE •r aria. YA EUE uow IfR '1• UWR/l Nn r.. I ero6 J 0 —Tj' M KCY 1iLLL MEC.—K lRi EL REINEORCI [ E1tM itlN YOtEL .' IA RdU tM4: 017 M ti /I.rYI. /tri •r /IIMar PREc1REcc[M LINTEL 1NEM "'6 1R 1NTION YotEl rRO MOrR[URY proRYATRIN a MOWED PMI MOW0 AMNOVAE. It O r9011=0 tY o0MMQMT TANS AMC rJutml DE RDS W= OR 961CM90 011MM 11M MM MMTIEN CNSDO Or CAII-CWC USS, Wt- ran 0E01 mw Smu 7/St M ASIY 43191 IS. K AND IS RLOY OWL ld WY .[131 7/10 um OWMIM 17CLM YIq.Y1YMu Mt31t6311M SWAM AIM AAIB. f. cocurc iUDm11e1 r.. 0000 to rtr t• Plutu13U 1411". r. .4000 m Mr ALL NEWT a Mal tffw. aUILVAL ME314M SOK[ wo a S;Spo 1m Svp.mm rE[S mmo a 1RNC1 111E lona NwerA or WITIM M flog= 5 COONIEO MASON ERM/ EACH ao or TRE rOMMU M CAOO rot CUSM 100. Or SPRI M a E. T401 INE Runolm CAFE Nm6 slim t 1111ran flou EACII Elm. a ra MOR" or rar7Ra nw now rn Eum Or CM[ROC NAY K um RI Ild or PR64L:Mo SAM amucrOlu OAOE M $Um urlrm AND IYIMYNo ralcm ENS ' , •, PRODucrlth"Am D o4 ft io&- F>o/Id3 IEOc No!¢0 03.0 CmIOEY 2.e1i 0 Q ` CRAIG PARPoNO 19-:. ; t O R o•..\C• NEER.FL3SEFFN3M u.r a o /O ENG•`` FL.P.E.UC.NO.44759pr/ NAL I." CAST -CRETE 8" LINTEL FABRICATION DETAILS ip SEE(f 1 m 3 I l 2 1 Tf+--{!7YI.Y11[q!bii. rtirliri ii:+L'3•.Ca1:ItKIR Yt1: i(.)iii i'1.1 f: T. s ElGlii Omi F3GSi tk:>a f ti:i.:.1TF'.'f!l7liL EES Si Q D oarom[sarorraatiartuaen tir su+a omr Imma arsa:ualm's:s:.s Vt vas 4c•rm rt3mrldi:fR a[u:3Cn!Pd!r,r 1 oc vt t rte ll'„ •n+s;-.r[s[no f1t91 [f5i i'7lilJ• rz + "+I: B;'4.1'fJ n C1 F'+0 Dam or s Ir..K AKm YODs mE •r aria. YA EUE uow IfR '1• UWR/l Nn r.. I ero6 J 0 —Tj' M KCY 1iLLL MEC.—K lRi EL REINEORCI [ E1tM itlN YOtEL .' IA RdU tM4: 017 M ti /I.rYI. /tri •r /IIMar PREc1REcc[M LINTEL 1NEM "'6 1R 1NTION YotEl rRO MOrR[URY proRYATRIN a MOWED PMI MOW0 AMNOVAE. It O r9011=0 tY o0MMQMT TANS AMC rJutml DE RDS W= OR 961CM90 011MM 11M MM MMTIEN CNSDO Or CAII-CWC USS, Wt- ran 0E01 mw Smu 7/St M ASIY 43191 IS. K AND IS RLOY OWL ld WY .[131 7/10 um OWMIM 17CLM YIq.Y1YMu Mt31t6311M SWAM AIM AAIB. f. cocurc iUDm11e1 r.. 0000 to rtr t• Plutu13U 1411". r. .4000 m Mr ALL NEWT a Mal tffw. aUILVAL ME314M SOK[ wo a S;Spo 1m Svp.mm rE[S mmo a 1RNC1 111E lona NwerA or WITIM M flog= 5 COONIEO MASON ERM/ EACH ao or TRE rOMMU M CAOO rot CUSM 100. Or SPRI M a E. T401 INE Runolm CAFE Nm6 slim t 1111ran flou EACII Elm. a ra MOR" or rar7Ra nw now rn Eum Or CM[ROC NAY K um RI Ild or PR64L:Mo SAM amucrOlu OAOE M $Um urlrm AND IYIMYNo ralcm ENS ' , •, PRODucrlth"Am D o4 ft io&- F>o/Id3 IEOc No!¢0 03.0 CmIOEY 2.e1i 0 Q ` CRAIG PARPoNO 19-:. ; t O R o•..\C• NEER.FL3SEFFN3M u.r a o /O ENG•`` FL.P.E.UC.NO.44759pr/ NAL I." CAST -CRETE 8" LINTEL FABRICATION DETAILS ip SEE(f 1 m 3 B SAFE GRAVITY LOADS FOR S" PRECAST wl 2" RECESS DOOR U -LINTELS slst-Ciera SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE erT6 se 81FIo-0e earl -se erTle se atTn ewe alr3o-se LENGTH SRUS 667o -1e •lo-te M4 -M 6VII-1e MR-ro 1111796-111 eer3o-le 4'-4' S PRECAST 1835 1749 1691 3355 3699 3769 57D9 4346 6639 5421 6060 6493 94n 7567 10693 4'-G" 54 PRECAST 1494 ISIe 1150 39113 3699 2992 5200 3966 6039 4916 11080 5224 K79 6540 10093 5'-11' (667 PRECAST 866 p It07 1770 2: 1716 4567 n» 67119 1115 3101 7917 3966 9311t. 5'-10' (707 PRECAST 810 669 1653 1640 2124 2649 3174 3700 5'-70.(707 PRECAST ass 1113 2342 4242 11679 eo110 7101 070011 6 -8' (607 PRECAST 797 901 Sol 1025 1625 3120 3120 5016 5016 7747 7915 944 9479 7360 1 7'-6' (907 PRECAST 669 755 7499 1490 2456 2450 An 3776 5743 5743 n. 5223 1009 l 161 PREG7Sf 411 455 526 999 9!! 1356 1366 lay 7751 3129 3119 4091 1150 3146 6691 SAFE LATERAL LOADS FOR All sm rsaT.d 9.0rrWQQ nnnn 49.1 II3rm s m SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RC14U 4'-4` (521 PRECAST 758 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-8' (687 PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 E" -S' (807 PRECAST 595 788 464 7'-6' (901 PRECAST 509 674 363 9'-8' (116) PRECAST 370 490 214 THE NUM&S IN PAREIMIESIS AGENERAL PERCENT REDUCTIONS FOR CRADE 40 ' SEE GENERAL NOTE 18 ADDED REBAR FELDCFNERAL TYPE SUG-IT MIO -1 W14 -IT elvl6-1 elm -11 NOTES 11 IYWde 11) U0.b dc w'iftp On6r b7.4d. d er .n& b mrYL A r peed kW - 4000 W a'-4' (527 PRECAST rc pe44•ed Sold - 4000 N r. a.d - me 3 wvf a 99 IS) W .d• . Rd= d fakir bb10 k ede6e nk do bee Ov w d., Pow :.m +. ah .n n6a .1.. 4r Aw ...o. N. llp .1 IItIk11O1 401Yleldla.Yb/ NMI, / rIv1f G119f{.lir4 1900 Od aier w A191 itsW.d. 60 y-,y ,/..• 14) b b b.ld e'..s.a.d7 4946==4A. VM I. %I 9.-..• bb daAl es dsdd a U. QA TM k/i; d. !10 ti rckuls AemddAS01366rd .e6W 6V Ia¢d MI W..alkd led + 3d. bwtw" b1 i IA2) At 491. bed Wo 04x1 a aY m 4 1 d owl3d bwVq. Em=bm > b e6 6 no mt k• 15) ra eWfU b Wd kdps at dao m ah bd &m ad bu bdW 4Mkdam 2939 3607 16) ra Sold kn um d Aa.66 mu de NW Okra eel bv"& Imp ea& 3) r1.dt14 Y ebU, kd ad led lad& 17) 9i bW map dv w dowliY M4 4) 9r ®®18W ae kdcdn redrlla Hr 10) Sok be*, Wd a nrud dWp er*4 wyAn 3304 W 40 318 aUys 4pr..¢. i26 1.16 ieMetww ein 16173 (.l J -6001 p0 n q 19) ril wd .aretM. a .O. Om0.9 iker. IM Yd S.a yHldr kmrelflaM 3) b =1009=01"m ddbdhs w bw d6A 1T 4• Chi 40c6eo .-MM 407a u.1M0o 6at6 6) 77bn 6094 Ddb a n41fa6 7) an 17 nbr mw M e*0" re In 15 n0e4 10 6) uun1.1(( 6.4w ay W"I..aewmf we t..n, w 4m b.d wns by Laedva mU;.F mod ad dee d d -em Lw 0. 10) 93L - w bb0 11) edb. ON •eklnSe to 64 kc" a ON Wbe d n. Edd ..r97. 1/2' CUR T SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U4JNTELS CAT SAFE LOAD - POUNDS PER LINEAR FOON31440TYPESUG-IT MIO -1 W14 -IT elvl6-1 elm -11 al LENGTH 611ro-2r wo-27 66794-21 ee Ie- eau -21 ems -21 a'-4' (527 PRECAST 605 865 76511 1686 2352 2361 3055 30% 3751 3751 4443 4445 4'-6' (54') PRECAST W7 1604 nn 2939 3607 4x75 eel 1604 nn 2331 3607 4215 5'-8' (687 PRECAST 675 1797 2326 21154 33112 3911 1173 1269 1767 2376 2854 1 33112 3911 5'-70.(707 PRECAST ass 1207 1746 I= 2773 3786 2799 656 1217 1746 2258 2773 3716 2789 v-8- (607 PRECAST 570 MM I 530a 1980. 2429 7978 30 90 10e6 1 1530119116 x4nx1179 3329 7 -6" (907 PRECAST 706 742 IYA 176f 2166 2567 2966 505 11911 1364 1765 2166 2557 29Se 9'-8'(1161 PRECAST 355 466 W4 1222 1310 lose 2180ii 395 s99 ion 1366 17o1 x649 0 SEE SAFE UffRAL LOAD MES FOR EGAD RAM $F32 BF26 RMFOO CW M4 ML COURSE MtOD4CrpzmRwE0 05 FEW ew,1o.&.i1n10.F7miL n THE MSERS IN PARENDIESIS ARE PERCENT REDUCIR)NS FOR GRADE 40 FIELD ADDED Rim SEE 05VAL NOTE NO. 4 1!L 0) am TYPE DESIGNATION 1 S1H p 8flfi r.mm=470016/0.WAWw ra6Atnr or p d29A6 Al I IOr196 ar MIX o411r dolau eoln- -•aowm or m911LL 1Wi10 w FS am Al TV r. • SEE SAFE UffRAL LOAD MES FOR EGAD RAM $F32 BF26 RMFOO CW M4 ML COURSE MtOD4CrpzmRwE0 05 FEW ew,1o.&.i1n10.F7miL rR 011CT ItDVUIy o.44 - ouRd IA.rAerea 71: • F • tk - A 1149 .I rw 4.en T CRAIG P'` 6324 CR579 r el0aarNSEMER.FE 93584 I:fT iii 111T 1rHI1ii(T frY/ i:Y4T / CAST—CRETE FABRICATIONDETAILS Tra:r.l .ida l:la rryra: lrr9a.T:•,,,y , Z, '", `'1} c ra:rrr:rd:7a77r;1•i n; YiZy(rRit - .. r.•ard:r.71'r>r:avlH ilir/dT:l L\L!9[H7719:7];lYlR1Ul; __ rr ru f J 1!L 0) am 1-1/2• grA6 r'• `:• cry •' i p etc t. CYe. r. • L IS EMr Al mm wum vm 4d/4 444.4 44 7 mm r sopor sawm= ROM 14 1060. wan ig rR 011CT ItDVUIy o.44 - ouRd IA.rAerea 71: • F • tk - A 1149 .I rw 4.en T CRAIG P'` 6324 CR579 r el0aarNSEMER.FE 93584 I:fT iii 111T 1rHI1ii(T frY/ i:Y4T / CAST—CRETE FABRICATIONDETAILS Tra:r.l .ida l:la rryra: lrr9a.T:•,,,y , Z, '", `'1} c ra:rrr:rd:7a77r;1•i n; YiZy(rRit - .. r.•ard:r.71'r>r:avlH ilir/dT:l L\L!9[H7719:7];lYlR1Ul; __ rr ru f J 4/28/2017 Florida Building Code Online I^,1dl,o',rp,'afrrj r•`. rr IlioNl`'1'3ro?;1i%I It_`i UJIf RY7l:r fli r -aJ 7r"Gr`ie [pph St•((I:lt'S r'fl•Iti1Ct a.IH I/.t SCIS Home Log In User Registration Hot Topics submit Surcharge Slats S Fads Publications FBC Staff BCIS Site Map Links Search p Product Approval4^jNr USER: Public User Product Approval Menu > Product or Application Search Application Ll > Application Detail FL # FL3792-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature I Technical Representative Address/Phone/Emal I Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco•com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year Miami -Dade TAS 100 (A) 1995 Product Approval Method Method 1 Option A httpsJ/www.floridabuilding.orglpr/pr app dB.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGO6zyYnmkp/aid 1/3 Date Submitted i Date Validated Date Pending FBC Approval Date Approved Date Revised k • I i htips Awiw.fl or i dabui I di summary of Products Florida Building Code Online 09/30/2015 10/06/2015 10/09/2015 08/16/2016 FIL # Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certiflcatlon Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11 - Approved for use outside HVHZ: Yes 0602.02, Ddf 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 EL3792 R8 11 Lomanco 135 - 2000 PV - NOA 11-0602 02 odf Roof Vent shall be installed over composition shingles roofs 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.Ddf Created by Independent Third Party: Yes Verified By: Mlaml-Dade 8CCO - CERshallcomplywithapplicablebuidingcode. 3. Lomanco's 3792.2 730 Roof Lower Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11 - Approved for use outside HVHZ: Yes 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 FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.0f shall comply with applicable building code. 3. Lomanco's 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 F13792 R8 AE Lomanco 700 Series - NOA 11-0602 04 Ddf 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 FL3792 R8 C CAC Lomanco 700 Series - NOA 11 - Approved for use outside HVHZ: Yes 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 FL3792 R8 II Lomanco 700 Series - NOA 11-0602.04.Ddf Verified By: Miami -Dade BCCO - CERshallcomplywithapplicablebuildingcode. 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 Ddf 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 FL3792 R8 C CAC Lomanco 700 Series - NOR 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 FL3792 R8 II Lomanco 700 Series - NOA 11-0602 04 odf Verified By: Mlaml-Dade 8CCO - CERshallcomplywithapplicablebuidingcode. 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 Ddf Created by Independent Third Party: Yes 3792.5 1770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC NOA 15-0709.09.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/04/2020 Design Pressure. N/A Installation Instructions Other: FL3792 R8 11 NOA 15-0709.09.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports rig.org/pr/pr app otl.aspx?param=wGEVXQwtDgsFgPhXoLmz9PGboVdikEk7oGQ6zyYnmk%3d 2/3 4/28f2017 Florida Building Code Offline FL3792 R8 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes f0eck n Kc Contact W :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO.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 mail to this entity. Instead, contact the office by phone or by traditional mall. U 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 wrier Chapter 455, F.S., please dick here_. Product Approval Acceptat Ra® Credit Card Safe httpsJAvww.floridabuilding.orgfpr/pr_app rill.aspx9param=wGEVXOw(DgsFgPhXouzz9PGbeVdikEk7DGQ6zyYnmk%3d 313 MIAMI•faADE fa111R1 MIANII-DADE COUNTY Q; PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIV191ON Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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 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. 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 I through 4. The submitted documentation was reviewed by Alex Tigera. m NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTs. MAN UFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 2$.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 Aeency/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM -011-02-01 04/05/06 NOA No.: 11-0602.02 MIAMI•DADECOUNTY Expiration Date: 08/17/16 FJJWKAOI 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 tluoat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofmg 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. l" 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 IFree Area: Refer to manufacturers published literature LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 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 MIAMI-DADECC, tm Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomalncool 2000 Power Vent PART # ITEM REO 6ESCRIP IION MAIERIAL MAI 1Vf 0201-501 1 I DOME 0321 0025 X 7.8 50 X 28 50 5005-0 AL 3 250/ 0201-502 2 I BASE 0321.0025 X 20 X 23 5005-0 AL 1840# 0201-503 3 1 RAMSHIELD 0191.0025 X 19.50 X 19.50 5005-0 AL 9130 0410-501 4 11 BRACKET 16 GA. X 1.250 X 7.580 CAL V. STEEL 195# 0201-507 5 1 SCREEN 07.9 X 5 X 41.375-8X8 MESH PERM-A-KOTE 1404000165 6 12 RIVET 3/160 X 7/32 OVAL HO. AL 1405000281 7 3 SCREW 114 Y. 1/2 HWUHO TYPEM -AB" ZINC PLT y1U END OF THIS ACCEPTANCE NOA No.: 11-0602.02 MIAM1•DADECOUrrry Expiration Date: 08/17/16 Fjuyatrnlj Approval Date: 08/17/11 Page 4 of 4 MIAMI•DADE MIAMI-DADE COUNTY haibifimu PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTME, NT (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"%,%v.miamidnde.eov/buildine/ 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 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. ENC 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, Loroancool 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. TERM]NATION 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 Oficial. This renews NOA# 06-0501.11 and consists of pages l through 4. The submitted documentation was reviewed by Alex Tigera. eo- lwv_ NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Ventilation Material: Alwninum 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.. 11-0602.02 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 sank diameter as the ventthroat 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 %i". 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, 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, Lomancoo12000 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•DADECOUNTY Expiration Date: 08/17/16 W"'forlJoy Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART ,q 17EM REO ULSCRIP)ION MATERIAL MAI WT 0201-501 1 1 DOME .0322.0025 X 28.50 X 7.8.50 5005-0 AL 3.250® 0201-502 2 1 BASE .0321.0025 X 20 X 23 5005-0 AL 1.840# 0201-503 3 1 RAINSHiELO .0191 0025 X 19.50 X 19.50 5005-0 AL .913# 0410-501 BRACKET 16 GA. X 1.250 X 7.580 GALV. STEEL .195# 0201-507 5 1 SCREEN .0211 X 5 X 41. S75-BX8 MESH PERM-A-KOTE 1404000165 6 12 RIVET 3/160 X 7/32 OVAL HD. AL 14050007.81 7 3 SCREW #14 X 1/2 HWUHD 7YPEM "AB- ZINC PLT END OF THIS ACCEPTANCE NOA No.: 11-0602.02 MIAMI•DADECOUN Expiration Date: 08/17/16 aw • Approval Date: 08/17/11 Page 4 of 4 MIAMI- 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.eov/buildine/ 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 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. NOA No.: 11-0602.02 MIAMI•DADE COUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Category, Roofing Sub-Cateeory: 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 L' omancool 2000 Power thennostat with a aluminum bood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test A ncy/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 arrow 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 '/2". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturcrs published literature LIMITATIONS: 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 MIAMI•DADECOUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancoo12000 Power Vent PART d ITEM KO UtSCRIPl10N MAIERIAL MAr WT 0201-501 1 1 DOME 0321.0025 X 78.50 X 28.50 5005-0 AL 3.250/ 0201-502 2 1 BASE 0323.0025 X 20 X 23 5005-0 AL 1.8408 0201-503 3 1 RAINS141ELD 0191.0025 x 19.50 X 19.50 $005-0 AL 9138 0410-501 4 3 BRACKET 16 GA. X 1.250 X 7.580 CAM STEEL 1958 0201-507 5 1 SCREEN 028 X 5 X 41.375-8X8' MESH PERM-A-KOTE 1404000165 6 12 RIVET 3/160 X 7/32 OVAL HD. AL 1405000281 7 3 SCREW 814 Y. 1/2 HWUHD TYPEM -AR- ZINC PLT END OF THIS ACCEPTANCE NOA No.: 11-0602.02 MIAMI•DADE COUNTY Expiration Date: 08/17/16 Ljwfrnbl Approval Date: 08/17/11 Page 4 of 4 4/=017 Florida Building Code Online 5 IRe— SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats Facts Publications F5C Staff SCIS Site Map Unks I Search Product Approval USER: Public Userdbr Product Approval Menu > :=L;b > ApPilrAtion Lis > ApplicaMn Detail FL # FL12328-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 230S kerri–eden@tamko.com Carter Lea carter_lea@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 230S kerri_eden@tamko.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 Equivalence of Product Standards Certified By Sections from the Code https:/ANww.floridabuilcfing.org/prlpr_.pppjU.aspx?param=wGEVXQwtDqtF2AezuarjgOlAramDGm5e%2bS/*2baRvkOl3ThCOriWi58TQ/3d*/3d 1/4 Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R7 COT TBP14001.3 2014 FPA TAMKO Underlay me nts- FINAL, pdf Referenced Standard and Year (of Standard) Standard Y-= ASTM D1970 2009 ASTM D226 2006 ASTM D4869 2005 ASTM D6380 2003 Equivalence of Product Standards Certified By Sections from the Code https:/ANww.floridabuilcfing.org/prlpr_.pppjU.aspx?param=wGEVXQwtDqtF2AezuarjgOlAramDGm5e%2bS/*2baRvkOl3ThCOriWi58TQ/3d*/3d 1/4 4/2812017 f.•7 r4•'• •r y4 r.•c. ' a ig Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 08/23/2016 08/23/2016 08/25/2016 10/13/2016 0 Sium'mary'_of Products FLPModel, Number or Name Description I 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules 1 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. Installation Instructions FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Underlavments-FINAL.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlay ments-FINAL. odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated'organic underlayment Limits of Use- Installatlon Instructions Approved•fof use In HVHZ: No FL12328 R7 II T13P14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlayments-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. Ddf Created by Independent Third Party:'Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TSP14001.3 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 U nderl avments-FINAL. odf Created by Independent Third Party: Yes 12328:4 Moisture Guard Plus`: A self=adhering mbdified'bitumen undeilayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FLIZ328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes' Underlavments-FINAL, odf Impact Resistant: N/A Verifled. 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 FL12326 .R7 AE TBP14001.3 2014 FPA TAMKO Underlavments- FINAL, Ddf Created by Independent Third Party:'ires 12328.5 I No. 15 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.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 12328.6 No. 15 UL Asphalt saturated organic felt 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 0 https:dwww.0oridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwIDgtF2AezuarjgOlAramDGm5e%2bS%2baRvkOl3ThCOrPNi58TQ%3d%3d 214 4/28/2017 r, rt•' rt y r.• jos J_Yyfrty'. ' orfi4l{ y' i' ;%L„ 'sr {M 7 'r 1,,, ,t •;ate 4.13 ),:7; F r:.tr;,:• SL •' l ti hi: • ; . is .1'S- _ ham• 1 Florida Building Code Online 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. Ddf 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 FLIZ328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. Ddf 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 FLIZ328 R7 11 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 Cre'ated•by Independent Third Party: Yes Other: See evaluation report. for limits of use. Evaluation -Reports FL12326 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. Ddf Created by Independent Third Party: Yes 12326.9 TAM -FELT Alternate to ASTM D 226, Type II underlayment 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. odf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes , Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavm encs -FINAL. Ddf Created by Independent Third Party: Yes 12328..10 W Metal.and•Tile Underlayment self -adhering modifled'bitumen underlayment Limits of Use Installation"Instructions Approved'foruse In HVHZ: No. FL12328 R7' lI TBP14001.3 2014 FPA TAMKO Approved foruse'outside HVHZ: Yes Underlayments- 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 Ilmlts'of use.. Evaluation Reports'.. FL12328 R7 AE TBP14001.3 2014'FPA TAMKO . Underlavments-FINAL. Ddf Created -by Independent Third Party: Yes 12328.11 17W Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 lI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Under lavments-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 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1B24 The State of Florida is an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Pdvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, ernall 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 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 click I!4L. Product Approval Accepts: E.. E htipsJ/www.8oridabuilding.orgipr/pr app dll.aspx'"ram=wGEVXQwtDqtF2AezuarjgOlAramDGm5ea/o2bS%2baRvkOl3ThCQrIWi58TQ%3d%3d 34 428/20» Florida Building Code Online Credit Card Safe hUps:/Mw.Ooridabuilding.org/pr/pr app m%2bS%2baRvk013ThCQrPNi58TQ%3d%3d 4/4 Certificate of Authorizationion bur Drive 9824CREEK17520EdinburghDrive 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 http://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 Y= PRI Construction Materials Technologies (TST6049) TAP -191 -02 -OI 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 2005601 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 11 undedayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coaled on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlaymenl 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 day 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 the duration for which this report is valid. This -evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM 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. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSAITRI 07230 for the applications. Allowable roof coverings: Attachment of clay and concrete the shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380, Class S. Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be Installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6" staggered end laps. Min. application temperature: 40°F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay the 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 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. 0 CREEK TAMKO BUILDING PRODCUTS. INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOB No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic fell that is Asphalt Saturated saturated with asphalt. Organic Felt TBP14001.3 FL72328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 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 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®TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt shoot 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. 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 FL72328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 0 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 manufaclurees 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. B) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All underlayments shall be installed with the roll length parallel to the save, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 614320-3. COMPLIANCE STATEMENT 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. R. • P,97cc,. cE Ns •, sem.,, No 74021 0. /STATE OF00 rrllrr CERTIFICATION OF INDEPENDENCE 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 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 Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Certificate o(Auth7520 ion bur Drive 9824CREEK17520EdinburghDrive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5"r 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: Undedayments 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 YM 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 (TST6649) 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 fell 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 file applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 1 of 4 This evaluation repon is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic fell saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSAITRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete the shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-112" 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. 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 Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 C REEK TAMKO BUILDING PRODCUTS. INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Fclt TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 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® 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. TAMKOS TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODCUTS. INC. TAMKO Underlayments 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 save, starting at the save, 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 611320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 50' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tttt,1trnriii R. p G : • E N ' RAF '. No 74021 Q: STATE OF :1JJ F••.0 OR10PG• 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 Inlerest 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 TSP14001.3 FL12328-RT Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which Ihls report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4/2812017 Florida Building Code Online i t ) µra.Lrv. r ;j•(•rl:u 41 aI tY1 r;;,I lit 1 ._---_ ... \• .. .'--.__.__-_ '-" _ _/' iJ•l: •I: ' J(.,n.•:j.pT;. y.plt I f:7.6. P•L'i IS('J SCIS Home Log In I User Registration I Hot Topics I4Submit Surcharge I Stats A Facts I Publications I FSC Stall I SCIS Site Map I Links I Search i O Product Approval y VSER: Flblic User roduct Aoomval Menu > Search > Aonllotlon Ust > Application Detail FL # FL5444-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived aroduct Manufacturer Address/Phone/Email Authorized Signature P Technical Representative f ' Address/Phone/Email i Quality Assurance Representative I Address/Phone/Email j r r Category Subcategory Compliance Method CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@salnt-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark,D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE V,, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5444 R10 COI 2016 01 COI Nleminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Equivalence of Product Standards Certified By ISections from the Code htlpsJhvww.Qoridabuilding.orglpr/pr app M.aspx?param=wGEVXQwlDgtahlgO7CSsoycOrl28CcpCJinUeXw7ibKvlUzOW4hL8w%3d%3d Year 2009 2009 2008 112 4282017 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 1Z/1S/2016 Date Approved 02/07/2017 Summary of Products FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural Shingles W asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asphalt Shingle F1.5444-1110.odf Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Umits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shinale FL5444-R10.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Couvrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibilly Statement :: Refund Statement Under Florida law, email addresses are public records. It 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 try traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email 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 455, F.S., please click b . Product Approval Accepts: Credit Card Safe https://www.8oridabuilding.orglprlpr app dU.aspxlparam=wGEVXOwtDgtahlgO7CSsoycOr128CcpCJInUeXwTiiWvlUzOW4hL8w%3da/o3d 212 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate oJAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-Rll FL5444-R10 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 S h 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 / R90S.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. 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 "rrinitylERD 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 i through 12. Prepared by: Robert J.M. Nleminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsimile seal rt MappearingwasauthorizedbyRobeeminen. P.E on IZM/2016. This does not serve as an electronically signed document Signed, sealed Mrdcoples have been transmitted to the Product Approval Adminhtratcr and to the named Went CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD Is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 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 5'" Edition (2014) Florida Building Code and S"' 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 Prope 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 D71S8, Class H 2008 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 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 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 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28973 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 LOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & 03462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 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, I.I.C. Evaluation Report 3532.09.05.1111 Cert1flcote oJAuthorkotlon 09503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 2 of 22 l TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle*, Grand Manor Shangle*, Landmark'", Landmark'" IR, landmark'"'Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solarls and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solarls- are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced In AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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 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 (Vint = 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„d =150 mph (V„It =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertalnTeed 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„d = 150 mph (V,,,t = 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-Rll Cert117eote of Authorization 09503 FSC NON-HVHZ EVALUATION FL5444-R30 Revision 11:12/08/2016 Page 3 of 12 F" TRINITY i ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use In reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20'", XT`" 25, XT -10, X- r" 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 17' Use four nags and six spots of asphalt roofing cement* for every fall P mm) (305 mm) —(305 mm) shingle (Figure 11-4). Asphalt roofing cement meeltng ASTM D4586 5mm) _Selant 1"(25 mm) 'IVe11lasuggested. 5 s/e" (145 mm) — 5r/?Pi nroo0 T METRIC _ 131/6" 131/1" — '131/6" — - Roofing Come!.' 1"(25 mm) — Se lanl — 1" (25 mm)( Apply 1"(25 rr6n) spots of asphalt roofing cemenl under each fab corner. 611#•• Figure 11.4: Usefour nags and s& spot; Qfaspbalt mint on steep skpA CAUTION: Excessive use of roofing cement can cause shtngirs to blister. Ftgurn 11.3: Umfour nagsfor a-y/a11 sbingla 6.4.1 Hip & Ridge for CT201, X" 25, XT" 30, XT`" 30 IR: Cut Shingles 25 mmj 11 + 11,2" (SO mm) fiemove` I 1 Ifin--, m( 365`nf(125n) Cap Cap305 mm) Shingle Shingle Flgare 11.24.• Qst tabs. Men him barb to nrabe trrp $bingles Ma8fisb dlnsawfons sbounl). l Figure 11.25: /urldlation ofo AT along the bips and rltlger. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic• NPl " adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS-Rll CerNpcote clAuthorkoNon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 4 of 12 TRINITY I ERD 6.5 ARCADIA'": LOW AND STANDARD SLOPE STEEP SLOPE Use SIS nail; rar Luny full shingle InciuMI as shown helot: UseSIX nails :md FOUR spots of asphalt m98ng cement for very (ull shingle aS shorn hulow. Apph :uplrsli roofing CeMoll I'(Zi nun) from edge of shingle. Asphalt roofing centum meoing.tq"M D 4i86 1 pe II is su);,estcd. wPGSum1 1-rLmN+ lyt Las Htll Rut lb Figure L': Use sbr arils for rsarr fid! .b1n.-lc. 6.5.1 Hip & Ridee for Arcadia"": Cedar Crest'", Cedar Crest"' IR 1'15pnl t'ISuW F(mnr;$ Uso sly uulls and junr sln;fs ufaspbaU fury;;;,¢ cemmnl on slerp slopos. Use two (2), minimum 1T•: -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° NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, I.I.C. Certificate of Authorization 09S03 FOC NON-HVHZ EVALUATION Hand -sealing adhesive 4- 1/4" 314" I 1° Dab of asphalt Icementbetween 1° shingle layers Evaluation Report 3532.09.05-Rll FL5444-R10 Revision 11:12/08/2016 Page 5 of 12 6.6 1 TRINITY I ERD BELMONT'"4. Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting f i, tx., ,•x, ;tel ASTM D45806 Type II is suggested. sa•aeaao o add:timil riih ii mw and e sro• tzzo aat f W na amt Fooling ctMM 6.6.1 Hip & Ridae 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 Flgnre 17.1& Sbangle• Ridge. 18, Exposure Remove tape from the right side and lasien SECOND theFasten " .l left side85 e• RIGHT FIRST LEFT Flgnre 17.19: lnslallatlon oj.Sbong/0 Ridge sbingl&e on blps and rftw. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.M. Evaluation Report 3532.09.05-11I1 CertyJcate pl Authoritatlon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 31:12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 TRINITY I ERD I CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLE'S: I LOW AND STANDARD SLOPE Ga five nail; for every fall Sliang(e. 1.._ 1.. 25 mm) SM, e 16 nen) (22 ) I.7gnro 17-1: flw fhv! nallsfar r!wryfi ll Grund AlanorShanghq Grrringa Ilmrsc Sbaugk. in, Cenlerndal Shile. STEEP SLOPE Use seven nails and three.spas of wphah roofing t emend fix every hell Gr,1txl N:mor $mangle. Ilk live nails wd liar: spots of usphall nwiliag center for even hell Carriage house Shangle anti Ccntenalal Slate. Apply asphalt roofing tvneni 1' (25 nun) fmm edge of sbingle Plgore 17.5). &I)lmh rwil"i; ccntem meeting ASTM 1145861)pe II Is suggested. 16 PV L1=111111111 1040 w 536m ® f7pirm 17-5: When irrshdUug Ghrnd',16rnrrrSbouRlro mr strep doles. rise wren nails and 1hrre spuds ofasplwrll F&di??R rrrrrrrrl. Hip & Ridze for Carriaze House Shanzlea' and Grand Manor Shanzle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK", LANDMARK'" IR,'LANDMARKT" PRO, L'ANDMARK*"' PREMIUM, LANDMARK"' TL, LANDMARK'"a SOLARIS, LANDMARK*" SOLARIS IR, NORTHGATE: J. LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14714" 12" I--(305 mm) --(375 mm)—I—(305 mm) --I SKF y54'G7!!KY T%IVSV."-'.tyr.4Oui !'YYU7N.iGL-.L'!rl Retea a Tape 1" (25 mm) —" I err. •. Nallabl0 F Alga Exterior Research and Design, I.I.C. Certgkote of Authori:oNon 09S03 LANDMARK TL 13W' 13'• MIX I--(343 mm"—(330 mm)—I--(343 mm) --I r (25 mm) 1" (25 atm) --I -- J Opp 1,1-4: Owfour nailsforrmrpJdl sbinglr. NorthGate: wbe we 1,113 1r 14 NP 12' 1705 mm) 1975 mm) — 705 mm} r (25 mini Nallng lints nPt" ml Irro nail Ira r (2s Na4hg areas for low and standard slopes (ham 7:12 to 2112) Nal ItetwBon upper R bw4:Ines as wom dons. FBC NON-HVHZ EVALUATION Evaluation Report 3S32.09.OS-Rll FLS444-R30 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four shots of aspledl roofing cement for every full laminated shingle. ke below. Asphalt roofing cement should nicer ASTM 04586 type it..yply 1' spots of asphalt roofing cement uncle tach corner and at about 12' to 13" In from each edge. METRIC DIMENSIONS I-- 12"— 305 mm) YY. ] •i f r ip I Nail Area For 81eep'' 251nm) — — — — I4,1/4" --12" 375 mm) (305 mm) nsyra:.•r..:.:x•.tm:wrw tease Tape 1 (25 mm)- 1- 75 amt; ling Cement J TRINITY I ERD LANDMARK Tl 13'/2' 13" 131/2* = -- 343 mm) (330 mm) (343 mm) 1"(25 mm) 1"(25 mm) --J I I 25 mm) NorthGate: STEEP 12• 14.3!4' SLOPE 1-.4305 mm)—•- — (375 in NAILING AREA t bege'" i1'( 25 mm) na Cement Arse 13•5.- Use six nails mulfour spots of asp/xrlt roofing o mnt on steep slopes 12' 1'(25 mm) -- x-11. O shin) Nailing areas for steep slopes (greator than 21:12) and "Ston "Halling" Nail between lower 2 nal lines as shm-;n above. 6.8.1 Hip & Ridge for Landmark'". Landmark' IR, Landmark"Pro, Landmark'" Premium. Landmark' TL LandmarkTM Solaris, Landmark' Solarls IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge— or NothGate Accessory 12' 305mm) (250 m) G — — 6' 415116' 415/18 050mm) 050mm) (125mm) (125mm) Notch for Notch for Centering Centering 12 \ r -1131/4' \ / 7305"Noldusfor Alignment to ( 337MM) Notches for Alignment to the Top Edge of the Previous T the Top Edge of the Previous 75/8' L Caplor5'(125mm)Ex9osure ( ) t!tt Mmm) English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge— Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certrfkote of AutAoritarron #9503 FBC NON-HVHZ EVAWA71ON FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 I TRINITY I ERD 9 27.'32' I 1311811 333 mm)—s.ITcertminpHacha5/8" -{4-e sm. 1168mm) 188 mm 13 11d' T 1 1 337 nrm) , Align IMse / I I Centeno rvoldtes In top T EW 13 1/4• edrl, NOlch g e n) (194 mc) plsbaus tains. ( 33 i m) nign those notches to top 7 ( 184 . edge d 1'premous course. IT NorthGate Ridge NorthGate Accessory 05mtn1 ` I W11 LayYip Notch I .I I Figrwe /3-20.- Use laying nettles to ceniarMinglca on hips and. rieges, and'!. kawe the corwi exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll CerNJJcote of Authorlrotion 99S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHANE TL'", PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: Por low and standard slopes, use live nails for each full Presidential Por steep slopes, use nine nails for each NO Presldendal shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab. Aid applying 5 nails In between die nalWlg guide Wes, apply 4 nails 1' Nailing 40• above lab cutouts mall ng certain tabs of overlying shingle cover nails Guido Unes (1016 rhm) 5 1 /4' — 133 mm) 14 1/4' 1112 38m) (3621 mm) • • _ NOTE: Apply nails on painted guideline. Figure 16•6- FasteningFrnstdentlat mid Presidential T/. Sbake V diameter asphall rooting cement shingles on low and standard slopes Figure 16H7., FiutenIng Presidential and Pmsldential M sivIx sbirlgies on Ste* slopes. 6.9.1 Hip & Ridae 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 that) 7" from the bottom edge of the "tooth." Fasten each accessory with two fas tener's. The fasteners'mu'st be 13/4' long or longer, so they penetrate either 3/4" Into (he deck.or completely through die deck. Presidential accessory comes in two different sizes: Accessory produced In Birmingham,.AL-is 12' x 12% Portland, OR produces 97/a' x 131/4" accessory. 6.9.1.2 For ASTM D3161, Gass 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'": ! LOPS STANDARD Alto STEEP SLOPE: rr,•a,m,n1 I f„nmmn I mm.n, rf7nnu„ I Figure ISd: Frrrtraing I/nffrmr Sb/rrlfFr on torr acrd Slwnlnnl.Volvs rvr hnr and aand.rn) elopes, use Gro nails for ecwh fag Ilnite"is sldngle s s AlaMr :dune. Figwr Is. r: Mnnrrrk rrornms SN Jri .m.ttnpae,/rs For sure da^ t6e rrrt oath and tlgnn .yrou of mphafi roofing Ceram for earh Ing Ilarcias shhrgle a shoun abme. Apply I' ttjmn) dhoaeier sport of ranting reoumi t,&sru n 4586 "4pc II sogeaa) nndrr en It tab anam Prat AMn0c Into ptice: rhr not oposo eemroL r:Alrr1UN: Too "rxh nnf"-g Crinr791 son enure sMoghs to Mi9ff.. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R11 Certificate o/Authorkatlon #9503 FOC NON•HVHZ EVALUATION FL5444•RIO 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 2 TRINITY I ERD Figure 15-14:18 tbree place imits separate to make 54 Hatteras Acre woy sbingkm 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I Mir) - esd 460 I(203' Min) Cap Shingle Cap Capp Shingle Shingle 9Shingle 2nom Pipet 15-21T, Cut Hatteras sbtrWw to nutlp cow cap. Figure 15-21: Installation q% caps along hips and ridgm 6.10.1.3 For ASTM 03161, Class F performance use BASF "SonolasticO NPI"" 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: r r r r Ilse WE nulls and Wiff spots of asphalt roofing cement, for each m^•+ tr oe1 tet. m full Highland Slate shingle, for hllaml-Dade, SIX riaifs are required. Apply I' diameter spots of asphalt roo0ltg cement under each tab comer. Asphalt roofing cement meeting ASTM D4W 76pe11Issuggested. INo..t MWJ np YYfA9dptiendY P3 nX ndY 1•pSmaq Miglb ow eo,W XT OOYI/YYIOMII —7T Wn.Das p lre rps—) LDl ivir(Yorei , f• C• Y Pignet 11.3: Oso ME nullsforvvery 1Hgblald Slab sbingla Yrb4E ou aria rlannre+n) ReoMp Coro FIrro 11.34.Ito M "alk and e/gbt spots ofotpbaa moling anima under owb tab corner ICAVf1UN: lLscesshe use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certi/&ote olAuthodroNon 99S03 FEIC NON•HVHZ EVALUATION FLS444•RIO Revision it: 12/08/2016 Page 11 of 12 6.12 I PATRIOT'": LOW AND STANDARD SLOPE Use. FOUR naih for ceety full shingle lowled :ts shown below. Sedan r_ 11:9neal 1 I f 1-- %1.7 --{-- Isis' —{— Is>a -1AlertW%T— (Sero TRINITY I ERD Use FOIIR nails and four simis of asphal roor ng anent for ov y (till shiup a as shun Wow. Asph:dl roofing rnment hied ng AJTd1 u459- ij7x: Il is sut;Gtated. Apply 1125 nm) slxwls of asph:dl nM)ring cunenl nc shom'n. wrrw: excessive use of roofing coni nl can Tulse shingles to lik-aer. b:1!' I • l rq I •_ • ii v neonnp Closed MIN y Pot; OJT 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R90S.2.6.1. S. 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-R31 Certificate of AutAorfroNan B903 FBC NON-HVHI EVALUATION FLSW-1110 Revision 11:12/08/2016 Page 12 of 12 I TRINITY I ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate cl Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1111 FL5444-R10 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 5l" 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 Nleminen, 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 Registration No. 59166, Florida OCA ANE1983 The facsimite sed appearing was aothorlced by Robert Nteminen, P.ft on 12/06/2016. This does not some as an electronically signed doasmenl. Signed, seated hardcoples have been transmitted to the Product Approval Administrator and to the named dlent 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) 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 Nleminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved In the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 4,,. 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 51t' Edition (2014) Florida Building Code and 5t" 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 03161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Eq!tf 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 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL(TST 1740) ASTM D3162 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05.1111 Certificate of Authorlrotlon 09503 FOC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 iTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XTr' 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle*, Grand Manor Shangle*, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark`" Premium, Landmark' TL, landmark'" Solaris and landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TLI and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar CrestTM , 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 Trinity(ERD 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,,,, = 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„d =150 mph (V,,,t =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„d = 150 mph (V,,,t = 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, LLC, Evaluation Report 3532.09.05-R31 Certificate of Aushorlcation A9S03 FBC NON-HVHZ EVAWATION FL5444-R10 Revision 11:12/08/2016 Page 3 of 12 TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC iSO7.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT261", XTs" 25, XT" 30, XT" 30 IR:. LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four naUs and six spots of asphalt rooang cement• for every NII 305 mm) (305 rmr) —(305 rem) shingle (Figaro 11-4). Asphalt roofing cement meeting ASTM D4586 I+ t" (25 mm) _ Se lant 1"(25 mm)-«( 'type It is suggested. 5 s1e" (1 45 mm) 1 _ 1 5r/?.P6Nf*Wd Pk0n, T METRIC t3'/e t3)/e" t3ye" g Cement 1"(25 mm) Sealant 1"(25 mm) Apply 1"(25 mm) spots of asphalt roofing cernerd z _ _ _ _ under each tab soarer. 6 rh.. Flgum 11-4.• llsefour nalk and sir spuds ofaspW cmiunt on sleep slopac CAUTION: Excessive use of roofing cement can cause shingles to blister. Flyam 113. UsofournalLrforemyfall sbin& 6.4.1 Hip & Ridge for CT20", XT" 25, XT" 30, XTs" 30 IR: Cut Shingles 25mn+ ,1' 2"(50 nm)Rcmw e ll t , lr , 1 5..— (305 mm) l — — cap — — Cap _ _ Cap 35mm) • c mas Shingle Shingle Shingle r,1B shaNn Flguro 11-24: Oil lulu, lbon Min back to main asp sbbWw lN155 WcAo` l Dwlsb dbnamlom sbornn). l Figurer 11.25: lnstdlatlon q/rnps along tbo hips and r*4%vr. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NPi'"" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-RII Certf/kore o/AuthorUoNon 99S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 4 of 12 6.5 6.5.1 ARCADIA"": LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for tarn• full sliingle Inc: red z shown below. ruatiu xzlr wetw Figure 2.• Cae si.r mils for arv(r fill sbieglc. J'TRINITY I ERD Use SI\ n.dls and MUR spots or asphalt roofing cement for tun full A61191c as shoXm IICIDw. Apply X51,1311 roofing Q-111011 1'(25 111111) from edge of ahinglr. Aspirin roofing cemtHn nmeiing:1.4T11 D 4386 lope 11 1.4 suggested. Hip & Ridee for Arcadia': Cedar Crest", Cedar Crest' IR F/qun• .?. 6:tu sl y calls anti fr,ar spots of aspbult tzx, nuc ce aeul oil srrep slopes. Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or Pl adhesive between the shingle layers. Exterior Research and Design, U.C. Certificate of Authorization #9503 FOC NON-HVHZ EVAWATION Hand -sealing adhesive 1/4" +— 4- 314" 1° Dal) of asphalt cement between Al" Shingle layers Evaluation Report 3532.09.05-Rll FL5444-R10 Revision 11:12/06/2016 Page 5 of 12 6.6 I BELMONVO: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below IIk'136MM) 1 a Ira 10694 o Ad rIcrel mds 0 rco,eitl TINITY I ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement— for every full Belmont shingle. Apply Asphalt roofing cement 1` (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. S 8' :16 nml2, e _a rgnl ZN Hodiy kmeu 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: Sbmiglep Ridge. 18• Exposure Remove tape from the right side 1' ; g• and fasten SECOND Fasten the I .--,' left side 85/8 RIGHT FIRST LEFT Flgum 17-19. lnslallellon ofSbonglo6 Olga sbingles on blps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPI'm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Cerdlleate o/Authorization #9S03 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FLS444-RIO Revision 11:12/08/2016 Page 6 of 12 TRINITY' ERD 6.7 CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLEO: LOW AND STEEP SLOPE 6.7.1 6.8 STANDARD SLOPE Use five naiN for every hill 5lwngle. 5/0 15 atm) 00110 NOR Rgurs 17-•r: IroJLv sully jar miry frill Grand Afenor imagle, Carriage Imam S14rsgla or P.enlennlal Serle. Ilse seven nils utld thrix spots of usphall moring cement for `.very hill Grund Sl:mor Shawls. lla• rive twits and Three slxrls of asphall roofing cemem for every full Carriage li oose Shangle and Ceolenalal Slate. Apply asphalt mofing cenlem 1" (25 mm) from Lige of Atingle Pltnro 17.5). Asphalt roofing eemew meeting A.SrA( D4586 Type II is suggested. 11U T25voI_ Figunr 17.5. WA -m rrmirtifbrg Gmad.16rncrAwngl6t or; slwp sfeprv. nsr $orts 116/13 6011 Ibm r/ws njsspbdl mnflug 0111041- Hip & Ridae for Carriage House Shannle• and Grand Manor Shanale: Refer to instructions herein for Shangle" Ridge hip and ridge shingles LANDMARK'", LANDMARK'!! IR, LANDMARK`" PRO, LANDMARK"' PREMIUM, LANDMARK" TL, LANDMARK'm SOLARIS, LANDMARK'" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314' 17' 1•—(305 mm) --I--(315 mm- x—(305 mm)-- a•svan:a•rrr_ ,w :.vs-Aarts.;coor vN,twR:rzvv:.erre 1 /2 L 1:: I"(Z mm) fidttase Tape 1" (25 mm)—"I — IM. Area LANDMARK TL NorthGate: 131/Y' 13" 131/7" 1--(343 mm) --x(330 mm)-- --(343 mm) --i I-1"(25 mm) Rgare 13.4.43u frna rm/fsJor evrq Jrdl sbingla tiwe W"12' to 311• s2' 1305 Mm) (375 mm) (305.nm) I Na"Lfmla 25 mm) pe:rrullno r(25mm wo— er Bull Ir•e 1 F Na Ong areas for low and standard slopes (Lion 2:12 to 21:12) Nal batrreen ultim d Inner Inn s. %W. m obmro. Exterior Research and Design, I.I.C. Certificate ofAuthorization 69503 FOC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R31 FL5444-RSO Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE 6se six nails and finer spots of asphalt roofing cement for every full laminated shingle. See helo%v. Asphalt roofing cement should meet Ab"1'df 04586 111)c 11. Apply I- spots of asphalt roofingcemeni uncle each corner and at about 12' to 13' In from tach c(Ige. METRIC DIMENSIONS 12•'— 305 mm) 1'Y25 trcn) Nailluea- I Fa Sleep''' 25 mm)---- 143/4"-17'-- 375 mm) 1—(305 mm) t.u' a.'Y.:xRlL aa,.kau+r.il'x deaseTaoe 25 mrri Cement r` 1 TRINITY I ERD LANDMARK Tl 131/2" 13" 131/2' 343 mm) (330 mm) (343 mm) 1•+1"(25 mm) 1"(25mm)-j I I Figurs 13-5: MR sic na14 andfour spots of asph dt rmfing cement on seep slopes NorthGate: STEEP 12" 14"3141 12" SLOPE mml l— 1,57C ... I --JAnS rr Nailing areas for stoop slopes (greater than 21:12) and "Storttt-Na1Nng" Nail between lower 2 nail Ones as shown above. 6.8.1 Hip & Ridae 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' 97/8' 305mm) (250 m) 8' 415/IE 4i5/1B PSI) M) ros tlmm) ( 125mm) (125inm) PSI) M) Notch lot Notch for Centering rAnted% 17 /- -T 13 1n1O1) Notches for Alignment to 7 ( 337mm) NolchestorAlk ntb 5 the Top Edge of the Pnvlous (180mm) the Top Edge of the Preulous (196mm) Cap for 5'(125mm)Exposure pp1or55JB'(141mm)F osure English Dimension Metric Dimension Shadow Ridge"' Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05 -Rel Certijlcote o/authorlrotion #9503 FBC NON•HVHZ EVAWATION FL5444•R10 Revision 11:12/08/2016 Page 8 of 22 6.8.1.2 6.8.1.3 9 27!32. 1—(?: o mm41011' (125 rxe) Urming fktcb 13 114 T 337 n tr.) \ Alpe Wse notchos to lop 7519, 1 111 (194 mm) pardOtlscdklso I NorthGate Ridge TRINITY I ERD 13116" I -r--(333 mm)— 6 6 4-6 516''II168mm166mm iCentering 13114 - Notch 337 mm) '*\ 1 Align lheso 7 51W Ill notchos to toD (194 mm) edge of 1 previous course. NorthGate Accessory Figure 13-20.• Use fayingnotbes to centersbtngfis on blps and ridges, and 10 ba11e the conwi exposure For ASTM D3161, Gass F performance use BASF "Sonolastice NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certillcote of Authorlratlon 09503 FSC NON-HVHZ EVAWATION FL5444-R10 Revision 11:12/08/2016 Page 9 of 12 J'TRINITYIERD 6.9 I PRESIDENTIAL SHAKEr", PRESIDENTIAL SHAKE'"" IR, PRESIDENTIAL SHAKE TL'", PRESIDENTIAL SOLARISr": LOW AND STANDARD SLOPE For low and standard slopes, use five nails for each NO Presidential shingle as shown below. Nathxp l• 40' Guide Uncs (1016 mm) 5 "1 r133mm) 14 1/4' 11/2' 7Anml) I NOTE: Apply nails on painted guideline. Figure 14-k fastening hesldenUal and Awidardal r6 Sims sbingks on low and standard slopes STEEP SLOPE: For steep slopes, use nine nalls for each full Presidential shingle and apply 1 • diameter spots of asphalt rooWlg cement under each shingle lab. Aller applying 5 nalls In between the nalling guide Ones, apply 4 nails I' above tab cutouts mualdng certain tabs of overlNng shbug)e cover balls. T V diameter asphalt ruofing cement t Figure ie -7.' Flouting Fmsldtmilal and Pmrfdmiral r/L shake sbintgtO on $teep slopes. 6.9.1 Hip & Ridae for Presidential Shake', Presidential Shaker" IR. Presidential Shake TLI. Presidential Solaris': 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presldential accessory shingles can be used for covering hips and ridges. Apply shingles up to the -ridge (expose no more titan T' 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 Birmingham,.AL'Is 12', x 12% Portland, OR produces 97/g' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPiTM"' 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"'; IDYL, STANDARD AND STEEP SLOPE: nmmms nsnmmx rrm...t rrm.m.x Flew !S•i.- M11011GrX an rrrr 4IM(Marnfnnl.101rr For W and snrukml slopes, use Gse odls ror each full Ikmerts shingle w Adroit abmr. Exterior Research and Design, I.I.C. Certificate of Authorhotlon N9503 FBC NON-HVH2 EVALUATION MM) ilpon K. r:10 teaiug rina.ns.rphphs on.tnrFaayr cur ureP Anpr, 0,4- rnr nails and Nglo ipr4s of nydt:dl roofrug eml'lu for rah tun HAM% ddngtr as dram abese..4114r 1' t5oml dlanuscr Flax, of roofing ttmeux (MAID 4566 tlPe II wgrved) ondrr cath xab cotom Pm4 shin* luta Idatr: rhx om raw (V'"Mo. cwnON: Too much roofing cennan coo carne shhxglrs to Idiom.. Evaluation Report 3532.09.09-R31 FL5444-RIO Revision 11:12/08/2016 Page 10 of 12 1',,RINITYJERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras K Figure 15-14: 18 three piece units separate to make 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 91, 230 mm) I I I yI --- II --- (20 77 4608'"" "( m ) Fago mm - 11 r•r\ st , vv;------ -- 460 mm) Cap cap Cap Cap Shingle Shingle all, Shingle C124O l\ Figure 15-20: Cul Hallwas sbingles to make cow cap. Figure 15-21• lristallatlon o% Caps along hips and ridgm 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolasticm NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'."; HIGHLAND SLATE'N OR: LOW AND STANDARD SLOPE STEEP SLOPE: syr101.0 WMTi-oeao M*" su rab itp»tis Naciseovo curler msd"Ne.+J. Fbgirro II j. Use Flrf no(Lrlbr every INSMand Sfato sbbngla Use Pn'R nails and 9ICf11'spoLs of aspbalt roofing cement, (at each full Highland slate shingle. For Mb nl-Dade, SIX malls are required. Apply i' diameter spots or asphalt roofing cement under each tab comec Asphalt tooling cement nteeirtg &IM D4ia61}pe II b suggested. e o• e• r r vre.j tn.°o- w i.lrm badti .^ s'owi 'aswnl • o em rrl.r r' MaWONen) -- Rcofhp eemaq Firm II •Aft Use M malls and elgbt spots ofasphNr roq tng cwiml undor em:b rob corner. CALMON: fircesslrr use of roofing ceinenI ran cause shingles to bush:(. 6.11.1 Hip & Ridge for Highland SlateTM. Highland Slate' OR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" OR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC - certificate of Authorisation 89503 FOC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444•RIO Revision 11: 12/08/2016 Page 11 of 12 6.12 ) PATRIOT—: LOW AND STANDARD SLOPE Ilse FOUR nails for every full shingle luctie 1 :L: shotm belmr. WWI 6.1 — rEF_ I ISO nvy TIS 13-w mur Lxa. +i in"Si {maRl im"aN TRINITY JERD STEEP SLOPE UA- F01.111 nalLs anti four spola of asphalt roofing cement for crony full shingle as shnrcn 100. Asphalt imfing cemclrt meeting ASrd1 D45Iff Type. It is suggiNted. Apply 1'(15 min) slxas of asph:dt nmfing eanull as shores. CAU11ON: liscessice use of roofing ccmeal can cruse shingles to Wsler. nss 1• o :, TT Roanoq costal 92am 6.12.1 Hip & Ridge for Patriot': Refer to instructions herein for Cedar Crest"', Cedar Crest" IR, Shadow Ridge'"', NorthGate or Shangle Ridge"' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 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. QUAUTYASSURANCEENTITy: 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-RIL Certi/ieate o/Aurhorkaeton 09503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 12 of 12 428f21, . 7 Florida Building Code Online Comments Archived Product Manufacturer SCIS Home 1 Log to I User Registration I Hot Tppl6 I Submit Surcharge I Stats A Fac 5001 West Knox Street Compliance Method Product ApprovalUSER: 813) 249-9743 t*r grahman@aluminumcollsinc.com public User Gareth Rahman the Evaluation Report grahman@aluminumcolisinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Product Approval Menu > Product or Aopllntlon Search > Anollcation List > Application Detail G. •••'TF t r•. i n •i FL # FL12194-R3ytt' Application Type Revision Referenced Standard and Year (of Standard) Standard Year Code Version 2014 E}'); ;; • ;'.ti Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Compliance Method Tampa, FL 33634 813) 249-9743 grahman@aluminumcollsinc.com Authorized Signature Gareth Rahman the Evaluation Report grahman@aluminumcolisinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Quality Assurance Contract Expiration Date Tampa, FL 33634 Validated By 813) 249-9742 PFrost@aluminumcolisinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 04 T4 Soffits pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code haps://www.floridabuilding.orgfpr/pr app dU.aspx?param=wGEVXQwIDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2l1CXzypyxAa/o3d%3d 12 4/28/2017 Florida Building Code Online Product Approval Method Method L Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Date Revised 04/05/2017 Summ ary . of Products ------------ r• --- - - — --.. FL ii 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 ALClSO01 Evaluation Report 2014 FBC 04 T4 Soffits.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALClSO01 Evaluation Report 2014 FBC 04 T4 Soffits.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee Ft. 32399 Phone: 850-487-1824 The State of Florida is an AA/EE•O employer. Copyright 2007-2013 state of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(t ), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis 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 avallable to the public To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 SEM -1 E Credit e safe SCCLlrltyJ\lETRICS' httpsllwww.tloridabuilding.orgfpr/pr app dtl.aspx9param=wGEVXQwtDquk24AUC%21EHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxWlo3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, Fl. 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE Sr" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 Standard 5001 West Knox Street CTLA 1847W Tampa, FL 33634 Certified Testing Laboratories (TST1577) 813)249-9743 AAMA 1402 www.aluminumcoi Isinc.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 Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003.02-01 AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 LIMITATIONS Year 1986 1986 1986 1986 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. PRODUCT DESCRIPTIONS 318" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit anels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in? /lin.ft for the 'full vent' configuration and 11.1 in2Ain.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. W Fiat " U' a[wic vcur 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soft 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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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. Irjjtt1r t ri i G PaY R. pR, 2015.08.27CENS", F No 74021 07:05:00rr 04'00' rp. STATE OF .' / A, O R t O N Zachary R. Priest, P.E. Florid OrganizationaNo! ANE9641on No. 021 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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 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 b. 12"T4 Soffit— 4 -inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 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. GREEK TECHNICAL SERVICES, LLC d. 16"Q4 Soffit— 8 -inch o.c. Fastener LrxAtinn IF Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel 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-# Approved Systems for 164nch Overhang with J -Channel 24F-# Approved Systems for 244nch Overhang with F -Channel 24J roved Systems for 244nch Overhang with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max, One (1) min. 318 -inch head dia. nail, One (1) min. 3/8 x 3/84nch One (1) min. 1 3/4 -inch long x 12F -1 164nch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch 0. 072 -inch dia. x min. i 3116 140.0 24 -inch o.c. o a Inch head dia. trim nail spaced 36 -Inch ox. Max Three (3) min. 314 -inch x 114 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/44nch long x 12F-2 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch O.C. 0.072 -inch dia. x min. 1/4 -inch 48 spaced 244nch ox, 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 1/44nch One (1) min. 1 3/44nch long x 0.072 -inch 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. ALC15001 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 riot 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. No. Width psf) Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1)18 ga. 1/44nch crown x Three (3) min. 314- inch x 1/4 -inch crown One (1) min. #8 x 1/24nch 16F-1 One (1) min 314 -Inch x One (1) min. 1 3144nch long x One (1) 14 ga. 5/84nch long T nail 12J-1 Max. Wood staples in diamond big x 3/8 -inch head diameter Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 114 -inch 48 o.c. and securing each 16 -inch pattern spaced 24- screw spaced 164nch o.c. spaced 84nch o.c.. head dia. trip nail spaced 48- 64.2 12 -Inch o.c. inch o.c. connecting soffit to Jchannel inch o.c. One (1) min. 1.75 -inch x 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. 5/84nch long T nail wood Wood 1 -inch leg staples spaced max 0.072 -inch diameter finishing nail with min. 3/16- 53.3 inch 12 -inch spaced max. 8 -inch o.c. o.c. and securing each head spaced panel lap 12 -Inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. 1.75 -inch x Max. 1Three (3)18 ga.1/4-inch crown x - 1 -inch leg staples spaced max 0.072 -inch diameter 16F-2 12 inch Wood inch leg staples in diamond pattern Wood 4 inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 164nch o.c. panel lap inch head spaced 12 -Inch o.c. Max. One (1) 3184nchhead dia. nail, min. One (1) min 3/84nch x 3/8 -inch One (1) min. 1 3/44rich long x 0 inch dia. x min. 16F-3 164nch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 072 3116 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/44nch x 1/4 -inch One (1) min. 1 314 -inch long 16F 4 Max. Wood crown staples in diamond pattern Wood One (1) min 314 -inch x 114 -inchOne x 0.072 -inch dia. x min. 1/4- 27 164nch spaced 24inch o.c. staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALCI5001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 Three (3) min. 314 -inch x 1/flinch One (1) 18 ga. 114 -inch crown x One (1) min. 1.754nch x 16F-5 Max. Merry One (1)14 ga. 5/84nch long T nail WOod 1 -inch leg staples spaced 4- 0.072 -inch diameter finishing nail with min. 3/16- 143.3 16 -inch spaced 8 inch o.c inch o.c. and securing each inch head spaced 31.4 panel lap 16 -inch o.c. Three (3) 18 ga.1/44nch crown x 1- One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 0.072 -inch diameter 16F-6 Max. 16 -inch Wood inch leg staples in diamond pattern Wood 1 -inch leg staples spaced 4- inch o.c, and securing each finishing nail with min. 3/16- t43.3 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. 314 -inch x 1/flinch One (1) min. 1 3144nch 16J-1 Max. Wood sown staples in diamond pattern Wed One (1) min 3/4 -inch x 114 -inch long x 0.072 -inch dia. x 23.5 164nch 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 124nch o.c. securing One (1)18 ga114- One (1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 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 ring One (1) min. 1.754nch inch o a 3116 -inch head spaced spaced 16 -inch o.c shank nail x 0.0724nch diameter 12 -inch o.c. 24 -Inch o.c. finishing nail with min. 3116 -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 124nch o.c. securing One (1)18a 1/4- g . 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 801 24F-2 12 -inch Woad 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. 3116 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. One (1) 18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.7.5 -inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 801 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staples spaced 8 finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/164nch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALC 15001 FL12194-R3 Page 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 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 go. 114 -inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staples spaced Three (3) 18 go. 114- anchored to 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x linch rafter with one each panel lap inch crown x 1 -inch 0.0724nch diameter 24F4 164nch Wood leg staples In 1) min 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern iinch x 7d ring One (1) min. 1.75 -inch inch o.c. and securing 3116 -inch head spaced spaced 16 -inch o.a shank nail x 0.072 -inch diameter each panel lap 16 -inch o.c. 24 -inch o.c. finishing nail with min. finishing 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 124nch 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 164nch 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 3116 -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 ac. 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. 801.60 spaced 8 -inch o.c. 1) 7d x 2.25• One (1) min. 1.754nch inch o.c, and searing 3/164nch head spaced inch ring shank x 0.072 -inch diameter each panel lap 16 -Inch o.c. nail 24 -inch o.c. finishing nail with min. 3116 -inch head spaced 4 -inch o.c. ALCIS001 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 244nch 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 rakers with one (1) One (1) 18 ga.1/44nch Nominal 172 min. 225 -inch x 7d ring shank nail crown x 14nch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch Clown straight -nailed through99 the rafterer into the end staples spaced 124nch o.c. sewn ^g One (1) 18 ga. /.- One (1) min. 1.75 -inch 24J-1 Max. rafter with one x 1 -inch leg of the baleen or twotwo (2) panelapl Wood inch crown x 1 -inch x 0.072 -inch diameter finishing nail with min. 6o12 -inch 1) min. 2.25- staples in diamond min. 2.25 -Inch x 7d One (1) min. 1.75 -inch leg staples spaced 3116 -Inch headsspacedinchx7dringpatternspaced16- P Pa ring shank nails roe- 9 x 0.072inch diameterdiameter 8 -inch O.C. 12 shank nail inch o.c, nailed side of finishing nail with min. inch o.c. 24 -inch o.C. battenthebatten at each batteNrafter 31164nch head spaced Max. 4 Inch o.c. rafter spacing Is 24 -inch o.c. Nominal 1)2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1l4inth Nominal 1 x2 min. 2.25 -inch x 7d Mg shank nail crown x Nnch leg No.2 SYP Three(3) 18 straight-naUed throughsta acedspaced One (1) 18 g a. '%_ One1 min. 1.75 inchanchoredtoga.1/4-inch crown the rafter into the end 124nch o.c. securing each panel lap inch crown x 1 -inch x 0.0,724nch 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. 53.316 -inch 1 min. 2.25- staples in diamondp min. 2.25 -Inch x 7d One (1) min. 1.754nch 8 -inch o.c. and 3/16 -inch head spacedinchx7dringpatternspaced16- P g shank nails toe- x 0.0724nch diameter securing each panel 16 inch O.C. shank nail inch O.C. nailed side of finishing nail with min. lap 244nch o.c. battenthebatten at each bsectio 3/164nch head spaced Max.4-inchintersection. M o.c. rafter spacing is 244nch c.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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovI:D SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 316' head dia natt wash min. !U- bngagamant(`_or wo d aubatratej or In. 9.0971 dam. T-n+il c: =cub nsal with min. 5!6- engagemenci!ar concrete or t•lo.:k eub> trate). :pac&l as nctod above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-18 12F-3 F" CHANNEL W=d, Concraeo or 61aY. Will STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 1.6" 0. C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE 3/4' x 1/4- RAFTOPENER 1, I 1 L-i DIAMOND PATTERN D ETAI LCROWN , USING A DIAMOND ya• s*! s FACW 80ARD FASCIA CAP 12F-2 3/4' x 1/4' CROWN a' TRIM NAIL FACIA BOARD STAPLE ON CENTER t-3/4' TRIM NAIL PAINTSPAINTED S.S. F' CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 45' FASCIA CAP NAILING FLANGE UP OR O.C. 3/4' x 1/4' DOWN CROWN STAPLE SOFFIT -max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT FASCIA DETAIL 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER — 1 u;,, A SOFFIT STAPLE O15T ' I DIAMOND PATTERN DETAILrI1 FACIA BOARD E12M o<r i sr utts 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN CFASCIA CAP LCRANNEL 3/4' x 1/4" CROWNFACIA STAPLE '8' ON CENTER 1-3/ 4 TRIM NAIL BOARD 1-3/4' TRIM NAIL PAINTED 5S. acre -sed to soffit PAINTED S.S. 48 With caet1i 88 xFASCIAD.C. CAP 1/2' x 3;8' bead diameter screw, 3/4' X 1/4- 16" o.c. CROWN STAPLE SOFFIT—max. 12 -inch span SOFFR 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 6113203. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM RAI FASCIA BOARD PALYipJ SS. FASCIA CAP SOfflT 1'a}' CROWN STAPLE CPfH RAFTER FASCIA BOARD II yl JE' i17:1 16F-1 SOFFIT & FASCIA 816F-5 DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL f' CHANNEL I SOFfrT; MAX. IS' SPAN MASONRY 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. GREEK TECHNICAL SERVICES, LLC System No. Installation Detail Min. 3/S" haad dia. nail with min. 1!:" 4njagament(ior %—.oa sub3tratai or min. 0.647" dia. T -hail or stub nail wits, min. 5/S" ,ngagemaltjfor cpncrete or block eubstrate), spaced as noted abovo. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 " F" CHANNEL wood, .:onceote or Sled: w.11 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. I 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE DPS ` DIAMOND PATTERN 3/4• x t/a• I D ETAI LCROWNSTAPLES USING A DIAMON0 11 --I s--L r„ i rl PATTERN FACIA BOARD i FASCIACAP 16F-4 3/4' X 1/4• CROWN FACIA BOAR0 1-3/4• TRIM NAIL8' -3/4 - STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. F" CHANNEL CAN 6E PAINTED S.S. 4a• FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4- x 1/4- CROWN STAPLE SOFFIT-'.=S'itich span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALCI5001 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. 0 CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail 1 t" TRIM NAIL FASCIA BOARD PAINTED SS. f FASCIA CAP SOFFIT r4 -CROWN STAPLE OPEN RAFTER FASCIA BOARD Ptt' CROWN 51APLES SOFFIT 8 FASCIA USINC A OIAMOYD 16F-2 PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER TO soFFrt s FASCIA DETA4 8. F' CHANNEL 3/8 SOffil; MAX 16'_[— SPAN k000 5UlSTR TE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail X 1/4' CROWN STAPLE '24' CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIi PAINTEO S.S. 46' O.C. SOFFR—max. 16 -inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. VV orr.-M` t SOFFIT STAPLE r I DIAMOND DETAIL PATTERN FACIA BOARD ve clvaEni srwucs i FASCIA CAP 3/4' X 1/4- CROWN STAPLE '8' ON CENTER 1-3 4 TRIM NAIL FACIA BOARD 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRPMNAI( FASCIA BOARD 1 PANTED S.S. FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN. REFER 10 —rQ' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OEf A!L — i 1 TRIM NAIL FASCIA BOARD PAINTED $S. DETAIL SOFFIT b FASCIA 24F-1 8 ' t 241174 r.f- (RoWN srAPLE FASCIA CAP; REFER r0 SOFFIT i FASCIA \ O:rALL / Nt0h @ I jlBjBattenA'rcSoreO to SOFFIT; MAX 24' IIF-(NANNEL Rafters vdh are 0 Rum Sha* !4B at e"q Rafter WOOD suesTRArE \ _ / 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 1 IRM NAILFASCIA BOARD I PAWTEO ii 14- SMOOTM SMAA'K 1 i FASCIA CAP VROOFNAILSSOMT 1•4• CROWN STAPLE I 1 I' 1R14 NAL FASCIA BOARD PAINTED 55. L:X: SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 FASCIA UP: REFER TO SOFFIT i FASCIA DETAIL Noednel Par TIP Barteo Anchored to SOFFIT, MAX 24' F.CNANEL Ratlers rdh one M Rag Shank Nad at e•erT Rafty WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report.is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f- TRW NAIL FASCIA BOARO PAINUO SS ICDA I' T -NAILS Vi II FASCIA CAP SOFFIT Y Pel' CROWN SIAPLE l 1 t' TRW NAIL FASCIA BOARO PAINTED S S. SOFFIT b FASCIA 8; ll 24F-3 I I DETAIL 24F-6 Pel' CROWN STAPLE fFAS(U CAP: REFER To SOFFIT i FASCIA OEtAII Now" 1'ai SYP Batten Anchored to SOFFITS MAX. W FdNANNEI Rafters villi ore TO Ring Shank Nall at every Rafter MASONRY ALC15001 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. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I f- TRIM NAIL FASW e0Aw FAINTED SS. 1-4- CROWN FASCIA CAP STAPLES USK A DIAMOND SOFFIT PATTERN, REFER TO CANTILEVEREO r4- CR3WN STAPLE SOFFIT STAPLE RAFTER OIaMONO PATTERN DETAIL FASCIA BOARD SOFFIT 3 FASCIA 12- TRIM RA4 DETAILPAaTEoss. 24J-1 & I--1- CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT L FASCIA 7 DETAIL w0eum 1-A STP ba0ans acaabed IN~ n'en and SOFFIT. MAX. TP 1-CMANv EI aaecuted %7m am In Td dng anant and 0=;M-naaed Oralgn tna niter In10 int ene W030 SUBSTRATE of Ne Daren ortwo (Z) 7d Ong apatu nada aanalee 0n edtW 3be 01 Uro Baden wa e 05'Unnatty mw"CU0n 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, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. Vot 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 Root Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C 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. Design Wind, Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed. (hiph) Roof Height ft 1:20 130. 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 1 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 1 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 40.1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26A 29.4 32.5 50 12.5 14.7 17.0 1 19.5 22.2 25.1 1 28.1 31.3 34.7 60 13.1 15.4 17.8 1 20.5 23.3 26.3 1 29.5 32.9 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. 0 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed mph) . Roof 120. 130 140 150 160 170 180 190HOWft 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 1 -38.0 44.1 50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.81 19.7 22.9 1 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 23.7 1 27.2 1 31.0 1 35.0 1 39.2 43.7 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 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 attnbutes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure D Building Type ZoneZoneRoof Mean Basic -Wind Speed (mph) Height ft)120 130 140 , 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 1 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 1 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 1 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 1 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 1 23.7 1 27.5 1 31.6 35.9 40.5 1 45.4 1 50.6 1 56.1 d 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 attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" J -Channel 3/8" 3/4' ISOMETRIC VIEW 3/C' PROFILE ISOMETRIC VIEW 3R RACE ALUMINUM COILS, INC Soffits Appendix 0 ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6`FASCIA 7" BLANK r 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D 25 TYP. 0.125 rY 18* BLANK 3 / 8 PROFILE 1 000000 00000 000000 00000 000000 00000 MIN 'MrWR mffr.N in,,, M 91 QWM roreeo r swE owwnoN .s rags; 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. GREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 13.7S" BLANK 3/8" PROFILE 2.625 REEF, 50 TA. M125 rY?. 000000 00000 000000 00000 000000 00000 wmr I nom+ n.rtnN. (FL11. Srfl O UVM FORMED IN SWE OREMION AS Po%i END OF REPORT ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5'" 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: Softs 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 3/8" F -Channel Preformed nominal 0.016 -Inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" Q4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit F,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit 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 inZAin.R for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Tochnical 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. lttllttrr r aY R. p 2015.08.27 No 74021 07:05:00 04'00' STATE OF c. O R O P' N` Zachary R. Priest, P.E. i 'S • •` JC?` Florida Registration No. 74021 It 1111011 ` 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 8— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D— Dimension Drawings (4 pages) ALC15001 FI -12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufactures shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 — 44nch o.c. Fastener Fastener Fastener Fastener Location Lo lion L tion Location c. 16"04 Soffit —16 -inch o.c. Fastener Fastener Location Location 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. 16'04 Soffit — 8 -inch o.c. Fastener Loratinn I T- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12FI Approved Systems for 124nch Overhang with F -Channel 12J-# Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 164nch Overhang with F -Channel i _# Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 244nch Overhang with F -Channel 24 Approved Systems for 24 -inch Overhan with J -Channel Appendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 318 x 3/8 -inch One (1) min. 1 314 -inch long x 12F-1 16 mch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch 0.072 -Inch dia. x min. 3116- t40 0 24 -inch o.c.o.c. inch head dia. trim nail spaced 36 -inch o.c. Max Three (3) min. 314 -inch x 114 -Inch One (1) min 3144nch x 1/44nch One (1) min. 1 314 -inch long x 1217-2 164nch Wood crown staples in diamond pattern Wood crown staple spaced 84nch 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. 1217-3 Max Masonry One (1) 14 ga. 518 -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 164nch spaced 8 -inch o.c. crown staple spaced head dia. trip nail spaced 48- 64.2endsecuringeachpanellnallappincho.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. No. Width pso Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 314- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 314 -inch x One (1) min. 1 3/44nch long x One (1)14 ga. 5/84nch long T nail 12J-1 Max. 16 inch Wood staples In diamond long x 3/8 -inch head diameter screw spaced 164nch o.c. Wood 114 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch head dia. trip nail spaced 48- 48 64.2 44nch o.c. and securing each inch head spaced pattern spaced 24- connecting soffit to J -channel spaced 8 -inch o.c.. Inch o.c. panel lap 12 -inch o.c. inch o.c. One (1) 18 ga. 1/44nc h crown x One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max Masonry One (1)14 ga. 5/84nch long T nail Wood 1 -inch leg staples spaced max. 0.072 -Inch diameter finishing nail with min. 3116- 153.3 12 -inch spaced max 8 -inch o.c. 44nch o.c. and securing each inch head spaced panel lap 12 -inch o.c. One (1) 18 ga. 1/44nc h crown x One (1) min. 1.75 -inch x Max Three (3)18 ga. 114 -inch crown x 1- 1 -inch leg staples spaced max 0072 -inch diameter finishing16F-2 12 inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each nail with min. 3116- i53.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o.c. Max, One (1) 3/8-inchhead dia. nal, min. One (1) min 318 -inch x 318 -inch One (1) min. 1 3/44nch 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 3116 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/44nch x 1/44nch One (1) min. 1 3/4 -Inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 314 -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. ALCI5001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. EGEEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1)14 ga. 5/84nch long T nail wood 1 -inch leg staples spaced 4- 0.072 -inch diameter finishing nail with min. 3/16- 43.3 16 -inch spaced 8 -inch o.c. inch o.c. and securing each inch head spaced 31.4 panel lap 16 -inch o.c. One (1) 18 ga. 114 -inch crown x One (1) min. 1.75 -inch x. 072 Max. Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staples spaced 4- 0 -inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood inch o.c. and securing each finishing nail with min. 3116 t43.3 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 16.1-1 Max. WoDd crown staples in diamond pattern wood One (1) min 3/4 -inch x 1/44nch long x 0.072 -inch dia. x 23.5 164nch spaced 244nch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 484nch 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 0.072 -inch diameter 24F-1 12 -inch Wood leg staples a 1) min. 2.25 Wood leg staples spaced 8- finishing nail with min. 801-90 diamond patten Inch x 7d ring One (1) min. 1.75 -inch inch o.c. 3116 -inch head spaced spaced 16 -inch o.c shank nailchinchailo.c x 0.072 -inch diameter 124nch o.c. finishing nail with min. 3116 -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 124nch o.c. securingOne 1) 18 ga. 114 - One (1) min. 1.75 -inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 801 24F-2 12 inch Wood smooth shank rafter with one Wood leg staples spaced 8• finishing nail with min. 776'6. 6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/164nch 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. 3116 -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. securingOne 1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max One (1) 14 ga. 518- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80! 2417-3 12 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/164nch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 244nch o.c. finishing nail with min. 3/16 -inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 14nch 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 0.072 -inch diameter 24F-4 164nch Wood leg staples in 1) min 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring One (1) min. 1.75 -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 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 124nch 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 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 0.0724nch diameter each panel lap 16 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -Inch head spaced 4 -inch o.c. One (1)18 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. 801.60 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 31164nch head spaced inch ring shank x 0.072 -inch diameter each panel lap 164nch o.c. nail 24 -inch o.c. finishing nail with min. 3116 -inch head spaced 4 -inch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP 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.1/44nch Nominal 1x2 min. 2.25 -inch x 7d ring shank nail crown x 1 -inch leg No.2 SYP Three (3) 18 straight -nailed through staples spaced 12 inch One (1) min. 1.754nch anchored to ga.1/4-inch crown the rafter into the end pao. cel lapeachpanel 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. t60 12 -inch 1) min. 2.25- staples in diamond min. 2.25 -Inch x Td One min. leg staples spaced 3/16 -inch head spaced inch x 7d ringpattern spaced 16- P P ring shank nails toe- diameterx0.072 inch diameter72 84nch o.c. 12 -inch o.c. Shank nail inch o.c. nailed either side of finishing nail with min. 244nch o.c. the batten at eacha batten/rafter 31164nch head spaced Intersection.ecti Max. M 4 -inch o.c. rafter spacing Is 24 -inch o.c. Nominal 1 r¢ No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/44nch Nominal 1x2 min. g shankk22. 5-Inch nal x 7tl ti shank crown x 14nch leg No.2 SYP Three (3)18staplesstraight -nailed through spaced 12+nen o.c. securing O 1 18One () ga. %- One(1)min. 1.75 -inch anchored to ga.1/4-inch crown the rafter into the end each panel lap inch crown x 14nch x 0.072 -inch diameter 24J-2 Max raker with one x 1 -inch leg or 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. 225 -Inch x 7d One (1) min. 1.75 Inch 8 inch o.c. and 3/16 -inch heads acedPinchx7dringpatternspaced16- ring shank nails toe x 0.0724nch diameter securing each panel 16 inch o.c. shank nail inch o.c. nailed on either side of finishing nal with min lap 24 -inch o.c. the batten at each batterdrafter 31164nch head spaced intersection. Max. 4 -inch o.c. rafter spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SysTEMs section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. :i8• head dia. na!L with min. 1;:" en3eg4ment(!or wow aubctrate) or m1n. 0.097" dia. T -nail cr stub :sail wi:h min. 5/8" engagement( -`or connate or 61rn:k eubvtra:u). spacoa as r-otud ax+te. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I 1 11 \ I SOFFIT (OVERHANG WIDTH VARIES) 12F-3 "F" CHANNEL wood, c=c'.— or 81,:,c% k FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALCIS001 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail s SOFFIT STAPLE OPEN RAFTER ,` 3/4- x 1/4 - DIAMOND PATTERN DETAIL CROWN STAPLES, ur .Errca, USING A DIMtONO >TOLEs , PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4- X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL STAPLE ON CENTER PlJNTED S.S. 1-3/4- TRIM Nal F- CHANNEL CAN BE PAINTEO S.S. 48- FASCIA CAP INSTALLED WITH THE D.C. NAILING FLANGE UP OR 3/4- X 1/4' DOWN CROWN STAPLE SOFFIT- max. 12 - inch spar. 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER u nK `, SOFFIT STAPLE IST I 1 DIAMOND PATTERN DETAIL vrFACIABOARD o:rvm rr.rtts ii 24- 3/4- X 1/4' CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN0 FASCIA CAP 12J-1 L—CHANNEL 3/4- X 1/4- CROWN 1-3/4' TRIM NAIL FACIA BOARD 1-3/4- TRIM NAIL STAPLE W ON CENTER PAINTED S.S. screwed to soffit PAINED S.S.48' with anetli 48 : O.C. FASCIA CAP 1!2^ x 318• head diameter screw, 3/4' x 1/4- 16° c.c. CROWN STAPLE SOFFIT—max. 12 -inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALCI5001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11- TRIM RAL / FASCIA BOARD PALYTEO S.S. FASCIA CAP SOFFIT I 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD in3 _Jr i4U' 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP. REFER TO SOFFIT t FASCIA OCTAL F' CHANNEL I I SOFFIT: MAX. K' SPAN MASONRY 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 System No. Installation Detail Min. 3/S• head dia. nail with min. 1!:" cngagsmenctfor wool eubstra.a) or min. ).05'• 31a. T -n&21 or stub nasi with min. $/3" anga3emant(f.;r c4ncrata or block a•.ib3crace). spaced as raced at_.v.. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall z4STAPLE SOFFIT TO r3/8" ASCIA BOARD #T50 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 Sc FASCIA DETAIL ALUMINUM COILS. INC Soffits Appendix B ALCI5001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. ECREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3/0' SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4• X 1/4- O ETAI LCROWNSTAPLES USING A OIAMONOP Sive KTva)4/ STAPLES i ATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4' CROWNPACU 8" BOARD TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAAPAINTEWED D S.S. F- CHANNEL •CMI BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT-:nax. 16 -inch span WOODSOFFIT 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. 0 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 12' TRRI MAILFASCIA BOARD PAINTEO S_ + FASCIA CAP 1 SOFFIr 1'4' CROWN STAPLE OPEN RAFTER FASCIA 60AR0 I'rt' CROWN STAPLES SOFFIT 8 FASCIA OSNO A DIAMOND 16F-2 $ PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 OIAMONO PATTERN OETA0. CAP; REFER 10 SO10SOFFIT !< IT FASCIA F- CHANNEL DETAIL 9, i SOFFIT; MAX. IC SPAN WO00-1- 11 SOBSTRaTE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4' CROWN STAPLE 24' ON CENTER USING A OtA.YOND PATTERN WOOD OR BLOCK SUBSTRATE KZ:'-JL:W 1-3/4' TRIM NaL- PAINTED S.S. 48_ O.C. SOFFIT—max. 16 -inch span ALUMINUM COILS, INC Soffits Appendix 6 i nom" ; SOFFIT STAPLE DIAMOND PATTERN1 DETAIL FACIA BOARD vs' [rvmir srwa[s i FASCIA CAP 3/4' X 1/4' CROWNJS.S, FACIA BOARD STAPLE 'B" ON CENTER 1 P ASCU 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. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I P [RIM NA!L FASCIA BOARO PANTED S.S. 1-,4- OWN I FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN: REFER TD I'a (ROWN SIAPLE SO'FIr STAPLE DUMORD PATTERN I DETAIL i I TRW RAIL FASCIA EOARO PANTED S.S. SOFFIT L FASCIA DETAIL 24F-1 & I 24F-4 r4- CROWN srAPLE . FASCIA CAP: REFER TO SOFFIT L FASCIA DETAIL r NftersF•CNANNEL Daftan AnftrI4 to SOFFIT: MAX TA' I I _ 08-13hrX2t1Ra" aoe S ,* R4:q SOYIY Nal att MOOD SUBSTRATE every Rafter f 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 j' TRIM NAIL FASCIA EO RO PAW1E0 SS. 1.j" SMOOTH SHANK 1 f1 I',,—FASCIA CAP ROOF NAILS SOFft! / 1 I— I CROW SfAPIf I 1 j' TREY NAIL FASCIA BOARO PANTED $S. SOFFIT & FASCIA 24F-2 8 OETAII 24F-5 1'd CROWN SIAPLE FASCIA CAP: REFER TO SOFFIT t FASCIA o DETAIL Nominal I".r SCP Batten Anchored to SOFFIT; MAX 24' F -CHANNEL Rafters vdh one ld Ring Shut Nad at awry latter V00O SUOSI*ATE ALClS001 FI -12194-R3 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. WilillillICREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1f- TRIM NAR / FASCIA BOARD PAINTED S.S. I KGA - T-NA%S FASCIA UP SOFFIT 1'ci' CROWN STAPLE iI 1 I' TRW NAIL FASCIA BOA.iO PAWED S.S. SOFFIT &FASCIA 24F-3 & I DETAIL 2417-6 CROWN STAPLE FASCIA UP; REFER TO SOFFIT t FASCIA OETAP Ne4,xil 1'r2' SYP Batten Anchored to SOFFIT; MAX. 24' F -CHANNEL ' Ratters Qh a:e Td Ring Shank NAD at mtj Rafter MASONRY I ALC15001 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 i 11, rRln Xul FASEtA BOARD PAINTED S.S. 1 1' CRO it STAPLES FASCIA CAP UUNG A OIAXONO SOFHT PA(TERN. REFER TO CAXTUVEREO r4- CROwX STAPLE SOFFIT STAPLE RAFTERDIAMONDPATTERN OCTAL FASCIA BOARD SOFFIT 3 FASCIA 1 TRIM MAL PALATED S.S. DETAIL 24J-1 & 1'e}- CRDVN STAPLE 24J-2 FASCIA CAP. REFER TO SOFFIT t FASCIA Nanny r• s i s`!P oattens CE7A0. v- xanoee and SOFFIT. MAX ri' 3/e 1-(XANr:EI o one 1) TC) one p 17O rhCteankshankcapalraipht-nallenrgst S Anter YT.o the tlrCIhtvewOOOSUBSTRATEofVnatoro f na eAnosnag. nab tee napecrnos'W% elder siva of aw oaXmn ar the WtentaAa Mrsoctan SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS. INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I. II, 111, 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 -ftp or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. Vun 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 FI -12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALCIS001 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed (mph) Roof 120 130 140 150 160 170 180 190Height (ft) 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 1 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 41.7 46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 45.3 1 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 1 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 1 26A 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 1 23.5 1 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALCIS001 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 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. Design Wind Pressures for Sdffds in Exposure C Building Type Zone Mean Basic Wind Speed mph) Roof 120 130 140 150 160 170 180 190Heightft 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 75.5Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 1 22.9 26.3 29.9 33.7 37.8 1 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 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in- Exposure D Building Type Zone Mean Basic Wind Speed mph) Roof 1.20 130 140 150 160 170 180 190Heightft 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 40.0 45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 41.6 47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 42.9 49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 1 40.4 46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 1 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 1 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 561 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 J ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" J -Channel r 1/8' HEM i 5/e" f -TT 1 ISOMETRIC VIE+! 3/8' PROFILE ISOMETRrc VIEW 3/t- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC r 1/8" HEM T 3/4" E 1/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-113 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK TECHNICAL SERVICES, LLC 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix 0 18' BLANK 3 / 8 PROFILE 2.625 REF. 50 IV. 25 TYP. 0.125 M. oio00o0 00000- 000000 00000 000000 00000 MIC IItt NF4 MUM MA &^y F) Uvvm ro.gmw r Siw[ amcnw As was, ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 5/16" 13.7S" BLANK 3/8" PROFILE 2 625 REF. 50 M. TP. i M. DDDDD a0000 OOOODD D.000D e O O O O O U 0 0 0 0 0 VW)r t001" rArmeH ( it SCAM lmwm Foomm O, Ewe oReenoM K 81957 ALUMINUM COILS, INC Soffits Appendix 0 END OF REPORT ALCIS001 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 4/2812017 Florida Building Code Online uw•r,w Pt 4 LUri l.lei•:;''r l•Pl'.'l l t?i"q•u•c,i t";.p• ntr•• Bc1S Home i Log In I user ReglStration Hot Topics , Submit surcharge Stets B Facts Publications FBC Stall SCIS Site Map Links I Search Flnfid Product Approval USER: Public User Product Approval Menu > Product or Application Sea nh > Application Ust > Application Detail a• ia: 5•, +•k• FL # FL13192-114 Application Type Revision Code Version 2014 I Application Status Approved r • Comments Archived Florida Engineer or Architect Name who developed Ronald I. Ogawa1theEvaluationReport f. { Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received I Certificate of Independence 1 I Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 i I ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eouiv ASTM C1186 Eauivalencv Sloned.Ddf https://www.floridabt ilding.orglor/pr app d.aspx?param=wGEVXQwtDgtskp/o2bGnUu47ogxmaHRnHIID4CXwhKRgKDfTRrxWwZsbgA%3d%3d 1/3 Product Manufacturer James Hardie Building Products, Inc. i, Address/Phone/Email 26300 La Alameda Ste. 250 j. Mission Viejo, CA 92691 909) 349-2927 I , pingsheng.zhu@jameshardle.com I Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu II Address/Phone/Email 10901 Elm Ave. i•' Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding 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 Ronald I. Ogawa1theEvaluationReport f. { Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received I Certificate of Independence 1 I Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 i I ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eouiv ASTM C1186 Eauivalencv Sloned.Ddf https://www.floridabt ilding.orglor/pr app d.aspx?param=wGEVXQwtDgtskp/o2bGnUu47ogxmaHRnHIID4CXwhKRgKDfTRrxWwZsbgA%3d%3d 1/3 4/28/2017 I 1 r Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved iummary of Products Florida Building Code Online FL # Model, Number or Name 13192.1 Cemplank Lap Siding Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ Install in accordance with NOA 15- 0122.04. 13192.2 HardlePlank Lap Siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes j Impact Resistant: N/A 1 Design Pressure: N/A Other: For use In HVHZ install in accordance with NOA 15- 0122.04. 1 1 - ' httpsJhvww.0or1 dabul Ic Description fiber -cement lap siding Installation Instructions FL13192 R4 1I ER RIO -2553-15 Plank metal wood.Ddf FL13192 R4 H ER RIO -2557-15 Plank Shlnale CMU.Ddf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 II Install CemPlank Sidlno.Ddf FL13192 R4 II NOA 15-0122.04.Ddf 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.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathino.odf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions FL13192 R4 II ER RIO -2553-15 Plank metal wood.odf FL13192 R4 11 ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathina.odf FL13192 R4 II Install HardiePlank Sldlna.Ddf FL13192 R4 11 NOA 15-0122.04.odf 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 Shlnale CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathlna.odf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 113192.3 I HardleShingle Individual Shingles I fiber -cement Individual cladding shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 1 HardieShingle Panel Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructlons FL13192 R4 II ER RIO -2555-15 Shlnale metal wood.odf FL13192 R4 II Install HardieShlnale Sidino.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R4 It ER RIO -2555 -IS Shlnale metal wood. df FL13192 R4 H ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 II Install HardleShlnale Sidina.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf FL13192 .114 AE ER RIO -2557-15 Plank Shingle CMU.Ddf 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 FL23192 R4 11 ER RIO -2553-15 Plank metal wood.odf ling.orgipr/pr app dtl.aspx7param=wGEVXOwlDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA°%3d%3d 20 4/2812017 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 15- 0122.04. FL13192 R4 II ER RIO -2557-15 Plank Shlnale CMU.i)d FL13192 R4 II ER RIO -2577-15 Plank to WSP Sheathlno odf FL13192 R4 R Install Prevail Lap Sidlno.ndf FL13192 R4 11 NOA 15-0122.04.0f 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 Shincile CMU.[)d FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathina.pdf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes Contact Us :: 1601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an WEED employer. Coovrlaht 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 8S0.487.139S. -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 4S5, F.S., please dldl bare . Product Approval Accepts: H ® Eq M Credit Card Sale https:tMww.iloridaWIding.org/pr/pr app dU.aspxTparam=wGEVXOwIDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 3/3 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. 0 HardiePlank° /Z/ >o Lap Siding% JamesHardie EFFECTIVE SEPTEMBER 2013 WM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS°' PRODUCTS VislfllnYnk %ALL e=lorlhemostreceolvraslon. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL'" SMOOTH • CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEDARMIV • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURETO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOIDTHE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONr PRODUCT INSTRUCTIONS. INSTALLATION OF HZ10e PRODUCTS OUTSIDE AN HZ10e LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE", APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: D CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUfD00RS INDOORS to inslallation Installing siding wet or 1. Preilloi cutting station W Phil vArdwll blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic), saturated may result in shrinkage at Dull aUnens h area. Use one o1 ftin rq me0>ods 2. Position cutting station In well -ventilated area Ions. Carry planks on edge. ProtectbY0 • a Best I. Sure and snap ml oI pWrot edges and corners from breakage. James U. Shorrs aronual, electric or pnarma" NEVER use a power saw Indoors Hardie is not mspodalhlo for damage b. Better. I. Drat reducing circularsaw erl fted with a NEVER use a hernia saw blade that does not carry he HvdeBado saw blade trademark caused by improper storage and handling Han7eBla<le• saw blade and TPA vaammn e4ractlon NEVER dry sweep— Use wet suppression or NEPA Vacuum of the product. c. Goott 1. Dust reducing circular sate wth a Hedldi6'de saw bWo any use Inc law h modwarta idling) r '•r bnpodant Noir. fvr mmtimm preluldian Ow+gf reSpiBtle dust prednt tlotuJ James Ftuttle reoommerlds atvrays cahg Brsl' Iced adtiup mdhods where feasible. NIOSH-approhed resp6alm can be used In co*rdbn with above cutting practices to funkier reduce dust erposues. Addfonal aroosue inlomhatbn lsavalable 31 vawr.Jamesfcfrft.om to helpycu dekimdro the mag apputsprWe adtlrlg method for lOuJobregdremems. I col10901 cull exists about eurpaasro Imels ar you do rot amply with the abode predioan. you should oMM consult a quaffed intkatdal hydenisl or contact Janes Hardie for frith 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 Hardie products over loam can be located in JH Tech Bulletin 19 at ww1v, lamehardle.com 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 Hardle will assume no resporiskbltlty 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 Milshed 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 HardlePlank lap siding In fascia or trim applications. constructlon constructlon Do not install James Hardle products, such that they may remain in contact v ffffl standing water. water-redsti a barrier, lel-h bracing HardlePlank lap siding may be installed on Flat vertical wall applications only. **w or 24" o.c. unex. For larger projects, including commercial and multl•family projects, where the span of the OSeshaettuno 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 Technical Bulletin "Expansion Characteristics of James HardieSiding Products' at www.JamesHarde.com. DO NOT use stain, oiValkyd base paint, or powder coating on James Handle® Products. INSTALLATION: JDINTTREATMENT One or more of the following joint treatment options are required by code (as referenced 2009 IRC R703.3.2) A. Jam Flashing (James Hardie recommended) B. Caulking' (Caulking Is not recommended for ColorPlus for aesthetic reasons as the Caulking and ColorPlus will weather differently. For the same reason, p hev do not caulk nail heads on ColorPhis; products.) C. "H" jointer cover Figure 2 Nal line nail line Is nal present place fastener between 314" R 1' from top Nan 319• f Mn of plad0 ml oI pWrot hsel W" In moderale oMaact at bgll Jelnts water-rosisuw rafter i lazlentsr hetet a 11/4* starter strip to ensure a owlshurl pbnkangle leave approprtale gap heMaen plants and elan, then cauk— Note: Field painting over caullcng may produce a sheen difference when cdnnpared to Its field painted PdmePlus. 'defer to Caulking section in these Instructions. I For additional information on HardieWre Weather Baffler, consult James Hardie at 1-866.41lardle or www.hardlewrap.cdlm WARNING: AVOID BREATHING SILICA DUST James Harde° praduas comate ues"la crystalline attics, wddch Is Woven to the state of Cailomb to awe career and Is concidenod b/ WC and MW to be s cause of cancer from some oewpatbrol sources. Breathing a messlve emourds of respirable sato dust can rose cause a disabling and potanlllly lalal king disease called sincosb, and has been IkW w h other diseases. Some sades suggest smafting nnay hcrroso these rears catnip hstlWUan or Mndlrha (1) work h outdoor nos wdh ample ve ilWion; (2) nse fiber cement shears lorculling or, whom not feasible, use n HardluBmW saw hhth and dust-reduGnp circular saw attached 10 8 NEPA vaown; (3) wom otheis In the imme9ala area: (4) wear o plopo*-Tilled. NOSH-spprm ed dust mask or r s0rator (e g. N-97 In accord;Iuv with applicable go ffieni regublims and ma wfactunor Instructions to fuMa lint respirable slice e*osures During clean-up, use NEPA vacuums or wet cleanup ro mods - rover dry mwuep. for Iunhor information, rotor to our edalat4n instructions and Malenial Solel1yy Dela Sheet &debts at www.ames hardle.can a by Calling 1.800-8110 (1-800.942.7343). f•ALtlrf TO ADHERE TO OUR WWtNNGS, MSDS. AND INSTALLATION INSTRUCTIONS MAY LAD TO SERIOUS PERSONAL WURY OR DEATH. smow HS11119-P1/4 6113 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Roof to Wall Horizontal Flashing Kickout Flashing Z -Flashing "Aare hired by IR ,code min 4 x 4" i min. Y." Do not caulk Figure 7 Figure B Figure 9 Figure 10 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle fitecommended in HIiO Z -FI ' Itin N rr Figure 6 Slabs, Path, Steps to Siding V-2" Figure 11 Mortar/Masonry IV Extension FASTENER REQUIREMENTS " Blind Naling Is the preferred method of instauation for HardlePlanko lap Itioing products. Face nailing should only be used where required by code for high wind areas and must not he used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). 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. BUND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11ga. roofing 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 Panelfasta 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 7116" 11 ga. roofing nail (0.121 " shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 15/8" long x 0.375" HD). 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 tubbed Bugle -head or equivalent (No. 8.18 x 1-5/8' long x 0.323" HD) Screws must penetrate 3 threads Into metal training. Nails - Steel Framing ET & F pin or equivalent (0.10" shank x 0.25" HD x 1.-12" long) Nails must penetrate minimum 1/4" Into metal framing. OSB minimum 7/16" Skiing nail (0.09' shank x 0.221" HD x 1-1/2" long)' Figure 16 Minimum overlap for Both Face and Blind Nailing min._ overlap 24' — O.C. max. Cu i 1 1r4' min. overlap 4 olp1 v/utter fit y r FASTENER REQUIREMENTS " Blind Naling Is the preferred method of instauation for HardlePlanko lap Itioing products. Face nailing should only be used where required by code for high wind areas and must not he used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). 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. BUND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11ga. roofing 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 Panelfasta 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 7116" 11 ga. roofing nail (0.121 " shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 15/8" long x 0.375" HD). 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 tubbed Bugle -head or equivalent (No. 8.18 x 1-5/8' long x 0.323" HD) Screws must penetrate 3 threads Into metal training. Nails - Steel Framing ET & F pin or equivalent (0.10" shank x 0.25" HD x 1.-12" long) Nails must penetrate minimum 1/4" Into metal framing. OSB minimum 7/16" Skiing nail (0.09' shank x 0.221" HD x 1-1/2" long)' Figure 16 Minimum overlap for Both Face and Blind Nailing min._ overlap 24' — O.C. max. Cu i 1 1r4' min. overlap Laminate sheet to be removed Immediately after installation of each course for COIorPIUS° products. When face nailing to OSB, planks must be no greater than 91/4" wile and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardePlarde tap Siding. HS11118-PV4 8h3 314'-1-- J- ° race nag I t water -resistive beiner Laminate sheet to be removed Immediately after installation of each course for COIorPIUS° products. When face nailing to OSB, planks must be no greater than 91/4" wile and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardePlarde tap Siding. HS11118-PV4 8h3 GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING 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, hot -dipped galvanized nails. James Hardie Is not 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 clinhates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrlm 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 achieve specified design wind loads. NOTE Published wind loads may not be applicable to all areas where Local Building Codes have specific Jurisdiction. Consult James Hardie Technical Services If your are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should 111 snug against siding (no air space). nig. A) Do not over -drive nail heads or drive nags at an angle. If nail is countersunk, rill nail hole and add a nail. (1ig. 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 sif ictural 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. y ro 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 roll. (Drive under driven nails snug with a smooth faced hammer - Does not apply for Installation to steel framing). countersunk En tlq, 0VVYYfill &add nail snug flush CSJ DO -NOT DO NOT Figure A Figure B under drive nails staple PAINTING DO NOT use stain, otValkyd base paint, or powder coating on James Hardier' Products. James Hardie products must be painted within 160 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rales refer to paint manufacturers specifications. Back -rolling Is recommended it the siding Is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-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 caulking/sealant manufacturer's written Instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® CobrPlus® products During installation use a wet soft doth or soft brush to gently wipa off any residue or construction dust lett on the product, then rinse with a garden (rose. Touch up nlcks, scrapes and nail heads using the ColorPlus• Terhnology'lotich-up applimtor. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardllePlank• lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges Into trlm whore possible, and caulk. Color matched caulks are available from your ColorPlus• product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: 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 -tip will not be covered under the James Hardie COIorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® 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, drg and free of any dust, dirt, or mildew Repriming Is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. Apply finish coal In accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, rater to the ColorPlus touch-up section HSI 1119-P3r4 6113 y rv. COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANV LAP SIDING WIDTH SQ 5114 6114 7114 7112 8 8114 9114 9112 12 130=10DsgJl.) exposure) 4 5 6 6 I 6314 7 6 8114 10314 1 25 2D 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 3B 38 2B 4 100 8D 67 64 59 57 50 50 37 5 125 100 83 8D 74 71 63 63 47 6 150 120 100 9B 89 86 75 75 56 7 175 140 117 112 1D4 100 88 88 65 8 200 16D 133 128 119 114 IDD 100 74 9 225 180 150 144 133 129 113 113 84 1D 250 200 167 16D 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 2DO 175 175 130 15 375 300 250 240 222 214 188 188 140 18 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 36D 317 304 281 271 238 236 171 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 responsibllly for over or under ordering of product. IRECOGNITION: InaaadancewllhICC-ES EvalualloeRep riESR•2280,HardlePlanittapsktkigbiarnprizedasasutiahleallematetoThalspedledirethe2006,2009,620121rdernalonelReddenlalCodeforOne and Two-Fodly Dvreargs, and Ore 2006, 2009, 8 2012 Intemallonal tidlding Code,. HardlePlank lap ddkg Is also recoplzed for application In lie bOo ing: Cly of LosAngales Research Report No. 24862, State of Flodda tisdPlI FL11889, Dade CounV, Flalda NOA No. 024M.02, Us. Dept of HUD Maledap Release 12630, Term Department of Insurance Predrd Evalualon EC•23. Cally or Nevi Yak MEA 223 V44, and Cardorrla OSAFA-0111 These documents should also be conwIlDd for addilonal Infomration conoemkg lie suitakifdy of ids producl tar specific applcadons. 02013 James HardieeulwbgProdutis.All rights reser"d. Additional Installation lnformation, TM, es and ® denote trademarks ed. a Is a raged kedindem of `•' James HardieTedmWogyLFNied.l isaregisleredinademark Warranties,and Wamingsare ava ableat JamesHardieofJamesHerculeTedinologyLMlled. ww.jameshardie.com Panelfesl Is a registered trademark of ETBF Fastening Systems. Inc. HS11119-P414 6113 MIAMI -DADS NiIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOivIIC RESOURCES (RER) Miami, Florida 33175-2474 HOAItA AND CODE AD&UNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w vw.m1Amidadaeov/economy James Hardie Building product, Inc. 10901 Elnt Avenuc ' Fontana, CA 92337 SCOPE: This NOA is'being issued under the applicable rules and regulations governing the us* of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cern" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardicPlank, CemPlank Prevail Lap Siding; HardieSofftt, CemSofiit 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 1. 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 1.710.9.2 and 1710.9.3 on sofft' panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 013-0311.07 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. NOA No. 15-0122.04 Expiration Date: May 1, 201.7 Approval Date: April 9, 2615 033% 1s rage >t -- James IIardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitte(l under NOA # 13-031L07" 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 1. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 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, HardieSofftt 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. 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 pIZ015 Carlos M., Utrera, P.L. Product Control Exaininer NOA No. 15-0122.04 Expiratiou Date: May 1, 2017 Approval Date: April 9, 2015 E-1 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 pIZ015 Carlos M., Utrera, P.L. Product Control Exaininer NOA No. 15-0122.04 Expiratiou Date: May 1, 2017 Approval Date: April 9, 2015 E-1 r RE ILA w 31W Minimum ledge Distance Sheahing fastener, as described in NOW 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding Water4esistive barrier per Florida Building Code Section 14042 518" thick 15 ply APA rated plywood sheathing fastened in accordance with Florida building Code Section 23223 2" X 4" S -P -F Wood Studs i T he wag and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Budding Code. HARDIEPCg MPAN installation shall beEL,- RY 1 L PANEL S101NG 1N5T j lAL DETAIL Ag done in conformance with this Notice of Acceptance, the manufacturers Installation reoommendations, and the applicable sections of the Florida Building Code. Wood studs where liardePanel, Cempanel, Prevail Panel Slang wiU be installed shall be designed by an Engineer or Ard*zt per the Florida Building Code and the requirements of this N.O.A.shag be ariached to the studs inNob: Q 518' thick / 5 ply APA rated plywood cathing accordance with Florida Building Code Section 23221 sheathing supportedThesidingpanelsshagbeinstalledoverSWthiclk15plyAPAratedplywood by a minimum of 2"X4" S -P -F wood studs spaced a ma;d, of 16' O.C. Notre 2] The siding panel fastener shag be a 27 long. 0.223' head diameter, 0.092" shankdiameter, corrosion ngistant siding nag; the fasteners shag be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the SW thick 15 ply APA rated plywood sheathing into wood studs located at 16' O.C. Fasteners shall have a minimum edge distance of 30 and a minimum clearance of 2" from comets. HAROIEPANEI; CEMPANEI„ PREVAIL PANEL INSTALLATION DETAILS WOOD SPUD OONSTRUCTION James Hardie building Products, im 1090113th Avenue Fontana, CA 92337 No owc Flo A I I PNL-PLK-SOFF Creator. E GonzalessCAE 1 =1-0' ' tate: 4r24M13 JMXT 1 OF 12 P, OM OESCRIP7 R4 SEE HardePaneW. CernpaneM, & OETAIL A Prevail Panel Sidmg materials are 1 SM" &Ick 15 ply APA rated a in accbestosordance with ASM plYwood ~frqin C1186 Grade 11. Type A and meeting accordance with Florida the requirements of the Florida B"rg Code Section Building Code 23223 PANEL_OIM6N_S_0— vft r Oe Width Length Thickness arrier per FloridaW eF 8,9,10' 5116' Binding Code Section 14042 tSLO stS_S_tJRE RATING_ r X 4" S -P -F i iiiason Design Pressure Wood Studs 76 tsf wood Surds HardiePancL Cernpanel, Impact Resistant – Planks installed over 518' thick 15 Ply EC3L0 APA rated Plywood sheathingPrevailPanel Siding HARDIEPCg MPAN installation shall beEL,- RY 1 L PANEL S101NG 1N5T j lAL DETAIL Ag done in conformance with this Notice of Acceptance, the manufacturers Installation reoommendations, and the applicable sections of the Florida Building Code. Wood studs where liardePanel, Cempanel, Prevail Panel Slang wiU be installed shall be designed by an Engineer or Ard*zt per the Florida Building Code and the requirements of this N.O.A.shag be ariached to the studs inNob: Q 518' thick / 5 ply APA rated plywood cathing accordance with Florida Building Code Section 23221 sheathing supportedThesidingpanelsshagbeinstalledoverSWthiclk15plyAPAratedplywood by a minimum of 2"X4" S -P -F wood studs spaced a ma;d, of 16' O.C. Notre 2] The siding panel fastener shag be a 27 long. 0.223' head diameter, 0.092" shankdiameter, corrosion ngistant siding nag; the fasteners shag be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the SW thick 15 ply APA rated plywood sheathing into wood studs located at 16' O.C. Fasteners shall have a minimum edge distance of 30 and a minimum clearance of 2" from comets. HAROIEPANEI; CEMPANEI„ PREVAIL PANEL INSTALLATION DETAILS WOOD SPUD OONSTRUCTION James Hardie building Products, im 1090113th Avenue Fontana, CA 92337 No owc Flo A I I PNL-PLK-SOFF Creator. E GonzalessCAE 1 =1-0' ' tate: 4r24M13 JMXT 1 OF 12 Fastener Spacirro per Florida Budding Code Section 2322.3 MOM=SEVISM w4=gb wi*dM-Flaib Dy pnm*m I I• I Fastener Spamming per Florida Building Code Section 2322.3 I DUBOW Aoe emm 130 ly6 w /(• '% iu; t oaoac a . FR{_6QING NOMINAL 2" X C S -P -F WOOD STUDS 16' O.C. FASTENED WITH 34/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFTf FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHFAAT Il1YG NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 232.23 THE PANEL IS FASTENED Wr H Y LONG, 0223" HEAD DIAMETER, 0.092' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS S" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing 000 13 f =cFS8i0N1 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) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLA710M DETAILS WOOD STUD CONSTRUCTION tames Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 Phone: 900356-6300 SM FSCs NO I DM NO Fax 909-427-0634 A PNL-PLKSOFF Creator E. Gonzales tCALE 1"=1'-0' • Da*: 4/2412013 JSWW 2 OF 12 1 i WALL I's 8 AETA!46 i rbeiloriia die ALL LENGTH Stud Spacing at 15' O.C. N0.24 nr...i ' ? '0 •'.l i STATE I Nails at 6" O.C. (typJ 318" Minimum Edge Distance Sheathing fastener, as described in Note 1. Panel fastener, asdescribed in Note 2 HardiePanelO Siding Water -resistive barrier per Florida Building Code Section 1404.2 518" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-618" X 1-5/8" Metal C -stud The wag and soffit frames are to be designed by the Architect or Engineer of Record in oompUance with the Florida Building Code. SEE DETAIL A T SW thick 15 ply APA rated p"od sheathing fastened to meta) studs as desabed in Note 1 r VVatefile56tNe barrier per Florida Building code r Section 14042 Metal Cstud HardiePanel, rAR (LN.1 Cempanel, Prevail Panel Siding EmmnCT_0_EAM-P- r9IN HardiePaneW, Cempanelm, & Ptevailli) Panel Siding materials are nonasbestos fiber -cement products tested in accordance vrith ASTM 01186 Grade It, Type A and meeting the requirements of the Florida Binding Code. PANEisI`1UUI> &LQ Width Length Th-xlatess 4' 8,9.10' 5/16" DE.S_LG. t R T_lUP Installation Design Pressure Metal Studs -104 psf impact Resistant— Panel installed over 518' thick / 5 ply APA rated plywood sheathing AR 11SP1 IyE CF ftpgNELit?EV 4PANE SIDWG INS LL,LON_D_.T_AILLS, Ag installation shag be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where Hard-tePanel, Campanet, Prevail Panel Sidingwill be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this. N.O.A. Notre 1] 5/8" thick / 5 pyAPA rated plyvwood sheathing shall be attached to metal studs at 6bc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-114 long bugle head screw The siding panels shall be installed over SW thick / 5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-618" X 1-5/8" Metal C -studs spaced a mxdmum of 16"• O.C. Note 2] The siding panel fastener shall be a minimum No. 8-14 0.315" head diameter X I -W long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shag be spaced at 6" O.C. at panel edges and intemmediate studs; the fasteners shall be driven through the 518" thick /5 ply APA rated plywood sheathing into metal sleds located at 16" O.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL SCUD CONSTRUCTION James Hardie Building Products, Inc, 10901 FJm Avenue Fontana, CA 92337 0M No A I I PNL-PLKSOFF Creator, E. Gonzales I scur_' 1X =1-T { Date: 424/2013 S W 3 OF 12 16.00in. f +- I I T 6.00in. PRODUCMEVISD as eoa*1yisig wi& dw Fart' 41 r %7 II I'I II I• I 6.0n. I. I pReoU II I• I II 1Br4sW wi**aFlta s edmicecO& Agampoweo ey hems NOMINAL 20 GAUGE 3-518" X 1.518' STEEL STUDS 15' O.0 FASTENED WITH SW 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 NOMINAL 518" 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-U4° LONG BUGLE HEAD SCREW C_L.ADDJNG THE PANEL 1S FASTENED WITH No. 8-18, 0.315' HEAD DIAMrTERX 1-518' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6.O.C. AT PANEL EDGES AND I,INTERMEDIATE STUDS Cladding Framing II i I • I Sheathing II I•I II I I I 1 1 I I <<I I _ I I I I • aS •• ' 121 I I I I MOF 1 _ _ .... / S/ANAL FOR METAL GRAVrTy LOAD NOT PART OFTHIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONDWOODSTUDS, PROVISIONS FOR DIAPHRAGM ACTION SFOR THESE LOADS) E HARDIEPANEI., CEMPANEI., PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products. 11G 1LKJLYI Elm Avenue Fontana, CA 92337 ONO ae Phone: 909356-6300 S> FSCM NO Fax 909-427-0834 A PNL-PLK-SOFF 1 Creator. E. Gonzales SLE 1' = 1'-0' Date: 4=12013 s a a OF 12 SEE pF2000Cs D= SCRIPTtOIJ Stud Spacing at 15' O.C. ALL LEN -... DETAIL A HardiePlankV, Cemplank3l, & PrevailD Plank Lap Siding materials fiber -cementSM, / • SM, thick 15 ply APA are nonasbestos i......._-.' — l w i, - )rated plywood products tested in accordance with r—.i t ; kr AS M C1186 Grade it, Type A aid t i : i i i ' i st>eafhm9 n meeting the requirements of the i.l I i r rrii rida 13u Code Florida Building Code. t : ias vo f1e><7°°'Q° !'/ Q.• -- Sedion2322.3 PAIL PJMF.NSSO_ 1 IWALLi ; \ Wa Width Lengthth Thickness lE1GH'T i t i Dip harrierperFbrida Sy- 12' 5/16' Maduig Code t: t l i. t t proms f I t Sec&n 14042 DESIGNPF3ESS R !!G i i•i r :" I.i O°°, ' 3•I 2-X 4• S.p-F lnstalfation Design Pressure O,Q : _ i i Wood Studs Wood Studs -92 psf Lap S'idm9 Impact Resistant - Planks `sS/ 0 N A- ' Tj Planiks installed over 518" thick / 5 ply 314` Minimum Edge Distance Nails at 16` O.C. (typ.) '''..i l '`' Q" 1-114 Tau X 5116" APA rated plywood sheathingB-6 thick starler strip 01U1U wilt M& Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier L_ per Florida Building Cede Section 14042 j 1J' 5/S' thick / 5 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 to comprwoev ith the Florida Building Code. ILS Lec N.eR t`u_s Nw e!sv uAnct All Instagation shaD be done in conformance with this Notice of Aaoeptance, the manufacturer'sinstalMtionrecommendations, and the applicable sections of the Florida Building Code. Wood studs where FlardePlank, Cemplank, Prevail lap ng will be installed shall be designed by an Engineer orArchiDed per the Florida Buikfing Code and the requirements of this N.OA Note 1]thick / S ply APA rated plyvrood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3Planksshallbeappliedhorizontallycommencing from the bottom Course of the wall with 1-114 wide laps at the top of the plank such that the exposure area of each plank is:5 8-1/4" verdC3111+- Note 21 The siding fastener shag be a 2-1/Y long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant sWing nal; The siding is fastened S 8-1/4" O.C. vertically and 15' O.C. h0rizont311 , fasteners are driven into wood studs through SW thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area apm4nateN 314' from the bottom edge of the overlapping plank Vertical joints shag be placed over studs. The planks shall be installed over SW thick / 5 ply APA rated plywood sheathing supported by a minimum of 2'W S -P -F wood studs spaced a mabmum of 18" O.C. Fasteners shag have a minimum edge distance of 318". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, rm 10901 Elm Avenue Fontana, CA 92337 1. 1w, lin Vv ---- Fax 909-427-0634 A PNL-PLKSOFF Creator 13 Gonzales Imug 12' =1'-o" • Date: 4/2412013 sHEST 5 OF 12 Fastener SpaarV per Florida_ f Budding Code Section 7322.3 16 in. O Cladding 1.. I I • Framuig 1 Fasterig per Florida Shealha g BuH&q Code Section 23223 0.75in I FR0wCrREV=M I sreooVII&gvri 0021orith 1-3-42gll, 07 SYRoavCriitl:vi%Wp I .`' • 3F = Sd 25IR woe Prods Coatral p ap jrafg wit ft Eleni I No. 121rats,s sr STATE OF rr • c' F trfc NOMINAL 2"X 4" S -P -F WOOD STUDS 16.O.C. FASTENED sr ra.d 1QR10P• WITH 3-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ANDSVIIYrLOAD ARc THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 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 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING BUILDING CODE SECTION 23223 INSTALLATION DETAILS WOOD STUD CONSTRUCTION PLANKS.OVERLAP 1-1/4" tames Hardie Budding Products, Ina THE EXPOSURE IS 1/4" s8 10901 Elm Avenue THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0223" r e - Fontana. CA 92337HEADDIAMETER, 0.092" SHANK DIAMETER, CORROSIO RESISTANT SIDING NAILS,•PLACED 314' UP FROM THE Phone. 909-356-6300 s 1D OV -0 REv BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIO Fax 909-427-0634 A PNL-PLKSOFF 1 Creator. E Gor¢2Jes scrag 1• = t'-0' Date. 41242013 sHw 6 OF 12 1 Stud Spacing at 15' O.C. VALL LENG SEE PFZo - o-MCRiPXtQN B<---, DETAILA HardiePlank6i, Cemplank®, and N----- 56'thidc/5 pryAPA Prevail® Plank Lap Siding materials are nonasbestos fiber -cement i _— . _ _ _.-..._ ` 1 wedplymodproducts tested in accordance with ASPM C1186 Grade 11, Type A and to metal studs as described in Note 1 ' meeting the requirements of the i 'risbm°ff0" ' i 1 r. Q'.` .1. UA Florida Building Code. i 1RFa0er{esisSve WALL ° I barrier pa Florida PLANK DtMENSLONS. IflGHT i ewWN Code Width Length Thickness Section 14042 5 9-1/Z' 12' 5/16'• l Y : 4odmctCoe 1 DESIGP EgU$E R 1ING i F Metal C Ir 6tlation Design Pressure Kardi&lanK Metal Studs -92 psf a_. :—is.--__._. ...il_ __.moi... —_—v— • tI B F- - - +_ ss ' • • •...... ` C Lapg Prevail impact Resistant - We Mnimum Edge Distance Nags at 16" O.C. (tip.) " ' - "- O •. Planks instilled over 6B"thick / 5 ply ov„ B-6 1-1l4'taA X 5/18 APA rated plywood sheathingtickstarterstrip M At49 Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 14042 SW thick / 5 ply APA rated plywood sheathing fastened to metal studs as desen'bed in Note 1 20ga, 3-W X I -SW Metal C stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compfianoe with the Ftoiida Balding Code. HARDIEPLANK CK PRE1/AIL L-AP-$IOMG_WS:iAl11 TZQ IZE i ).,5 All installation shall be done in conformance with this Notice of A=eptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Binding Code. Metal studs where HardiePlank, Cemplank, Prevail Lap Siding w be installed shall be designed by an Engineer orA d*ed per the Florida Building Code and the requiremertts of this N.OA LNot a 11 SW thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6•oc at panel edges and all intermediate supports using a No.8-18, 0.315" head drdmeterx 1-1/4 long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is;5 8-1/4" vertically. INote 2] The siding fastener shad be a minimum No. 8-18, 0.315" head diameter X 2-1/4' long` bugle head screw over metal studs ('or screw shad have at least 3 full threads penetrating metal framing); The siding is fastened:5 8-1 W O.C. vertically and 16" O.C. horizontally, fasteners are driven into metal studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area appmodmately 3/4' from the bottom edge of the overlapping plank. Vertical joints shad be placed over studs. The planks shad be installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-W' X I -W' Metal C -studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge d stanoe of 318". HARDIEPLANI(, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Buldilig Products, Inc. 10901 Bat Avenue Fontana, CA 92337 NO A I I PNL-PLK-SOFF Creator: E Gonzales 1sruz 1/2' =1'-0" I Date: 42412013 1 sMMT 7 OF 12 0.75in as complyinawidiftF orwls Guee L3 t•a T sp Oak Prod 58 n. FPA-G_ NOMINAL 20 GAUGE 3-58" X 1-W, 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 3UILDING CODE SHgTIjNG NOMINAL. SIS"THICK15PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-16, 0.315' HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW PLANKS OVERLAP 1-1W THE EXPOSURE ISS 8-1/4' THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" HEAD DIAMETER X 2-11 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 6 in. CW64119 I 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) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDIINSTALLATIONDETAILSMETALSTUDCONSTRUCTIONJamesHardieBuildingProducts,.ino. 10901 Elm Avenue111alFontana, CA 92337 Fa X 909-427-0634 A PNL-PLK-SOFF 1 Creator. E Gonzales SCAM 1" =1'-0• 0,W 42412013 wWr SOF 12 Framing I I 11611REVLSM ooh nmi& , Goo 121 A PM&Wca wd . STATE OF = ,• 0114P.= AL 'Tj1Vf5 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) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDIINSTALLATIONDETAILSMETALSTUDCONSTRUCTIONJamesHardieBuildingProducts,.ino. 10901 Elm Avenue111alFontana, CA 92337 Fa X 909-427-0634 A PNL-PLK-SOFF 1 Creator. E Gonzales SCAM 1" =1'-0• 0,W 42412013 wWr SOF 12 WALL REUA4A ALL L1=T(GTH SEE MsDUca-DESCR1M0 Stud Spacing at 16" O.C. DETAIL A Hardie5offitO & CemsoffM materials are nonasbestos fiber -cement products tested in 6— accordance with ASTM C1186 Grade If. Type A and meeting the requirements of the FloridaIJBuildingCode. 318" Minimum j Nails at 4" O C• (tYp )ma011L't REvtND PRoDUGTREVEM Distance a a+aoplyag wA the Ruib e 943ft akkA0oepomoslsoF3-0 offd'fastener, as escrbed in Note 1 HardieSoffit, Cemsoffit Minimum 2"X 4• S -P -F Wood Studs The wag and soffr, frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code: GAW4 No- 4 21 STATE OF QEF EM-S-O.EE-XP—A- 4lKsJA_ wUJo D_E?A14 Alt Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable 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 ttis N.OA The soffit shall be installed over minimum Z%#' S -P -F wood studs spaced a maximum of 19'0.C. Note 1] The soffit fastener shall be a r long, 0.223" head diameter, 0.09r shank diameter, corrosion resistant siding naik the fasteeners shag be spaced at4" O -C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" U.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. j I INSTALLATION DETAILS WOOD SND CONSTRUCTION James Hardie Building Products, I= 10901 Elm Avenue Fontana, CA 92337 I i. i. sm FSC' M Mr. NO rX 4" S -P -F A OIMgthENSThickness PNL-PLK-SOFF Creawr E. Gonzales sou.E 1rZ-= v -o- paw 4a J2013 srEffr 9 OF 12 Wood Studs 4 g V4" I'i j. !• p"_G_N PKESSUREJiA UNG. HardieSofflt, Installation Design Pressure Cert so16t Wood Studs 70 psf 318" Minimum j Nails at 4" O C• (tYp )ma011L't REvtND PRoDUGTREVEM Distance a a+aoplyag wA the Ruib e 943ft akkA0oepomoslsoF3-0 offd'fastener, as escrbed in Note 1 HardieSoffit, Cemsoffit Minimum 2"X 4• S -P -F Wood Studs The wag and soffr, frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code: GAW4 No- 4 21 STATE OF QEF EM-S-O.EE-XP—A- 4lKsJA_ wUJo D_E?A14 Alt Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable 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 ttis N.OA The soffit shall be installed over minimum Z%#' S -P -F wood studs spaced a maximum of 19'0.C. Note 1] The soffit fastener shall be a r long, 0.223" head diameter, 0.09r shank diameter, corrosion resistant siding naik the fasteeners shag be spaced at4" O -C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located 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 SND CONSTRUCTION James Hardie Building Products, I= 10901 Elm Avenue Fontana, CA 92337 Phone: 909,356-6300 sm FSC' M Mr. NO Fax 909-427-0034 A PNL-PLK-SOFF Creawr E. Gonzales sou.E 1rZ-= v -o- paw 4a J2013 srEffr 9 OF 12 4.001n. mcbWrItEwsw PRODtlC[):EVllSFD s aa 6g 4b 1 e 1Fteo ss eo plyiog wbh d,e IFi DM.QU/ 31W7 irb -0 sY dMpp5l> z l sc.a ERM -M NOMINAL 2" X C S -P -F WOOD STUDS 16" O.C. FASTENED WITH 3-112" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION)- ' THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCRTECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDIAlG ' THE SOFFIT IS FASTENED WITH Y LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hartle Building Products, Ina 10901 Sm Avenue Fontana, CA 92337. Phone: 909-356.6300 SIZE 1`3cm NO I VIVO, NO REV Fax 909-427-0634 A PNL-PLK-SOFF t Creatcr. E. Gonzales Sane 1" =1'4" Date: 4r 2013 SHEET 10 OF 12 No. 121 STArc OF FEORVO ON A\ FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hartle Building Products, Ina 10901 Sm Avenue Fontana, CA 92337. Phone: 909-356.6300 SIZE 1`3cm NO I VIVO, NO REV Fax 909-427-0634 A PNL-PLK-SOFF t Creatcr. E. Gonzales Sane 1" =1'4" Date: 4r 2013 SHEET 10 OF 12 ALL LENGii Stud Spacing at 16" O.C. ems_ i I i i i! I it i WALL i iIi 1 i fEIGHT' i 3/8" Minimum Edge Distance R 9!49 Nails ate" O.C. (typ• fastener, as nbed in Note 1 HardieSotfit, Cemsoffrt LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Flodda.Building Code. 6 PFR0_0_U9DE.SCRIP'i: M SEE Har leSoffi tV &Cemsoffit® materials DETAIL A are nonasbestos fiber -cement products T•— tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Fbrida Building Code. 20p, 3-5/8" X 1-58- S0_FF_T1LDj_Wla49M Metal C shrd Width Length Thickness 4, s. V HardieSofBt, DE_S_I_Gnl Pi9FSSM M-RNC1 Cemsoffrt installatbri Design Pressure Metal Studs -45 f t'tl fpOGA E-Cj1Q&E-3-B PRODUCT REVISED a RODIUCr>ZIEvtSEDd5coupilypift` `rF• 6 r+°s wim dtef<7asida e ..; rbraet;lerift r3 C r'I °• y21 wuoe ree Nrrl 7T u!? : -C OF . l Card, ly. r,anaca.rea _'FS = o QRICP ' ,? k(SRA[E 2i 3AC lE.4.N.STE 1J-9 T141.1Q>ti?AI)._S. •. r AD insulation shag be done in conformance with this Notice of Acceptarl6!t fi'nLrfadtuees 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 Ard*W per the Florida Building Code and the requirements of this N.01i The soffit shall be installed over minimum 20ga, Nominal 3-5/8'X 1-518" Metal C -studs spaced a maximum of 16" O.C. piote 11 The soffit fastener shall be a minimum Na 8-18, 0.315' head diameter X 1-1/4' long' ribbed bugle bead screw ('or screw shall have at least 3 Wil threads penetrating metal ' framing) -,the fasteners shad be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shad 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 borrters. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products. Inc. 10901 Elm Avenue Fontana, CA 92337 hone: 909-336.6300stm w OV4 No REV Fax 909-427-0634 A PNL.PLKSOFF 1 Creator. E• Gonzales. SCALE' 1/2, =1'-0" Date: 4124!2013 snEEr 11 OF 12 . o.uum. 1 V.V W 14 Cladding Framing 6.00In. pRCDtJi.T MvIlm . soo iyog meFledi gE1i D 1b s / asboa+ 615sF1aids iiiiiii i — AWA 7 trt .. fir.dn+ - d 21 _ -o' No. FLO ST SOF SrONP AMiNG • NOMINAL 20 GAUGE 3-SM" X 1-51'8' STEEL STUDS 16!' O.C. FASTENED WITi:i 5/8' 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 3-ADD G HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315° HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4' LONG CORROSION RESISTANTRIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 .lames Harcfie Building Products, Inc. FULL:, THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS W O.C. AT PANEL EDGES AND INTERMEDIATERAN 10901 Elm Avenue STUDS Fontana. CA 97337 Phone: 909.356.6300 LA FcµNO UAG No REv Fax 909-427-0634 PNL-PLK- SOFFCreator. I- Gonzales 1 • =1-w Dale: 4242013 Ww 12 OF 12 Florida Building Code Online Page 1 of 2 Business Professional a IIF ri0liC DepM Fil(d SCIS Home E Lop In ; User Registration I Mot Topics E Submit Surcharge I Stats a Facts E Publications E FOC Stag I SCIS Site Map E Links I Search i Busines(? ProductApproval 1USER: rofessi 0 nal Puakllxr Regulation Product Aporoval Menu > ProduR er Apolkatbn Sea= Application List > Application Detail FL # FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archived D Product Manufacturer Silverllne Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, N) 08902 800) 234-4228 Ext 4644 lonberrian@slbp.com Authorized Signature Jon Berrian onberrian@slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Year 2011 2008 Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated Summary of Products FL Model, Number or Name Description http://w%A,w.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGBVXQwtDgtvA%2bxmzkl ... 2/19/2016 Florida Building Code Online 19715.1 1 Series 2900/4900 Single Hung Extruded Vlnyi Single Hung Window Page 2 of 2 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC 2-4-16 CCL-:ist.pdf 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 FL1971S RO II SWD002 SS 2016.02-03.0dF Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Novero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Back Next Contact % I949 North Monroe StreeL Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EE-0 employer. Copyright 2007-M33 State of Florida.:: Privacy Statement :: Accessibility StarernMt :: Refund Statement Under Florida low, email addresses are putlk records. If you do not want your e -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by Phone or by traditional mall. 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 prwlde the Department with an emall address IF they have one. The emalls provided may be used for otttdal communk&Uon with the licensee. However email addresses are public record. V you do not wish to supply a personal oddress, please provide the Department with an &mall address which can be made available to the publk. 7o determine If you are a licensee under Chapter 45S, F.S., please clic[ hum. Product Approval Accepts: M ® as sccur(LY,wriatcq http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEV XQwtDgtvAO/o2bxmzk 1... 2/19/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF ANSI ALLATION 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 & SPACING IN THE ANCHOR LAYOUT DETAILS I.E, WITI IOUs CONSIDERATION OF TOLERANCES(. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4 SHIM AS RETUIIRFD AT EACH INSTALI ATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SKIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 3/16 INCH OR GREATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RD WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 1-212 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3@' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL SND USE 88 SEIFTAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A fiiENIMUM OF 3 TNR .NETRA710N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION IMO WOOD FRAMING USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. L THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 1NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO A041PA 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE R10 SELF7APPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 TNR DS PENE TRAI ION BEYOND METAL WALL- 10. ALL10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING RUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST 8E MADE OF CORROSION RESISTANT MATERIALOR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOC$ DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GE.iJERAL NOTES: 1. THE PRODUCT SHOWN HEREIN D DESIGNED AND MANUFACTURED TO COMPLY WITH THE 5TH EDITION 2014) FLORIDA BUILDING CODE (FBCL EXCLUDING IHVHZ AND HAS SEEN EVALUATED ACCORDING TD THE FOLLOWING: AAMA/WDMA/CSAI0lAS.2/A44D-DBnl 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY. 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING AMUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HERON, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVHZ AREAS, IN HVLQ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAM DADE REA OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEnNED IN CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR S. GLASS MEETS THE REQUIREMENTS OFASTM E 13W MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. 8. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C GROIUT-FILLED CMU- UNIT STRENGTH CONFORMS 70 ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CAN - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478' or ID GAUGE). MIN. IJV EDGE DISTANCE F. ALUMINUM - MINIMUM ALLOY 6063 -TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE. MAX OVERALL SIZE WIDTH HEIGHT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION S - INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANONOR LAVOLMS 4 - VERTICAL 6 HORIZONTAL SECTIONS (NAIL FAN) 5 - VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE WIDTH HEIGHT LOIJfi6. DESIGN PRESSURE MISSEL.E IMPACT RATING 36' 84' O/X 35 / -35 PSP NON IMPAR 38' 66' O/X 50 / -50 PSF NON IMPACT 38' 74' O/X 50 / -50 PSF NON WACT 38' 7T O/X 35 / JS PSF NON IMPAR 44' 62' O/X 50 / -50 PSP NON EMPACT 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 IMPAR 36' 83.73' O/X (DAM) 35 / -35 PSF NON IMPACT 48' 96' O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 62- O/X-0/X 35 / •35 PSF NON WACT 77 84' O/X-O/X 35 / -35 PSF NON IMPAR 76' 62' O/X•O/X 50 / -50 PSF NON IMPACT 76' 7Y O/XO/X 50 / -50 PSF NON IMPAR 76' 7T O/XO/X 25 / -25 PSF NON IMPAR 80' 74' O/X-0/X 35 / -35 PSF NON IMPAR 96' 74' O/XO/X 30 / -30 PSF NON IMPAR 05' 6T 0/X•0/X-0/X 50 / -50 PSF NON IN ACT 108' 72* O/X-O/X-O/X 50/-50 PSF NON IMPAR 108• 84' OIXOM-0M 25 / -25 PSF 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' SilverLine brAndeFsen r's Ir o4w4•eooA4 ONE SLLVr-.IDN[ 04'YE r10Lim IPUN5WICL N744104 IM (752) QS.= u Z C Ohm wm I -K w SeSZyWmNLiT Lumcz OT w QN LU a A CI F hQD vJ Z G N z X 2 N Z c u DWG M SWD002 SHEET: •I OF 6 MAX. FRAMEMAXSilverline WIDTH 48• DTH 48E- DrArdersen B E 4 4 4 5 r+w•.ae• am ImAuD4 tam NOkM M W L9v7[1t. N7 O SDt pN DRI as-mm S 5 S S u n2 a4 • a 4 4 ' 4 g$ IN O w MAX. FRAME MAX FRAME _ HEIGHT 96' HEIGHT 6• QUALIFIED CONFIGURATIONS Wo ARCH TOP CONFIGURATIONS FOR ALL 29014901 tiI N Q m w RATINGS, SINGLE UNIT CONFIGURATIONS . X. W a ar0 LuHQ A D A D D s 4 5 rm ELEVATION ELEVATION ZSINGLEHUNGWINDOWSINGLEHUNGORIELWINDOW O H c H WIDTH 6E MAX FRAME w w 4 5 QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 29024902 RATINGS, TWIN UNIT CONFIGURATIONS F F O 5 S F Z 4 4 : °pO * aa ti a MAX FRAME O • .6.AMAHEIGHT74• L m7L MAX d•' •••• , tl HEI 'iH * pR0``` 1Iuu m 4(B A D ELEVATION s ELEVATION TWIN SINGLE HUNG WINDOW TIIIPLE SINGLE HUNG WINDOW C W DOO 2 SHEET: 2 OF 6 WIDTH 108• B E S F 5 Cr 6HT y 0. C 0 7 D 7 FRAME 84• x• x• x• 2" MAX. FROM J 11 11' MAX. O.C. CORNERS r L ONE 2' MAX. FROM 4 1/2• MAX. O.C. I rrCORNERS II' MAX.—T O.C. 41/ O.C. 2" MAX FROM CORNERS NOTON..r aIITS AT OP SOPW 2"MAX. 314alfAhV4%EbrAxrnC FROM ATMEAD.IAAY.AM=U, CORNERS ANCHOR LAYOUT MAR FIN - SINGLE HUNG WINDOW 6' MAX. FROM 20' MAX CORNERS r O.C. 6' MAX. FROM CORNERS 20' MAX O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 L 41/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 1' MAX ROM . _ 6' MAX. FF CORNERS I I — O.C. 6' W O.0 1" MAX. 1 I I 6- MAX. FROM J —'1 Fes— O.C. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6" MAX. FROM 2 3/4" MAX. CORNERS I r r ---r. O.C. I" MAX L 6" MAX. 1 FROM J CORNERS I 16 1/2' MAX O.L. ANCHOR STRAP 6" MAX P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHORLAYOUT THROUGM FRAME -TWIN SINGLE HUNG WINDOW 1I' MAX O.L. S'IverLM byAndemw r.eerE.se..A ort m.EanE WINE 0.11 NLWATC& W cow m ps:I.35- m of M IE H Wwz r $ w N yrvF AC m ui woz It C am yy LL T C O mt II^^ vI Z Oo H g Q I* Iy co ANCHOR STRAP < ^' u t N 2PM502995-2 o u SEE SHEET 5 FOR DETAILS DW6 # ANCHOR LAYOUT SWD002 THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 ONE 1" MAX. 1 I I 6- MAX. FROM J —'1 Fes— O.C. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6" MAX. FROM 2 3/4" MAX. CORNERS I r r ---r. O.C. I" MAX L 6" MAX. 1 FROM J CORNERS I 16 1/2' MAX O.L. ANCHOR STRAP 6" MAX P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHORLAYOUT THROUGM FRAME -TWIN SINGLE HUNG WINDOW 1I' MAX O.L. S'IverLM byAndemw r.eerE.se..A ort m.EanE WINE 0.11 NLWATC& W cow m ps:I.35- m of M IE H Wwz r $ w N yrvF AC m ui woz It C am yy LL T C O mt II^^ vI Z Oo H g Q I* Iy co ANCHOR STRAP < ^' u t N 2PM502995-2 o u SEE SHEET 5 FOR DETAILS DW6 # ANCHOR LAYOUT SWD002 THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 6" MAX. 1 FROM J CORNERS I 16 1/2' MAX O.L. ANCHOR STRAP 6" MAX P/N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHORLAYOUT THROUGM FRAME -TWIN SINGLE HUNG WINDOW 1I' MAX O.L. S'IverLM byAndemw r.eerE.se..A ort m.EanE WINE 0.11 NLWATC& W cow m ps:I.35- m of M IE H Wwz r $ w N yrvF AC m ui woz It C am yy LL T C O mt II^^ vI Z Oo H g Q I* Iy co ANCHOR STRAP < ^' u t N 2PM502995-2 o u SEE SHEET 5 FOR DETAILS DW6 # ANCHOR LAYOUT SWD002 THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 I* Iy co ANCHOR STRAP < ^' u t N 2PM502995-2 o u SEE SHEET 5 FOR DETAILS DW6 # ANCHOR LAYOUT SWD002 THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 08 WOOD SCREW- INSTALLATION CREWINSTALLATIONANCHOR EXTERIOR FINISH BY OTHERS PERIMETEMETER SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR SEE GLAZING DETAIL, SHEET 6 1112' MIN. EMBEDMENT d ! a • r 3/8' MIN. EDGE DIST• 1/4- MAX. SHIM SPACE SASH REINFORCIN INTERIOR SEE SWEET 6 FOR REQUIREMENT SEE GLAZIN DETAIL SHEET INTERIOR B1 VERTICAL SECTION a / HEAD -2x WOOD BUCK NAIL FIN SEE GLAZING _\ DETAIL. SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 08 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS EXTERIOR O.A. UNIT WIDTH 1/4' MAX. MIN. 3/8' EDGE DISTANCE Sil er 04 aavm" Dock wens w"wrcr w cam r (M)u»mo 3 ? Z h $ SHIM SPACE Q g002F J C 1: .... CC z%; ' G WZbW S MIN. 3 THREADS h v y 0 c Z m 6 PENETRATION BEYOND METAL STRUCTURE ip a p 5 t .• g m a Z6S z_z Lu 48 6R. 5 SELF-TAPP" SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION p NOTE 14 tm EXTERIOR FINISH BY OTHERS Z PERIMETER 5EALANT BY OTHERS H p U) p Lu o HORIZONTAL SECTION I 4 JAMB -METAL STUD 1/4• MAX NAIL FIN SHIM SPACE 3/8" MIN. j EDGE DIST, a a CONCRETE/ MASONRY BY OTHERS 1112* MIN. EMBEDMENT q VERTICAL SECTION 4 SILL - 2X WOOD BUCK NAIL FIN rte- - u 0 Dw6 u SW0002 SHEET: 4 OF b 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/MASONRY BY OTHERS CAULK BETWEEN ° CONCRETE/MASONRY BY OTHERS '. 7 3/4• MIN. EDGE DISTANCE ZX WOOD BUCK/5TUO BY OTHERS SEE SHEET 6 FOR 1/4' MAX CONNECTION DETAILS SHIM SPACE a ' SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE G1r42 11/2* MIN. DETAIL SHEET b EMBEDMENT INTERIOR PERIMETER SEALANT J v I 1/4" MAXSHIMSPACE BY OTHERS / O.A. EXTERIOR / INTERIOR UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION S HEAD -2K WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 1 EXTERIOR O.A. UNIT HEI6HT PERIMETER SEALANT BY OTHERS INTERIOR ANCHOR STRAP, AT TWIN A TRIPLE CONFI6.ONLY. SEE PLAN VIEW -ANCHOR STRAP P/N 50-2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ, 1/4' MAX 1 r SHIM SPACE EXTERIOR FINISH • HORIZONTAL SECTION BY OTHERS e . ; 4" MIN. EMBEDMENT PRECAST SILL n SCREWS FROM STRAP TO BY OTHERS FRAME. HOLES PROVIDED 4.0000 00004. rTOACCOMODATE #14 DIA. 3/36' ITW TAPCON e 2.0000-1-2.0000- r INSTALLATION ANCHOR° 0.0620- t 3/4" MIN.• EDGE DISTANCE p VERTICAL SECTION 5 SILL - CONCRETEIMASONRY TT THROUGH FRAME EXTERIOR O.A. UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2'EDGE DISTANCE 910 6R. D SELF-TAWIN6 SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS F HORIZONTAL SECTION 5 JAMS - METAL TUBE/STUD OR APPROVED MULLION THROUGHFRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME. HOLES PROVIDED 4.0000 00004. rTOACCOMODATE #14 DIA. 1 2.0000-1-2.0000- r 0.0620- 0.5 ) TT 6.0000 N- INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 50.2995-2) OPENING. 5EE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANC14ORM46 REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIR 1-1/4' EMBEDMENT, MIN. 1-3/41 EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #20 SELF -DRILLING SCREWS. GR. 5. PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. I' EDGE DISTANCE. SilverLine byAndersen wuew.•eeeee US orfi an tw.a4 oez Nonw eruwwrac w oeeo: rwlncl.u oao T R3 V) go apAZ LuILu U) Z om I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X). DESIGN PRESSURE •/• 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (0/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-0/X), DESIGN PRESSURE -/• 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (0/X-O/X-0/X), DESIGN PRESSURE 4-50 PSF 108 X 72, (O/X-O/X-O/X). DESIGN PRESSURE •/-50 PSF c- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 0-STEELINTERMEDIATEFRAME'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIWS: 76 X 62, (O/X-0/X), DESIGN PRESSURE -/- 35 PSF NOTE, 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAYBE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX. O.L. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 11/4* MIN. EMBEDMENT 11/2' Mm EDGE I .• DISTANCE 2' MIR EDGE I fDISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL In Z p WI LLi F N mz f uZ 0 0 DWG #: SWD002 SHEET: 6 of 6 SilverLine NOTE: 67AfIdet5011 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZIN6REQUIREMENTS OUTLINED IN CURRENT FRC AND ASTM, E 1300 GLASS LOAD RESISTANCE. cm a r • . o e INTERIOR SLVENM4 wm wasm1wc¢ rw: oR1 •rq-:mn I 5/8' O.A. I.6.6LA55 QQ 1 w^ kFOm H i a0rrEXTERIORINTERIOR G 6 3! re EXTERIOR / INTERIOR t• RRm MIIJ.6LA55 2 x W 2 m G SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING p BITE 1/2' Lk SEE BELOW FOR RET1.F. SEE BELOW FOR REINF. 1/8' SETTING BLOCK / i ? W w Q REQUIREMENTS REQUIREMENTS. 4 r d VERTICAL SECTION HORIZONTAL SECTION 6 MEE INGSTILE 6 INTERMEDIATE FRAME MULLION GLAZING DETAIL I c I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X). DESIGN PRESSURE •/• 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (0/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-0/X), DESIGN PRESSURE -/• 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (0/X-O/X-0/X), DESIGN PRESSURE 4-50 PSF 108 X 72, (O/X-O/X-O/X). DESIGN PRESSURE •/-50 PSF c- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 0-STEELINTERMEDIATEFRAME'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIWS: 76 X 62, (O/X-0/X), DESIGN PRESSURE -/- 35 PSF NOTE, 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAYBE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX. O.L. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 11/4* MIN. EMBEDMENT 11/2' Mm EDGE I .• DISTANCE 2' MIR EDGE I fDISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL In Z p WI LLi F N mz f uZ 0 0 DWG #: SWD002 SHEET: 6 of 6 WINOOW R ODOR l`1UFACTUMRSAMCIATION NOWDMA Hallmark® Certificate of CCL) Conformance and License CCL 4tx> Silver Line Building Products Mfr IO: 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. Sysmm' Q°""" 51,s, Inc. Product No. Product Name Standard Rating W1de High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/l.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-109-47 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48)' Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psf) 440•H-025.36 2900/4900/ 70 Series 101/l.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm 89241.01-109-47 7/17/2012 3/8/2017 9142127mm (36x84inrH 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665.2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 413/2017 12190676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 101/l.S.21A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 914x1930 mm (36x76 in)-H 440-H-025.41 2900/4900 Impact 70 Series ASTM EA996-05 / 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/l.S.2/A440-08 Class LC-PG25; Size tested 1118m 1905mm C7074.01 7/1/2013 5/1/2017 1118x1905mm (4475in] Type H; Positive Design Pressure DP) = 1200Pa (25psQ; Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440-H-025.43 2901/4901 101/l.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) = 2400Pa (50psi); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD -20 10/14/09 Friday, May 13, 2016 Page 7 t(,FAC ASWICIAT" Hallmark® Certificate of AMS, INC. NEWDMA 1575mm Conformance and License (CCL) Adminiwativc Mmegcwmstt>><systmsa 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 11 18m 1575mm C7074.01 7/1/2013 5/1/2017 1118xl575mm' (44x62in')- Type H; Positive Design Pressure (OP) = 2400Pa 50psf); Negative Design Pressure (OP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) 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 5/1/2017 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); OP =-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 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP = -240012a (-50psf) 440-H-025.47 2900impact ASTM E-1996 121ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E-1886-05 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); OP =-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 07075.01-109-47 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 OP & 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 OP & 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 1321 mm 1854mm NCTL-110-16675.3 3/5/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type -H WD -20 10/14109 Friday, May 13, 2016 Page 8 WINDOW R DOOR0MANUFACTURERSAS=ATION Hallmark® Certificate of AMS, INC. anIEWDMAConformanceandLicense (CCL) 4C&Ad""°1Systmsive ` loc. Sy:tcrns, I°e. 1W Silver Line Building Products Mfr I0: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5!2014 12/12/2017 965 x 1575mm (-38 x 62 in.) Type -H 440-H-025.59 2901/4901 Impact ASTM E-1996 121ASTM OP +50/-50 psf, Missile 0, 1321 mm 1854mm NCTL-110-16675-2 3/512014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D. 965mm 1575mm NCTL-110-16675.2 3/5/2014 2120/2018 E-1886-05 Wind Zone 4 440•H-025.61 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm x 2134mm (48 x 84) Type -H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.62 2900-4900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm 1829mm D9957.01-109.47 10/9/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type -H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-025.63 2900-4900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type -H; OP +30/-30 psf; Water Test Press 260Pa (5.43psf) 440-H-025.64 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109-47 1/29/2015 8/4/2024 1219mm x 1829mm (48 x 72) • Type -H; OP +35/-35 psf; Water Test Press 26013a (5.43psf) 440-H-025.65 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-109-47 1/29/2015 8/4/2024 965mm x 1956mm (38 x 77) Type -H; OP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.66 2900-4900 Series/2901/4901 Oriel Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 1219mm x 2438mm (48 x 96) Type -H; OP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.67 29004900 Series/2901/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 965mm x 1676mm (38 x 66)• Type -H; OP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-025.68 29004900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-10947 6/1/2015 9/8/2025 965mm x 1880mm •(38 x 74) Type -H; OP +50/-50 psf; Water Test Press 360Pa (7.52psf) WD -20 10/14/09 Friday, May 13, 2016 Page 9 O M' ut oo+AC AssocLATM NEWDMA 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. A&'"nSyacins% Inc. `" Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/2901-4901 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 psi; Water Test Press 360Pa (7.52psf) 440-H-025.70 2900-4900/2901-4901 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 11 18m 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 C1050.01-109-47 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 C4709.01-109-47 1/31/2013 12/13/2016 22860880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109.47 9/24/2013 7/24/2017 1829x2134mm• (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994x1524mm• (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 C0328.01-109-47 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 09358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type -H; OP +35/-35 psf•, Water Test Press 260Pa 5.43psf) WD -20 10/14/09 Friday, May 13, 2016 Page 10 DCORONWINDOW l41ANN UFFACivAssocwTION Hallmark® Certificate of AMS, INC. IMWDMA Conformance and License (CCL)41C Adm"iSyvam,dvc I °`"" Systertu, 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-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 psi; Water Test Press 180Pa (3.76psQ 440-H-027.28 2900-490012902-4902 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 +251-25 psi; Water Test Press 180Pa (3.76psQ 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 psi; Water Test Press 180Pa (3.76psQ 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 +15/-15 psi; Water Test Press 360Pa (7.52psi) 440-H-027.31 2900-4900/2902-4902 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 psi; Water Test Press 360Pa (7.52psi) 440-H-027.32 2900-490012902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-10947 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type -H; DP +501-50 psi; Water Test Press 360Pa (7.52psi) 440-H-027.33 2900-4900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109.47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type -H; DP +30/-30 psi; Water Test Press 220Pa (4.59psQ 440-H-028.14 2903/4903/ 70 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm 8643001 4/5/2012 12/16/2016 27370575mm (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 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109.47 2/19/2013 1/17/2017 2718x 1575mm'(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 10/14/09 Friday, May 13, 2016 Page 11 WIN00W 8 DOW WMUFACTURERSASWCIATION IEWDMA Hallmark® Certificate of Conformance and License (CCL) 4tAdministni Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceft.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. ivc Manegcnxm Systems, lac. 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 11f7/2014 2/21/20/8 2737mm x 1829mm (108 x 72) Type -H; OP +50/-50 psi; Water Test Press 360Pa (7.52psi) 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 4110/2015 4114/2025 2743mm x 2134mm (108 x 84) Type -H; DP +20/-20 psi; Water Test Press 150Pa (3.13psf) 440-H-028.21 2900/4900/70-2903/4903 Triple Single Hung 101/t.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 psi; Water Test Press 180Pa (3.76psf) 440-H-028.22 2900-490012903-4903 Triple Single Hung 10111.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; OP +30/-30 psi; Water Test Press 220Pa (4.59psi) 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 11 18m 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118x1524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psi) 440-H-029.08 2900-490012907-4907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 313/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type -H; DP +35/-35 psi; Water Test Press 260Pa (5.43psi) 440-H-030.15 2900/4900 Series 101/l.S.2/A440.11 Class R-PG20; Size Tested 2032mm 1575mm 02935.01-109-47 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 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm 05514.01-109.47 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 10/14109 Friday, May 13, 2016 Page 12 WINDOW & OOORONMANUFACTURERS ASSOCIATION Hallmark® Certificate of IEWDMA Conformance and License (CCL) 4C > Silver Line Building Products Mfr 10: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540 Transom (Specimen 1) Standard Rating 101/I.S.2/A440.11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 260Pa 5.43pso 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. Wide High Test Report # 1245mm 2432mm E6290.01-109-47 2734mm 914mm E6290.01-109-47 vtc 7 -.C/— John A&Fee, ISP c AMS, INC. Administrative ManegttnenI systems, Inc. . CertDate ExpDate 11/23/2015 4/27/2025 11/2312015 4/27/2025 IMAM Hallmark By. A.,14 Rhonda Schoa, Authorized Representative, AAPS If Program Sponsor: Program Administrator. Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730,205 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL (312)6734828 www.wdma.com TEL (315)646-2234 staff@amscert.com WD -20 10/14/09 Friday, May 13, 2016 Page 26 A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 3947 5th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certificate) Windows Single Hung Series 2900/4900 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' Ile O Z O 7 = Hermes F o ero, P.E. Florida No. 73778 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 5" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 51" 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`" 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 BUILDING DROPS A\\) 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: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 86430.01-109-47 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 IrI\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = O.SS), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. 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 Online O nClC3 p o o n° ' Y- W-24 BGS Home I Lop In I User Registration I Hot Topic Submit surcharge Stats B Facts Publications FBC Staff BCIS Site Map I Links I Search f Ofld2 r i:? Product Approval IUSER: Public User Product Approval Menu > Produ[t or Aooliohon Search > Aooilratwn List > Applicatlon Detag pgc' — 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 gtayIor@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 If Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scales 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 e Validation Checklist - Hardcopy Received Certificate of Independence FL2174 RIS COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By ' Sections from the Code Year 2002 2005 httpsJ/www.floridabuilcing.org/pr/pr_app o.aspx?param=wGEVXQwtDquOIJRlWxrou7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 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 Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 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 RI II 0228 318958 P7.odf FL9174 Rll II Track Supolement Chart P10.odf FL9174 Rll II WDJambSuoDlementP16 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 Rent 9100 rl s.ndf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf 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 0229 318959 PB.odf FL9174 Rll 11 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 rl s.0df 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 Rll 11 0230 318960 P10.Ddf FL9174 Rll II Track Supplement Chart P10.Ddf FL9174 Rll II WD1ambSuoDlementP16 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.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 Rll II 023131 PS.Ddf FL9174 R11 II Track SuDDlement Chart P10.1)df FL9174 Rll II WDJambSuoDlementP16 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.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.5 15120 / 6100/ 9100 #0234 I available9' Max width. tp or 8'ax -9" height. sax section height 21". Glazing 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.Ddf FL9174 Rll II Track Supplement Chart P10.Ddf FL9174 Rll II WDJambSuoDlementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 MtpsJ/www.floridaWIding.orglpr/pr_app o.aspx?param=wGEVXQwtDqunlJRfWxf6u7ojnlOheFi%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 2/6 10127/2016 Florida Building Code Ondine Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 RI AE ASTM A 653.pdf FL2174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0235 319023 P6.Ddf Approved for use outside HVHZ: Yes FL9174 Rll 11 319040 Pl Post.pdf Impact Resistant. Yes FL9174 Rll 11 Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL2174 R11 II WD]ambSupDlementPl6 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Parry: 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.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 R11 11 0232 318999 P5.pdf Approved for use outside HVHZ: Yes FL9174 RI1 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSupplementP16 s.Ddf 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.odf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0233 319000 P5.Ddf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WD]ambSupplementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 RII AE ASTM A 653.)d door. 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 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0236 319024 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.Ddf Design Pressure: +30.00/-33.50 FL9174 R11 II WD3ambSupplementP16 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0237 319025 P6.pdf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 PI Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSupplementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 Rll AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes https://www.floridabuilding.orgtpr/pr app o.aspx?param=wGEVXQwtDqunIJRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 36 10/27/2016 Florida Building Code Online 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rli II 0600 319026 P4.odf Approved for use outside HVHZ: Yes FL9174 Rll 11 Track Suoolement Chart P10.odf Impact Resistant: No FI -9174 R11 II WD]ambSupplementP16 s.pdf Design Pressure: +26.90/-30.80 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 Rll 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.odf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RII II 0601 319027 P4.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart PIO.Ddf Impact Resistant: Yes FL9174 Rll II WDJambSuoDlementP16 s.odf Design Pressure: +41.00/-46.30 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: 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.odf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 0602 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0602 319028 P5.Ddf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll II WDJambSupplementP16 s.Ddf Design Pressure: +15.30/-17.00 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 FL2174 R11 AE ASTM A 653.odf door. FL9174 Rll AE Eval Rept 9100 rl s.Ddf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 1111 11 0603 319029 PS.odf Approved for use outside HVHZ: Yes FL9174 RI II Track Supolement Chart P10.pdf Impact Resistant: No FL9174 Rll II WD]ambSupplementP16 s.pdf Design Pressure: +23.00/-25.00 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 III AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLU9174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0604 319030 PS.pdf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 PI Post.Ddf Impact Resistant. Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSupolementP16 s.Ddf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 1111 AE ASTM A 653.pdf 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.pdf Approved for use outside HVHZ: Yes FL9174 R1 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 Rll II WDJambSuoDlementP16 s.Ddf hMx:/Avww.floridabuilding.orgtpr/pr_app o.aspx?param=wGEVXQwtDquOIJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 1027/2016 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 i designed as partially enclosed or door is a replacement door. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf 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 9174.17 5120/5140/6100/9100/9400/9600 0606 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RI II 0606 319032 P6.Ddf Approved for use outside HVHZ: Yes FL9174 Ri i II 319040 Pi Post.odf Impact Resistant: No FL2174 Rll II Track Suoolement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 Rll 11 W121ambSuoolementP16 s.Ddf Other: Doors with glazing shall not be used in the wind- Verified By: John E Scates P.E. FLORIDA PE 51737 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 Rll AE ASTM A 653.odf FL2174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0609 319035 PS.pdf Approved for use outside HVHZ: Yes FL9174 Rll 11 319040 PI POst.Ddf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 Rll II WD]ambSupplementPi6 s.Ddf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.ndf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0608 319034 P4.odf Approved for use outside HVHZ: Yes FL9174 RI l II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 Rll 11 WD]ambSuoplementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 Rll AE Eval Rept 9100 rl s.odf FL9174 1111 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0607 319033 PS.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 Rll II WD3ambSuoDlementP16 s.odf Design Pressure: +25.90/-28.80 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.odf door. 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 Contact Us •: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Fiodda.:: 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: https:/AvwwfloridabtAldirig.org(pr/pr app ol.aspx?param=wGEVXQwlDgLAlJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 516 IOW/2016 Florida Building Code Online W ®W Credit Card Sate httpsJ/www.floridabuilding.orglpr/pr_app o.aspx?param=wGEVXQwlDquOIJRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 6(6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS LOAD PER JAMB LB/FT NOTE 3 MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF SPECIFIC SPECIFIC SPECIFIC GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 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 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 = 30ps1 DOOR WIDTH = 161t LOAD PER JAMB = 30ps1 x 16f1/2 - 240lb/ft i No. 51737 STATE OF ; 4` p2 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5, DOOR JAMB TO BE 20 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 LOAD PER JAMB LB/FT NOTE 3 MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF SPECIFIC SPECIFIC SPECIFIC GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 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 0 STATE OF — 17 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/F2203 Revision P16 SCHEDULE 3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE SOM sell No. M737 •;IS y 0'. STATE OF 0A'•!ftoa%oP• \ mil" 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON V-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. Approved 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 MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/ "OTE3 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 13 16 780 1 10 1 13 16 800 10 1 13 15 SOM sell No. M737 •;IS y 0'. STATE OF 0A'•!ftoa%oP• \ mil" 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON V-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. Approved 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 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS lb No. 51737 1Ar O STATE OF :y O•tlC •.Fit ORIO%' p? . 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 = 30pst DOOR WIDTH = 16ft LOAD PER JAMB - 30psf x 16ft/2 = 2401b/fl 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB NOTE 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETENOT" 2000 PSI GROUT FILLEDCMUNOTE2 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 lb No. 51737 1Ar O STATE OF :y O•tlC •.Fit ORIO%' p? . 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 = 30pst DOOR WIDTH = 16ft LOAD PER JAMB - 30psf x 16ft/2 = 2401b/fl 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE 5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR 00%11111111z I No. M737 O STATE OF ic'••'LO_R10P Q 2 rrrii 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 = 30pst DOOR WIDTH = 160 LOAD PER JAMB - 30psf x 16W2 - 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT MOTE4 2500 PSI CONCRETE"oTE' 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNIEI 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 a 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 18 780 18 18 8 800 17 17 8 00%11111111z I No. M737 O STATE OF ic'••'LO_R10P Q 2 rrrii 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 = 30pst DOOR WIDTH = 160 LOAD PER JAMB - 30psf x 16W2 - 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 unw Wayne Canon 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 No. 0737 0 STATE OF S/ONi ;,\ Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53 -06'00' JOHN C SCALES, PE 3121 FAMCATE OR. CARROLLTON. TX nIX17 FL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF MINOLOAO CONSTRUCTION OETAILS, 6' MAX M/ SF SEE DETAILS 1. 2. AND 3 REOUIRED FOR VERTICAL POST REINFORCING i— SYSTEMS MINIMUM 2x6 /3 ([ HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4' 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 PSI CONCRETE NOTE MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS MINIMUM 2.6 /3 (L HEADER LOCK SOUTHERN PINE BRACKET LUMBER. aim 4- 4) 3/8' SIMPSON TITEN NO SCREW ANCHOR WITH A 1-I/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. MINIMUM 2.6 /3 Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4' aim 4) 3/8' OIA. LAC SCREWS WITH 1-1/4' 0.0 WASHERS. LAC SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN SUPPORT MEMBER. REVISIONS MINIMUM 2000 PO SIA ROUT FILLED CMU DETAIL 3 TRUCTURE NOTE MAMAXIMUMDESIGNLOAD XIMUM DESIGN LOAD DATE NAME CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS DRAWN 1 5/24/07 GRT SHEET 1 OF 2 ICHECKED1 JAMB CONNECTION SUPPLEMENT DRAWING PART N0. I REV. 324620 P16 muff aguc® Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE tlD.lE; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBQJTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 3/6- SIMPSON TITEN H0. 2-3/4' MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION - JAMB BRACKET - 1/4 -20x9/18' TRACK BOLT AND 1/4-20 HEX NUT 2F' •. No. W737 STAGE OF w SIONAL Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26 -06'00' JOHN E SCATES. PE 3121 FAIRGATE OR. CARROLLTON. TX 75007 FL PE 51737 Tx PE 363OE/F2203 PROFE557W1AL ENLINEER'S SEAL PROVIDED ONLY FOR YERMCATION Of RINOLOAO CONSRIUCTNIN OETARS. 2 3/4 - EDGE 1 MIN 2 x 4 SPF (G-0.42) OR BETTER WALL STUD 92M 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 I EXTERIOR 5/16' LAG SCREW WITH 1-9/32' EMBED IN CENTER STUD (t 1/4') FOR EACH JAMB BRACKET LOCATION - JAMB BRACKET 1/4 -20.9/16 - TRACK BOLT AND 1/4-20 HEX NU SHEET 2 OF 2 I I DATE I NAME I DRAWING PART N0. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 The Genuine. The Originni. a April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Overhead Ooor Corporation 2501 S. State Hwy 121, Suite 200 Lovnsville, TX 75067 Phone 4695497100 Fax 4695497201 www.overheaddooccom This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 Norton :•. ronctiOV@rIl@aCIDOOr,Corporatlon ASubsidiaryol5enwaHoWings_Corpgatbn John E. Scates, Professional Engineer 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 FL 09174-117 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 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 q lluo FL 09174-117 Test Reports ETC -06-976-17575.1, static per 108-02, dated 5/30/2006 ETC -06-976-18185.0, static per 108-02, dated 10/27/2006 ETC -06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL -368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 - at www.dasma.com. C_AZ . 3 2 0 /l M Drawings TABLE 1. Fl. 09174-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 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 CZ0,xW ZA—U;0 3 (rko/, , FL 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev 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 C, 4 16(to / 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 11'00 i1 FL 09174-I17 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, Jo n E. Scates, P.E. y Florida PE # 51737 « 6 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 51h Edition (2014) FL 09174-119 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 #i 51737 No. 51737 STATE OF Z/;s3ONA; \? 11111 vm= 1. SHORT PANEL NON -IMPACT RESISTANT GLADNC OPTION - Balton 090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED ASION O OVERHEAD DOOR CORF PENS COLA. FLORIDA DRIVE514 e50 474-gagO TOGETHER V47H A ONIMUM OF (6) /Bxt' SCREWS INSTALLED IN 13 CA HORIZ ANGLE TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE BRACKETS INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN LOCATION OF CENTENLINr OF JAMB BRACKETS MEASURED FROM BOTTOM ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 1] CA FLAG ANGLE OF 1175' AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS Y-0' NOT IMPACT RESISTANT AND DOES NOT MEET THE 6 REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS 16 CA MIN HGRIZ, 70' TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16.1-5/V- 090* MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAC SCREWS A 1 BEAD OF BOSTIK 1100 OR EOUIVALIENT UNDER THE MIN 3 ASOUIERFRAMEANDSCREWEDTOGETHERWITHAMINIMUMOF SHOWN) 10) j6.1' SCREWS INSTALLED IN TOPTOR INTERMEDIATE S SECTION (WAIN OR WITHOUT DECORATIVE INSERTS) MEETS 16 CA MIN VERT UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWN& TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 1175' AND A OOF PITCHELOW MAXIMUM LENGTH OF 39'. G.A21NG IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REOUIREWOM FOR WIND-BORNE 5/160-5/8' LAD DORIS RECONS GLAZED SECTION REQUIRES 18 CA J -STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FOLD INSTALL (1) 1/4-14.7/9' SELF DRILLING CRIMPTITE SCREW TO 1/4-204/16' TRACK, ATTACH THE J -STRUT TO THE INTEGRAL RIB AND OPERA70R BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE O THE DOOR PER DETAIL F ON NUT AT EACH JB JAMB SHEET 2. BRACKET LOCATION 1 IMPACT RESISTANT GLAZING OPTIKIN - IMPACT RESISTANT GL40MC SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORA71VE DISETRTS} GLAZING SHALL BE 1/4' MAIKROLON-AR POLYCARBONATE OR EQUAL GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U -BAR ON UPPER INTEGRAL RIB (SEE DETAIL C IS GA STIFFENED SHEET 2), 16 GA J -STRUT SCREWED 10 LONER INTEGRAL RIB JAMB BRACKETS SEE yCHn M n IE FOROFSECTIONANDOPERATORSTILE70BEFACTORYINSTALLED. INANITY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/4-147/8' SELF AND TYPEDRILLINGCRIMPTITESCREWTOATTA04THEJ -STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOC< 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOT4 ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/16' TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOC( SHOWN FOR 5. KEY LOO(. SLIDE LOCK, OR OPERATOR REQUIRED. CLARITY 6. SEC71ON SHALL BE CONSTRUCTED VAIN FOAMED IN PLACE RIO. (4) SECTION SOLO POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET CA MINIMUM FACER STEEL AND A POLYLAIMNATE BACKER 2 FOR U -BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1' DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1. $ AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE VAIN CURRENT BUILDING CODES FOR THE LOADS LISTED ON TAS DRAWING. 8. 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 V47H A MINIMUM OF (6) #Bxl' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS RECONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCATES PE 3121 FAIROATE DR tARROUTON, TX 75007 fL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENONEER'S SEAL PROVIDED GI4Y FOR VERFICATION OF WNCLOAD CONSTRUCTION DETAILS SEE U -BAR N07E ON SHEET 2 FOR U -BAR INSTALLATION CA END CAP EET f 18 CA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SEI I ROIL-- (5) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS GREATER THAN 12'-0'. (3) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. NOTE, JB) FOLLOWING DIMENSION DEN07ES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2099/16' TRACK BOLT AND NUT. q) FOLLOWING DIMENSION DEN07ES OUICK 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 MAXDOOR HEIGHT UNIFORM LOAD EACH JAMB (W,F) WIDTH 16'-0' ALL +207.2 -270.4 14'-0' ALL +181.7 -201.8 12'-0' ALL+135.4- 172.6 10'-0' ALL +129.5 -144.0 CHANGES TO GENERAL MAT AND CHANGED RAR FASTENER TYPE END CAPS AND TOM RETAINER. ICED CENTER HINGE IGE AND ADDED VER OPTION. JNGED STRUT NTIFICATION METHOD M COLORED PAINT TO MPED NUMBER. 3/8/06 ADDED SUPERIMPOSED ION PRESSURE LOADS SUPPORTING UCTURE AND RIFTED NUMBER OF TENERS AND CENTER SES REQUIRED FOR ROWER DOOR WIDTHS. 15/10/06 ADDED IMPACT ISTANCE TO DOOR. iED MODEL 6100 PITIED NOTE 8 TO TE THAT LOUVERS NOT IMPACT ISTANT. 6/6/07 iRACKET SCHEDULE FOR AT OPTION ADDED LHR RACK DETAIL SHEET 2. RT 4/17/08 8 ADDED IMPACT ESISTANT GLAZING. ODER TEXAS LICENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE 4CTREASED MAX HEIGHT 0 8'-9'. ADDED HIGH IFT AND ROOF PITCH RACK NOTE. RT 7/22/08 9 UPDATED TITHE BLOCK RT 8/26/10 10 ADDED LONG PANEL LAZING OPTION RT 3/15/11 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S SIZE: A 1111ay"e® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0' 1 1 DATE NAME Balton TEST (PSF): +38.85/-43.20 MAX HEIGHT- 8'-9' 1DRAWN 1 3/8/06 GRT IMPACT/CYCLIC RATED (YES/NO)- YES MAX SECTION HEIGHT: 21' CHECKED 4/6/06 1 MRB ASION O OVERHEAD DOOR CORF PENS COLA. FLORIDA DRIVE514 e50 474-gagO JAMB BRAO(Er SOiEDULE ORHEIGHT no. OFMACKSECTIONSBRACKETS LOCATION OF CENTENLINr OF JAMB BRACKETS MEASURED FROM BOTTOM EACH JAMB)OF TRACK (% DIMENSIONS 3 2') Y-0' 4 6 Cl 01). 25-1/2 (JB), 34 JB , 45-1 4 70' 4 6 JB). 21-3/4- (JB). 29-3/4- JB 42 JB , 83-1 4 JB JB), 5 B 01). 23' JB , 34' JB , 47-1 4' d , 58' JB 67' 0 7Y JB 8 -0' S B FAT B 21-3 4' B ,29-3 4 B 18 B , 57-1 4JB 88 JB ,75-1 BP8-O MOH LF7 OOF PITCHELOW NOTE, JB) FOLLOWING DIMENSION DEN07ES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2099/16' TRACK BOLT AND NUT. q) FOLLOWING DIMENSION DEN07ES OUICK 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 MAXDOOR HEIGHT UNIFORM LOAD EACH JAMB (W,F) WIDTH 16'-0' ALL +207.2 -270.4 14'-0' ALL +181.7 -201.8 12'-0' ALL+135.4- 172.6 10'-0' ALL +129.5 -144.0 CHANGES TO GENERAL MAT AND CHANGED RAR FASTENER TYPE END CAPS AND TOM RETAINER. ICED CENTER HINGE IGE AND ADDED VER OPTION. JNGED STRUT NTIFICATION METHOD M COLORED PAINT TO MPED NUMBER. 3/8/06 ADDED SUPERIMPOSED ION PRESSURE LOADS SUPPORTING UCTURE AND RIFTED NUMBER OF TENERS AND CENTER SES REQUIRED FOR ROWER DOOR WIDTHS. 15/10/06 ADDED IMPACT ISTANCE TO DOOR. iED MODEL 6100 PITIED NOTE 8 TO TE THAT LOUVERS NOT IMPACT ISTANT. 6/6/07 iRACKET SCHEDULE FOR AT OPTION ADDED LHR RACK DETAIL SHEET 2. RT 4/17/08 8 ADDED IMPACT ESISTANT GLAZING. ODER TEXAS LICENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE 4CTREASED MAX HEIGHT 0 8'-9'. ADDED HIGH IFT AND ROOF PITCH RACK NOTE. RT 7/22/08 9 UPDATED TITHE BLOCK RT 8/26/10 10 ADDED LONG PANEL LAZING OPTION RT 3/15/11 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S SIZE: A 1111ay"e® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0' 1 1 DATE NAME Balton TEST (PSF): +38.85/-43.20 MAX HEIGHT- 8'-9' 1DRAWN 1 3/8/06 GRT IMPACT/CYCLIC RATED (YES/NO)- YES MAX SECTION HEIGHT: 21' CHECKED 4/6/06 1 MRB ASION O OVERHEAD DOOR CORF PENSCOLA. FLORIDADRIVE514 e50 474-gagO MODELS 5120/6100/9100 SHEET 1 OF 2 DRAWING PART NO. REV. VVINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 43 CA ADJUSTABLE TOP PLACE U -BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED 70 WAIN THE (8) PRE -PUNCHED TCP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U -BAR AND ATTACH THREACHEND VAINU END CAP ATVAINCRIMPSCREWS/8• SELF DRILLING C42) P1/ 4 SCREWIS / FOR STANDARD TRACK AND (3) D 1/4-14x7/0' SELF DRILLING CRINPTIIE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH . ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). 11 CA ROLLER SIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U -BAR PLACE U -BAR OVER INTEGRAL RIB WAIN YA7H (2) 1/4-14x5/0' CAIMPnIE SCREWS. TIME (B) PRE -PUNCHED HOLES EACH END USE HEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4 -14X7/11 - SELF DRILLING CMMP717E SCREWS 15 CA HINGE ATTACHED EXCJPIIOW U -BAR PLACED OVER TOP WAIN (4) 1/4-14x5/8' RIB ON THE BOTTOM SEC71ON SHALL ONLY CRIMPT7ESCREWS (2 OF A BE ATTACHED 7HRU END CAP AT EACH WHICH ARE FACTORY END VAIN (1) 1/4-14x7/8' SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE RIWNC CRINPTITE SCREWS. BOTTOM FLANGE OF THE U -BAR SEE IMPACT BOTTOM BRACKET HQ'JEL DUE TO CLEARANCES REQUIRED TO 2' NYLON STCRMGARD 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 B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U -BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U -BAR OVER WITH (6) 1/4-20x5/8" INTEGRAL RIB AND ATTACH CRIMPTITE StstEws (2 OF WITH (2) 1/4-2oxs/8' CFOMP SCREWS RHRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED. 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF. AND 1 OF OF U -BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE PUNCHED HOLE • . WEB OF U -BAR AND IN U -BAR DETAIL C INIEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1 4-14xs e•CE CRIw TIlE SCH U -BAR OVER INTEGRAL FOB V47H DOWN TO GEAR BOTTOM CT AND ATTACH THRU END CAPWATEACHENDWITH (1) 1/4-14x7/8' F DRIWNG CRINPTITE SCREW AS FOR IMPACT RESISTANCE.WN AND USE (1) 1/4-14x7/9' SELF BOTTOM BRACKET MUST BEWNG CRINPTIIE SCREW ACROSS THE SCREWED TO THE BOTTOM .• BOTTOM OF THE BOTTOM U -BAR AT U -BAR WAIN EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/8' RIWNC CRINPTITE SCREWS. CFOMPTITE SCREW AT ALL 01HER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. ITBx3/4' MIN STAINLESS SCREWS WAIN STAINLESS BACKED RUBBER WASHERS 3-1/2' O.C. MAX ----X-' 1/8' BEAD GEULIRAGLAZE I SSG4000AC ( STRUCTURAL SEALANT OR I USED ONLY ON IMPACT GLAZED SECTION - 11 CA REINFORCEMENT BRACKET ATTACHED WITH4) 1/4-14x7/8' SOF WNG CRIMP -L SCREWS (2 I THROUGH BOTH BRACKET AND U -BAR) ' DETAIL G 1 1/4-14x7/8' SELF DFOWNC CINPTTE AT CENTER LYRE OF DOOR 7HRU J -STRUT A OPERATOR BRACKET. NOTE, J -STRUT R SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED FACER STEEL---- J" TEELSJOWE. SCATES PE NON—STRUCTURAL 3121 FNROATE OR. DECORATIVE INNER / CAWKLLTON. TX 75W7 WINDOW 710M R PE 51737 TX PE SAM/F2203 PROESSONN. FNQNEM'S ZEAL PROVIDED ONLY FOR DETAIL VEWrAI N OF WNIXOAD CONSMCUM KIM& a a ATTACH BOTTOM BRACKET TO BOTTOM U -BAR WITH (2) ( 1/4-140/8' SOF DRILLINGCRIMP71TESCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WAIN (8) 3'. 18 CA BO KS U -BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ___- 4) SEC7ION DOORS WAIN (5) 3'. 18 GA. 80 KSI U -BARS LOCATED OVER INTEGRAL RIBS AS SHOWN DETAIL F UBAR ATTACHMENT NO 1. ALL U -BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES VAIN (2) 1/4-14x5/8' CAIMPTTE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/4-140/8' SOF DRIWNG CRNP71TE SCREWS AT EACH END CAP (EXCEPT BOTH U -BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET). (2) 1/4-146/8' CRIMPIITE SCREWS APPROXIMATELY MIDWAY BOWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION. AND (1) 1/4-14x5/8' OWTIIE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0'. TARE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U -BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18 SCREWS EACH. FOR DOOR VA07HS LESS THAN OR EQUAL T 12'-0'. THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-SAR EXCEPT BOTH U -BARS ON BOTTOM SECTION NON-STRUCTURAL DECORATIVE SHALL HAVE A T07AL OF (14) SCREWS EACH. OUTER WANDOW TRIM 2. WAIN THE EXCEPTION OF THE (8) PRE -PUNCHED, HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER 1/4' POLYCARBONATE SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED 07HERVASE ON IRIS SPECIFICATION 5 DRAWING. ALL PRE -PUNCHED HOLES IN ALL U -BARS SHALL BE ATTACHED TO THE DOOR WI7H 1/4-14x5/8' CRIMPTITE SCREWS. 3, 18 CA U -BARS SHALL BE STAMPED '46' APPROXIMATELY e' FROM EACH ENO. STATIC PRESSURE RATINGS APPROVED SIZES SC Wayne® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16' TEST (PSF): +38.85/-43.20 MAX HEIGHT- S'-9' DR Ua ton IMPACT/CYCLIC RATED (YES/NO). YES MAX SECTION HEIGHT: 21' CH MODELS 5120/6100/9100 DIVISION OF OVERHEAD DOOR COR 3305 ADDISPENSACOLA. FLONORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS CHANCES TO GENERAL MAI AND CHANCED iAR FASTENER TYPE END CAPS AND TOM RETAINER. WGED CENTER HINGE IGE AND ADDED VER OPTION. WGED STRUT 471FICATION METHOD PM COLORED PAINT TO MPED NUMBER. 3/8/06 LOADS CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. NRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE B TO STATE THAI LOUVERS ARE N07 IMPACT RESISTANT. GRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION ADDED LHR TRACK DETAIL SHEET 2. CRT 4/17/08 PS ADDED IMPACT HBER TO TITTLE BLOCK WCED LOUVER NOTE. REASED MAX HEIGHT 8'-9' ADDED HIGH AND ROOF PITCH CK NOTE. 7/22/08 UPDATED TITLE BLOCK 8/26/10 ADDED LONG PANEL LNC OPTION 1/15/11 N.T. I 1 3/8/06 1 GRT ED 4/6/06 1 MR8 SHEET 2 OF 2 DRAWING PART NO. I REV. 318960 P10 PLICE PLATE LOCATION SEE SCHEDULE Y 14" MAX 1 12" MAX 12" MAX I CLIP DETAIL I 12" \ / MAX 12 LIP LOCATIONS MAX SEE SCHEDULE 12" MAX TRACK T CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. 4NN E SLATES, PC 3121 FAIRCATE 0R. CARROLLTON. TX 75007 FL PC 51737 TX PE 50300/F2203 PROFESSIONAL ENCI EERS SEAL PROVIOEO ONLY FOR VERIFICATION OF VANOLOAD CONSTRUCTION DETAILS, 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 11 GA MIN CLIP SEE SCHEDULE— RSW 0.28" 2 13 GA MIN CONTINUOUS WALL ANGLE— imiumel 1 TYPICAL CLIP RIVETING DETAIL TYPICAL CLIP WELDING DETAIL CK 1/4"-20 TRACK CARRIAGE BOLT IH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART MAX DOOR MAX PSF WIDTH CHECKED 8/21/07 MR8 9--0" 46.0 PSF/-52 0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS INCH LACK -CUPS -TEXAS ALL ANGLE 12 FOOT DATED 3 6/11/03 S UPDATED FORMAT. CREASED ALLOWABLE TESSURES TO 4600/-52.00 PSF FOR L DOOR WIDTHS. HANGED "TEXAS WALL vGLE' TO 'CONTINUOUS ALL ANGLE'. ADDED 18STRATE MOUNTING TAIL, CHANGED TO TEN HD ANCHORS TT 4/2/07 1 CHANGED FORMAT DED MODELS 9800 Q 6024 WITH OVERLAY TRACK CUP HEOULE. TT 8/21/07 i UPDATED MODELS STEO IN CHARTS. DATED SPLICE k CUP TING iPOATED WARTS TO NATE THE USE OF eeCU(REPLACED 9 ACPROSS THE 10). JO/24/07 EXPANDED 1-1/2' TO I/8' DOOR THICKNESS U1T UP TO 14' HIGH 12/11/08 UPDATED TITLE cx 6/2/10 11f/ag, as Calton DRAWN DATE NAME 8/21/07 GRT CHECKED 8/21/07 MR8 SHEET 1 OF 2 3395 ADDISON DRIVE DRAWING PART NO. 307494 REV, P10TRACKSUPPLEMENTCHARTPENS850)A474- 989032514 2 3/4" t1" EDGE DIST MIN 3/16" THICK STEEL FOR MOUN E60XX MIN. 11/ 22 244 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL q. WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. a WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( d" e CONCRETE MOUNTING DETAIL JOHN E SCATES. PE 3121 FAIRGATE OR. CARROILION. TX 73007 R PE 31737 TX PE 50.100/F22O3 PROFESSIONAL ENGINEER 'S SEAL PRONGED ONLY FOR VER6ICATION OF TRNOLOAD CONSTRUCTION OETARS. 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP MODELS 5200/8000/8024/8100/8124/8500 2 CLIP AND SP CE PLATE SCHEDULE CLIP #'S FROM BOTTOM TO TOP 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 7, 9, 9 16 8'-0' 7, 9. 9, 9, 9. 11, 11 16 g' -O' 7, 9, 9, 9, 9. 11, 11, 11 18 lo' -O" 7, 9. 9, 9, 9, 11, 11, 11, 13 18 11'-0" 7,9,9,9,9,11,11,11,13013 20 12' -Ow 7, 9. 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13o -O" 7, 9. 9, 9, 9. 11, 11, 11, 13, 13, 13, 13 22 14'-0" 7, 9, 9, 9, 9. 11, 11, 11, 13, 13, 13, 13 2 2 MODELS 5200/8000/8024/8100/8124/8500 2 THICK DOOR HEIGH CLIP #'S FROM BOTTOM TO TOP SPLICE 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. 5, 6. 7, 7, 9, 9, 9, 11, 11, 11, 13. 13 18 MODELS 6100 8300 8700 1-3 8 TO 1-5 8 THICK DOOR HEIGHTE CLIP #'S FROM BOTTOM TO TOP SLAICE 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4. 4, 4, 5, 6, 6 8 9'-0' 4, 4, 4, 4, 5, 6, 6, 7 8 10'- 0" 4, 4, 4. 4, 5, 6, 6, 7, 7 8 11 1-0" 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'- ON 4, 4, 4, 4, 5. 6, 6, 7t 7, 9. 9, 9. 9 12 wagpc® Iton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN 850;'4-9 9o'Z5'° REVISIONS INCH CUPS -TEXAS ANGLE 12 FOOT UPDATED FORMAT. REASED ALLOWABLE SSURES TO i.00/-52.00 PSF FOR ODOR (MOTHS. 1NCEO 'TEXAS WALL LE' TO 'CONTINUOUS L ANGLE'. ADDED ISTRATE MOUNTING All. CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 9800 1 8024 WITH OVERLAY TRACK CUP 70 IN CHARTS. TED SPLICE h CUP 7OULES. 9/05/07 10/05/07 UPDATED CHARTS TO NNATE THE USE OF 8 CUP (REPLACED 4 /9 ACROSS THE IRU). 10/24/07 UPDATED STEEL TNTING DETAIL 04/11/08 EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS TRT UP TO 14' HIGH. 12/11/08 ADDED MODEL 8700. IATED T17LE BLOCK 6/2/10 DATE SHEET 2 OF 2 DRAWING PART NO. REV. 307494 PIG MODELS 9100 9400 9600 9700 9800 1 THICK HEIGHT CLIP #'S FROM BOTTOM TO TOP p LIC # 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" 4, 4. 4, 4, 4, 4, 4, 4, 4 6 wagpc® Iton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN 850;'4-9 9o'Z5'° REVISIONS INCH CUPS -TEXAS ANGLE 12 FOOT UPDATED FORMAT. REASED ALLOWABLE SSURES TO i.00/-52.00 PSF FOR ODOR (MOTHS. 1NCEO 'TEXAS WALL LE' TO 'CONTINUOUS L ANGLE'. ADDED ISTRATE MOUNTING All. CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 9800 1 8024 WITH OVERLAY TRACK CUP 70 IN CHARTS. TED SPLICE h CUP 7OULES. 9/05/07 10/05/07 UPDATED CHARTS TO NNATE THE USE OF 8 CUP (REPLACED 4 /9 ACROSS THE IRU). 10/24/07 UPDATED STEEL TNTING DETAIL 04/11/08 EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS TRT UP TO 14' HIGH. 12/11/08 ADDED MODEL 8700. IATED T17LE BLOCK 6/2/10 DATE SHEET 2 OF 2 DRAWING PART NO. REV. 307494 PIG lFlorida Building Code Online Page 1 of 3 rra- co nnoyc' anCulco n. ¢ricm.rmoRi ccw cr,oern B020d AUDMIJ Mtnu > piadud m Aoelblron Search > AncNcaeun list > APPIIcNlon Dated FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the valuation 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 FLIS332-R2 Affirmation 2014 Approved WE MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 End: 2560 bsltiinger@mlwd.com Brent Sltlinger bsltiin9er0mlwd.oDm Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardoopy Received Luls Roberto Lomas PE -62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Standard Yoar AAMA/WDMA/CSA 101/I.S.2/A440 2005 6111 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 ONo ON/A https://www.floridabuildiing.org/pr/pr app dtl.aspx?param=wGEVXQwtDatl48572gvdWI... 8/31/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Data Ponding FBC Approval Date Approved Summery of Products FLIS332 RZ CAC FL15332-COMP.odf Method 1 Option D 04/30/2015 04/30/2015 05/06/2015 Page 2 of 3 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80' NON- FLIS332 R2 It 08-02250A.01' Approved for use outside HVHZs Yes REINFORCED Limits of Use Installation Instructions Approved for use In HVHZs No FLIS332 RZ It 08-0OSOOC.Ddr Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 510807B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80° NON- REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLtb332 R2 It 08-00498C.edf 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 FLIS332 R2 AE 510805B,odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIFS 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By,. Luis Roberto Lomas 62514 Impact Resistant No Created by Independent Thlyd Party: Yes Design Pressures WA Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 512.968A odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332,4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FLM32 R2 lI 08-02249A.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 Othort REFER TO APPROVAL DOCUMENT FOR DESIGN FUS332 R2 AE 512969A,ndf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 AIIIMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143's96' Limits of Use installation instructions Approved for use In HVHZs No FLIS332 R2 It 08-02250A.01' Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants 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 I Created by Independent Third Party: Yes 15332.6 I SERIES 420NUM REINFORCED 1GD,96 6 420 REINFORCED ALUMINUM SGD OX, XO, XX Limits of Use Installation Instructions Approved for use In HVHZ: No Fs 153 2 R2 11 08-00499C.pdf Approved for use outside HVHZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 510806B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7I SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' ALUMINUM SGD https://www.floridabuilding.org/pt/pr app tl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Limits of Use '= 32- nstalhatton Instructions Approved for use In HVHZ: No Fl 16332 R2 II 08-OOSOIC.Rdf Approved for use outside HVHZh Yes Verified By: Luis Roberto Lomas 62514 Impact Resistontl No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510808B.odf 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 FL15337 RZ It 08-00502C.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 FLIS33Z RZ AE 5108098.odt PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINVM SGD 143'x96" Urnits of Use Installation instructions Approved for use In HVHZ; No FLIS332 R2 H 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 ProssureN N/A Evaluation Reports Othert REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 RZ AE 51081DB.odf PRESSURE RATINGS Created by Independent Third Party: Yes eodc Noae Costad U :: 1910 North Momma Street Tallahassee Ft. 32399 Phone: 8S0-487-1824 The State of Rortb 1; an AAMEO emplorer. Q20gilht 2007-2013 State of Floridi.:: ptppLcilatomind rr AsiMS2aly Stahe 0&M ;: Refund Statement under Florida taw, email addrano aro public record+. U you do net want your e-mail address relaxed M response to a publW rsaords request, do not sand deeponic mail to this entity. Instead, contact The office by phone or by badhional mag. If you Iwo any questlons, pfasso contact e50.487AMS. Tumnnt to Secuen 45!.275(1), Florida Statutes a fentNe October 1, 2012, licensees licensed under Chapter 45% P.S. meetthprovide e Depefteent wit h an emab address It Ow hm one. The analis oravldsd may be used for offkbl communication with the licamw However small addresses are public record. It you do net wish to supply a personal address, gloss pwmdds the Deparuae t with an *moil address which can be read* available to the public. To determine If you are a ibe sea under Chapter 455, P.S., plass dldt here . Product Approval Acceptor In ®® creditSAFEJ https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 8/31/2015 NOTES: 1. THE PRODL'Ci SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1% BUCK OVER MASONRY/CONCRETE IS OP11ONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIA .S MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR EVGI.NEER OF RECOPD. 4. ALLOWABLE STRESS INCREASE. OF 1/3 WAS NOT USED I.4 THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS JSED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: 7CTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED ?ER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEAMING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXMMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO S EQUAL OR GREATER THAN 1.0 DO NOT REOUIRS WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2K BUCK USE #10 WOOD SCREWS WITH SUFFIGENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. EOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LD" *TH 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 MTA- STRUCTURE USE #10 SMS OR SE!F DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS S7ROWN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED M ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEGFlED BELOW: A. HOOD — MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C.MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, 1Y?E I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—TS 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0. XX, XP, PX, XIP, PIX I TABLE OF CONTENTS 1 ISHEET NOA DESCRIPTION I 1 I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION I TIN I ocxvnw I CAIS I OPU%= A I ADDED FLANCc AND FlN WSTALIATICN 1 12/10/13 I A.L. I SIGNED: TYlI612013 MI WINDOWS AND DOORS LLC 1001 W. CROSBY V 711 I!iroA TX 75 SERIES 420 SGD REINFORCED W96" x 96" NOTESpA, xCARROLLTON, TAT olwne0RV.L. OB-0/i M" as R//0111j11AitNTS10/30/13 SERIES 420 SGB REINFORCED WTHOUT ADAPTER EXTENIOR VIEW DESIGN PRESSURERATWO IMPACTR1TMCa t35.OPSF NONE WnNt-lorsuL EE CHARTS e7 ANDI2 FOR 07WER INKS RATWW DESILSNPRE9SURERAnw INPACTR4nAK1 25.0(28.6PSF NDNE WTH 7-VTSILL SEE CHARTS a AND N FOR OT hER UNITS R471NOS CHARTi1 W1T12-l='8ILI. WHERE WATER INRITRATION RESISTANCE IS REQUIRED. SEE NOT 9 SHEET I 6, MAX Dedgn pn wm eb/et t=rine sk"ftfwlofdTbmFnnvwm l"ht 10.0I 3s0 IQ.O IDA b) 00 1 7200 I DIM I S&- Pw I Ne! I Pee I Neo Hey 1 P" I MCI s4.0 40.0 1 UA 1 10.0 60! 100 0 0 sL N 1 10.0 40D 110 3Q/ l,p 4Dd 3.1 37.1 Oto 40.0 1 49d 1 • / 1 55.0 1 35.0 GURTI2 WTN21/3j"6 &LL WHERE WATER WFD.TRA7TON RE58TANCE lS N07 REQUIRED. SEE N07E 9 SHEET I Dez/prr pn m 011Ore Form sm340140QO LLO MAO 7200 DL00 pas I Net I pos I moo Pu Hey Pse I Nag s60 60. Sa. .9 mn0es2u24sA13A IIA L1A ss4 VA 1Dd ss.0 ud 4 t peS1RpIDM WE I APRIWC ADDED 11ANDE AND AN INSTAUATION 12/10/13 1 W. CIIART43 Wnl I•wslLL WHEREWATMWFLTR4TMRESISTANCE 6 REQUIRED. SFE NOTE 9 SHEET 1 Dedpy premie Chat (µd1 Forte leis et wan My 4 72M 04" M 1L0 3l0 .+e WA sDAo 00 POs Neo POS NR9 07 NOW SO- MAX FRAME WIDTH ow. CARROLLTON, TX 73006 ANCHORS TO BE EQUALLY SPACED 121 ANCHORS 6PER LOCATION EE CHART SERIES 420 SGD REINFORCED WrTHOUT ADAPTER FOR NUMBER OF LOCATIONS REOUIRED 6 MAX 6' MAX ao 4R0 IAX AME IGHT J- 8- MAX mD SERIES 420 SGB REINFORCED WTHOUT ADAPTER EXTENIOR VIEW DESIGN PRESSURERATWO IMPACTR1TMCa t35.OPSF NONE WnNt-lorsuL EE CHARTS e7 ANDI2 FOR 07WER INKS RATWW DESILSNPRE9SURERAnw INPACTR4nAK1 25.0(28.6PSF NDNE WTH 7-VTSILL SEE CHARTS a AND N FOR OT hER UNITS R471NOS CHARTi1 W1T12-l='8ILI. WHERE WATER INRITRATION RESISTANCE IS REQUIRED. SEE NOT 9 SHEET I 6, MAX Dedgn pn wm eb/et t=rine sk"ftfwlofdTbmFnnvwm l"ht 10.0I 3s0 IQ.O IDA b) 00 1 7200 I DIM I S&- Pw I Ne! I Pee I Neo Hey 1 P" I MCI s4.0 40.0 1 UA 1 10.0 60! 100 0 0 sL N 1 10.0 40D 110 3Q/ l,p 4Dd 3.1 37.1 Oto 40.0 1 49d 1 • / 1 55.0 1 35.0 GURTI2 WTN21/3j"6 &LL WHERE WATER WFD.TRA7TON RE58TANCE lS N07 REQUIRED. SEE N07E 9 SHEET I Dez/prr pn m 011Ore Form sm340140QO LLO MAO 7200 DL00 pas I Net I pos I moo Pu Hey Pse I Nag s60 60. Sa. .9 mn0es2u24sA13A IIA L1A ss4 VA 1Dd ss.0 ud 4 t peS1RpIDM WE I APRIWC ADDED 11ANDE AND AN INSTAUATION 12/10/13 1 W. CIIART43 Wnl I•wslLL WHEREWATMWFLTR4TMRESISTANCE 6 REQUIRED. SFE NOTE 9 SHEET 1 Dedpy premie Chat (µd1 Forte leis et wan My 4 72M 04" M 1L0 3l0 .+e WA sDAo 00 POs Neo POS NR9 07 NOW CHARTa V4TN7.1/1'SAl WHERE WATERWFILTRATAW RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SKEET 7 Dwd p pnswre C"n ID+O Flet10 L tilos enO Tau 3u 4U 41.0 66.0 7LOD OD POsHey H33 Poe Noy Pas Nty 7d 7A 37A 37.4 34.1 3" slD 3u sso t3! 42A 33 30.3 30 eto D. 1 1 . C L4RTI6 OOletf Of Onsawroeatlens Fl I Jamb' a IrLlo ow. CARROLLTON, TX 73006 51R r, OENSF d1 oSERIES420SGDREINFORCEDWrTHOUTADAPTER SSWlwolu eeO TottIP1M c6a E ;= 1, TAT OF ao 4R0 mD xd M) NLS A tt 0 Nta .reDlp NLS uo 1 e l s s s L L L rao e s e e e e e bs 4 a L e e e KO 25.0 UTA LSD 12.7 1SO 77A 10.0 all sw 3u 332 2aD 322 sQA t0 10.7 7 CHARTa V4TN7.1/1'SAl WHERE WATERWFILTRATAW RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SKEET 7 Dwd p pnswre C"n ID+O Flet10 L tilos enO Tau 3u 4U 41.0 66.0 7LOD OD POsHey H33 Poe Noy Pas Nty 7d 7A 37A 37.4 34.1 3" slD 3u sso t3! 42A 33 30.3 30 eto D. 1 1 . C L4RTI6 OOletf Of Onsawroeatlens Fl I Jamb' a SII WINDOWS ceosBDY00 S LLC IrLlo ow. CARROLLTON, TX 73006 51R r, OENSF d1 oSERIES420SGDREINFORCEDWrTHOUTADAPTER SSWlwolu eeO TottIP1M c6a E ;= 1, TAT OF ao 4R0 mD xd M) NLS A tt 0 Nta .reDlp NLS uo 1 e l s s s L L L rao e s e e e e e 320 4 a L e e e e e lDa e e e e • s e SII WINDOWS ceosBDY00 S LLC IrLlo ow. CARROLLTON, TX 73006 51R r, OENSF d1 oSERIES420SGDREINFORCEDWrTHOUTADAPTER 9 x 96' ELEVATION c6a E ;= 1, TAT OF No wD 08-02249 ilt`SSr; R100@ NA111 V` e.,a — -%MNTS1D/30/13 2 OF 10 9 M FPJ HD 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r a, MAX I 6' MAX gds Farm And TowlMNtlN IW 6' AX 4ME GHT L 6' MAX ane I x• •o.o I a.• Now SERIES 420 SW REINFORCED WITHOUT ADAPTER varR1OR VIEW DESIGNPAES"ERAmG 1MPAcrimn 0 35.OPSF NONE WI7N26713YSTLL SEE CHARTS 01 AND M SNEET2 FOA OrAER UAUFS A477hW DESIGNPRESSURERAT" 1MPACTA4TING 26.01-28.6PSF NONE K17}II- SD.L SEF CHARTS 90AND a SHEET2 FOR 07HEA LVITS RA77NW I en I >xsasno• I ONE I —Re+ED 1 I A I ADDED FLA= AND /IN INSTALLATION 1 12/10/13 1 R.L. CHARTO Hamb•r eranceor IoeeOonsngnUetl gds Farm And TowlMNtlN IW Fnme ane I x• •o.o I a.• Now an• 72.0 Ko ale HLS _bme Has Jame His lftmb Hie .bme aae e s e a a a s ae e s e a a c e azo a a e • • e e 010 4 a 6 6 e e e e 2' 2 1/32' SILL AUJhfZNUM 60636T5.0Z 7NICK 1 1/Y I Ur SILL ALUAHNUM 606978.055 TMCK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96' FIN ELEVATION aLim 06-02249 3 OF 10 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS DCTERIOR LLJJ LLJ.I INTERIOR VERTfCAL CROSS SECTION WOOD FRAMING OR 2XBUCKJNSTALLA7ION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BYOTNER4 HOT SHOWN FOR CLARITY. 2 PERIMETERAND JOINTSEALANT BY OTHERS TO BE DESIGAED INACCORDANCE WITH ASM E2I12 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. TENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCX kVSTALLA7M MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD vt'R;'•a JAS C E W" 1/2'MIN. StS' da av otsa®nox oAtE ATiRONED 96' x 96' FRAME INSTALLATION DETAILS AT OFp E ; EDGE DISTANCE ORI aG A ADDED FLANGE AND RN INSTALLATION 12/10/13 R.L L 08-02249 A 1 3/6" MIN. L o t¢ s02 NTS 10 30/13 4 01 10 WOOD FRAMINGEMBEI?MENT OR 2X BUCK0 r BY OTHERS 1/4" MAX. X10 WOOD SHIM SPACE 1 3/e" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE SCREW T- I INTERIOR 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS DCTERIOR LLJJ LLJ.I INTERIOR VERTfCAL CROSS SECTION WOOD FRAMING OR 2XBUCKJNSTALLA7ION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BYOTNER4 HOT SHOWN FOR CLARITY. 2 PERIMETERAND JOINTSEALANT BY OTHERS TO BE DESIGAED INACCORDANCE WITH ASM E2I12 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. TENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCX kVSTALLA7M MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD vt'R;'•a JAS C E W" CARROLLTON, TX 75006 StS' daSERIES420SODREINFORCEDWITHOUTADAPTER 96' x 96' FRAME INSTALLATION DETAILS AT OFp E ; ORI aGaa L 08-02249 A s ONfIA1111`\` L o t¢ s02 NTS 10 30/13 4 01 10 METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 7- 7/8' MIN. EDGE DISTANCE J_ SILL TO BE SET IN A BED OF VULXEM 116 110 SMS OR CONSTRUCTION ADHESIVE SELF DRILLING j q OR EOUAL SCREWS 110 SMS OR METAL SF DCSTRUCTURESCREWI H H FOR SILL F110N5 SEE SHEET 3 ar OTHERSA METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTUREOVSTALLATION NOTES T. DJTER/OR AND EXTERIOR FINISHES, BY OTHERS NOTSHOWNFORCIARITY. 2 PERIMETER AAO JOUIT SEALAAIT6YOTHERS TO BE DESIGNED OV ACCORDANCE WITH ASTM E2112 RDimo Ls A ADDED FIANGE AND FIN RiSULLAnox 12/10/13 R.L 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL SMUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75008 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" z 96" FRAME INSTALLATION DETAILS DRAM OM'G IO. V.L 08-02249 NTS ItATE 10/30/13 1 sm"35 OF 10 N9 R!I O1J i AO.A26to it 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SEC7701V C(MICRETSUASONRYINSTALLATION FSYS= otsnnmo.I1 0419 1 A"WM AMM FIANCE AND FN UWAI.1AMOM I 12/ID/13 I R.L 1 1/4' MIN. 2 1/2- MIN. LU LL -1 EDGE DISTANCE I SERIES 420 SCD REINFORCED WITHOUT ADAPTER e " 1 1/4• MIN. cc— 9'k EipAT OF ;.tt u a! EMBEDMENT CONCRETE/ e: MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCXTO ti BE OR EQUAL PROPERLY SECURED SEE NOTE 3 3/16- TAPCON SHEET 1 SEE SHEET 3 CONCRETE/MASONRY 3/16' TAPCON 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SEC7701V C(MICRETSUASONRYINSTALLATION FSYS= otsnnmo.I1 0419 1 A"WM AMM FIANCE AND FN UWAI.1AMOM I 12/ID/13 I R.L 1 1/4' MIN. EXTERIOR LU LL -1 INTERIOR SERIES 420 SCD REINFORCED WITHOUT ADAPTER 96" x 9IOFRAMEINSTALLATION DETAILS cc— 9'k EipAT OF ;.tt u SILL TO BE SET IN 1/4' MAX. met 2 1/2' A BED OF VUL(EM 116 11 SHIM SPACE MIN. CONSTRUCTION ADHESIVE EDGE ti OR EQUAL 3/16' TAPCON 3/16- TAPCON SEE SHEET 3 CONCRETE/MASONRY FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS T tws 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SEC7701V C(MICRETSUASONRYINSTALLATION FSYS= otsnnmo.I1 0419 1 A"WM AMM FIANCE AND FN UWAI.1AMOM I 12/ID/13 I R.L 1 1/4' MIN. io,,,, 1001 W. CROSBY RD CARROLLTON, TX 7SO06 EMBEDMENT SERIES 420 SCD REINFORCED WITHOUT ADAPTER 96" x 9IOFRAMEINSTALLATION DETAILS cc— 9'k EipAT OF ;.tt u 1/4' MAX. met 2 1/2' 4 ' 11 SHIM SPACE MIN. EDGE ti DISTANCE 3/16- TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL ix BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCREIEu4SONRYw9rALLATXW NOTES 1.INTI?RIORANDE)M i/ORRN/SNES,BYOnO NOT SNOWm AoR CLARRY. 2 PERIA&-rEFIANDJOINTBEALANTBYOTHIRW TO BE DESIGNED W ACCORDANCE WRNASTM E21 * MI WINDOWS AND DOORS LLC io,,,, 1001 W. CROSBY RD CARROLLTON, TX 7SO06 S11R GEN 0 #- SERIES 420 SCD REINFORCED WITHOUT ADAPTER 96" x 9IOFRAMEINSTALLATION DETAILS cc— 9'k EipAT OF ;.tt u ORI G` V.L 4/ONl1S1\0N met on m), 08-02249 as Air NTS 10 30 13 6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS X110 WOOD SCREW WOOD FRAMIN( OR 2)( BUC1 BY OTHER 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4• MAX. SHIM SPACE S10 CREWSOD EXTERIOR LLU Uj INTERIOR VERTICAL CROSS SECTION WOOD FRAMMIG OR 2X SUCK BJSTALLA7I0N NOTES: 1. AR&IIORAND EXTFAIOR FW/SHE6, BY OTHERS, NOT SHOWN FOR CLARITY. YPERG&"IFAAHDJO SEAIANTBYOTHERSTOBE DESIGNED IN A CCORDA NCE WM ASM E2112 1 3/8' MIN. EDGE DISTANCE 0 BE SET IN OF WLKEM 116 RUCTION ADHESIVE #10 WOOD UAL SCREWS SEE SHEET 3 FDR SILL OPTIONS MIN. IENT WOOD FRAMING OR 2X BUCK BY OTHERS MAX. I r 1/4' SHIM SPACE FCASM DEXRFMH ale .rv o+m ADDED FLNIGE AND FIN L49WLMN 12/10/13 1 0.L INTERIOR l-- EXTERIOR JAMB INSTALLATION DETAIL MOOD FRAMING OR 2X BUCKBlSTALLA770A1 MI WINDOWS AND DOORS LLC s R1u 11/Z1001W. CROSBY RD CARROLLTON. TX 75006 J\, • • • • •419 i CEN,ga ,y SERIES 420 SGD REINFORCED WTTHOUT ADAPTER 96' x 96" FLANGE INSTALLATION DETAILS wo RLv OR10a: Gam-' oamc oec 08— 49 A 1I0MA11 scue a1ENTS 10/30/13 7 OF 10 METAL STRUCTURE BY OTHERS f10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE T 110 SMS OR SELF DRILUNG SCREW INTERIOR SET IN WLKEM 118 ION ADHESNE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA77ON NOTES: 1. INT8WRAND 001MIOR FINISHES, BY 07NERS, NorSHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS 70 BE DESIGNED INACCORVANCE W17HAS7M E?t 12 a aLsaunoN a1[ A rewm A I ADDED F1AN= AND FON ONVAL AMOK 12/10/13 R.L 1/4' MAX SHIM SPACE T- 7/8" MIN. INTERIOA EDGE DISTANCE 110 SMS OR L_f SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS Ay" owc nn L OB -02249 NTS — 10/30/13 ISMS OF 10 v, v GENS S 0 T OF. _. 2 1/2' MIN. Imv am EDGE DISTANCE A ADDED FLANGE AND RN INSEV AMON 12/10/13 P-L 1 1/4" MIN. a: • • EMBEDMENT MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL T1/4' MAX. 1X BUCK To BE z 1/2" SHIM SPACE INTERIOR PROPERLY MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16' TAPCON 3/16" TAPCON CONCRE.W/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN a A BED OF VULKEM 116 EXTERIOR CONSTRUCTION ADHESIVE 3/16' TAPCON OR EQUAL SEE SHEET 3 JAMB INSTALLATION DETAIL MASONRY/ FOR SILL OPTIONS OPTIONAL 1X BUCK CONCRETEIM4SOlkRYLNSTAIIAT0V CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEEP 1 c . • •t --T NOTE£ p 1 1/4" MIN. 1.8JTERIORMmDCfER10RFIMSHES,0YOTNERS a.• EMBEDMENT NOTA OWN FORCL4R1TY. ZMLA4ETERANDJOD?SF_A[.ANTBYOTNERSTOBE d • • DESIGNED OV ACOOROANCE WTTHASTM E2112 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION MI WINDOWS OODRS LLCCONCRETFMASONRYINSTAL.IATIOM ense CARROLLTON. TX 75006 ENo, - p ; SERIES 420 SGD REINFORCED WITHOUT ADAPTER _ 96' FLANGE 96" QATOFINSTALLLATIONDETAILSp , ORIO G` omit orrc NJ – 02249 ftv FSSA sale -t 0= NTS 10/30/13 9 OF 1D If//ONA111\ WOOD FRAMING HIM MAX SHIMBYOTHERSr SPACE AF INTERIOR 1 1/4 - MIN. EMBEDMENT I v 18 WOOD SCREW 7/16' MIN EDGE DISTANCE J8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR EXTERIOR ccsc nanw arE svvnovm ADDED FLANDE AND FlN wAU.ATION 12/1D/13 JILL. 1 5/8" MIN. EDGE DIST. A TRIM : ' . ° 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE By oTHERs ' ein 1x BUCK BY OTHERS, KOOK STRIP tx BUCK TO BE PROPERLY SECURED 3/16' TA°CON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR RX BUCKOVSTALL4MN HOOKSTRlP INSTALLATION MASDNRYiLONCRETE 1 1/4' MIN. METAL STRUCTURE E?"T,_ESAIM BEDMENT BY OTHERS WOOD FRAMING TRIMBYOTHERSINTERIORTRIM 1/4" MAX 1 3/8' MIN. SPACE EMBEDMENT INTERIOR INTERIOR VERTICAL CROSS SECTION WOOD FRAMA O OR 2X SUG[WSTALLATION FOR SILL INSTALLATION SEE SHEETS I-. HOOK STRIP HOOK STRIP 10 WOODSID SELF DRILLING Rey SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALi AT10N HOOK STRIP INSTALLATION 9T SUCKIA00D FRAMWO METAL STRUCTURE MI WINIO I W. CROSBDY0RD LLC ```,\51t . 94CARROLLTON. TX 75006 , `.XGENg -p SERIES 420 SOD REINFORCED WITHOUT ADAPTER5 = J.INTFAIORAADEXTFRtDRAN6HES BYOTHFJiS, NAILflN do HOOK INSTALLATION DETAILS qD"'OF ,Z NOT SHOWN FOR CLART . i 0. SSSTATEE • pit aEWGN WA CD WITH F2TERS70BE Vnb me Nn 08-02248 I _11N.OR1 G aae — l 7j/ONIIA1 NTS 10/30/13 10 OF 10 WOOD FRAMING OR 2X BUCN BY OTHERS f0 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMB MENT 1 3/8' MIN. 1/4' EMBEDMENT MAX. SHIM I SPACE 1/2" MIN. EOCE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK I BY OTHERS 1 3/8' MIN. E)ABEDMENT VERTICAL CROSS SECTION WOOD FRANING OR2X BUCIClNSTALLATTQN N07E& 1. IMeR1ORAND EXTERIOR FZWSXE.S` BYOTHFAS Afor SHIDWNI4W CLARITY. 2 PERWEMRAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE N7T NASTM E2112 RED= F& I I art nnrxovm A AODM CHARTS 03/06/12 R.I. B REVISED PER NLN TESONG 10/15/13 RL C ADDED RANCE INSULIATIONS 12/06/13 RL 1 /4' MAX. r SHIM SPACE r= INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRWNG ORZX 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 RUM: ONO x0. F.A.08—ODS03 IT" NTS — 02/23/09 —3 OF 9 i FEAT 6 RTV oc;cFwrm oA7E wvnorm A ADDED CHARTS 03/08/12 RL 1/4' MAX B REVISED PER NEW TESTING 10/13/t3 R.L METAL STRUCTURE SHIM SPACE C ADDED (LAME INSTALL(nON5 12/08/13 R.L. BY OTHERS TI 1' MAX4 r SHIM SPACEtp7/8" MIN. 10 SMS OR EDGE DISTANCE INTERIOR RQSELFDRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREWSCREWS SILL TO BE SET IN iABEDOFVULKEM116 CONSTRUCTION ADHESIVE 10 SMS OR SELF DRILLING OR EOUAL METAL STRUCTURE EA 4: SCREWSEE SHEET 2— FOR SILL OPTIONS EXTERIOR METAL STRUCTURE JAMB 101STALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATTON VERTICAL CROSS SECTION METAL STliUCTURE &STALLATION MI WINDOWS AND DOORS LLC W. COSBY RD vJ\pENa 0%111jIR11ilit"Z 4tp' CARROLLTONRTX 775D06 1001 SERIES 430/440 XIX SGD* o *= NOTES' t,lMSiIORANOfJ(TFAIOAFlNBIfES BYOTNER4. 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DE OF •tt¢i NOT SHOWN FOR CLARITY. v OR1DV- aPaRtMETERAND J09VRSE4LANTBYOTHERS TOBE DESIGNEDINACCORDANCEWTn4ASTIIP2112 CUMmtc Nm 08-00503 C sS' pNAj1(!`G` F.A. 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 2 1/2' MOI. EDGE DISTANCE 1 1/4' MIN. t EMBEDMENT EXTERIOR 1 1/4' MIN. EMBEDMENT 2 1/2 EDGE DISTANCE 1/4' MAX. J SHIM SPACE 3/18' TAPCON 3/16' TAPCON CONCRETE/MASONIY BY OTHERS INTERIOR SILL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS T s ° • 1 1/4* MIN. 4.• EMBEDMENT VERTICAL CROSS SEC7101V CONCRE175MASONRYINSTAL117ION 2 1/2' MIN. EDGE DISTANCE Rv stmirna+ y1E I AMMO A ADDED CNAM 03/06/12 RL B REY'ED PER NEW TETIM 10/15/13 R1 C ADDED FLANCE D67AUATIOA 12/06/13 ILL 1/4' MAX SHIM SPACE AMB INSTALLATION DETAIL oPnoNa 1x SUCR COVCREr&MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERIOR AND EXTERIOR RNISHES. BY OTHERS. NOT SHOWN FOR CLARY. E PER2drM ANDJ0WrSEALANT BY07HERS TO BE DESMNED 6V ACCORDANCE VATHASTMP21T2 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FRAME INSTALLATION DETAILS muwN: mro Na F.A. r 05-00503 M" NTS 1 DATE. 02/23/09 X15 OF 9 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY DINERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND VaEWORFT IP=BYOTNEAS NOT SHOWN FOR CIARRY. 2. PEmETER ANDJOdNT SEALANTBY OTHERS TO BE DESIGNED OJAODORDANCE YJMASTM E2112 SILL TO BE SET IN A BED OF VULKETI 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING 1 DR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT woos FKWUVG GK Zi MUR IND IALLAMAV MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 130/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS OIIAMt 01R N0. F.A. 08-00503 VAE NTS — 02/23/09 —6 OF 9 vJ`S G£1Vg''9d:y S'7 E4AVAe 1/2' M acv DEKW.iON WE APPROM EDGE DISTANCE A ADDED CHWTS 03/06/12 R.L. B RENSEO PER NEW TESINC 10/11/13 ILL 1 3/8' MIN. C ADDED FLANCE INSTAUARONS 12/06/13 RI 000 FRAMING EMBE MENT OR 2X BUCK 8Y OTHERS 1 3/8' MIN. 71M/AX EMBEDMENT r SHIM SPACE SHIM I INTERIOR oSPACE 1/2' MIN. 10 WOOD EDGE DISTANCE SCREW EXTERIOR INTERIOR D 11 11 11 11 11 11 QSCREEWD 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY DINERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND VaEWORFT IP=BYOTNEAS NOT SHOWN FOR CIARRY. 2. PEmETER ANDJOdNT SEALANTBY OTHERS TO BE DESIGNED OJAODORDANCE YJMASTM E2112 SILL TO BE SET IN A BED OF VULKETI 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING 1 DR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT woos FKWUVG GK Zi MUR IND IALLAMAV MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 130/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS OIIAMt 01R N0. F.A. 08-00503 VAE NTS — 02/23/09 —6 OF 9 vJ`S G£1Vg''9d:y S'7 E4AVAe METAL STRUCTURE or OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE GY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE OR 7/5- MIN. LUNG EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 1/4' MAX. r SHIM SPACE pINTERIOR Mum RIV oommm DA,F App*m A ADDED C1MRi5 03/06/12 ILL B REN6m PER NEVE TES M 10/15/t3 A.L. C ADDED FIANCE INSTALLATIONS 12/06/13 ILL 0 BE SET IN U OF VULKEM 116 RUCTION ADHESIVE ILIAL METAL STRUCNRE BY OTHERS FXTERIOR SEE SHEET 2 FOR SILL OPTIONS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION PETAL STRUCTURE INSTALLATION NOTES: T. INTERIOR AND EXTERIOR FWLSNES. 8YOTiIERA NOT SHOKN FDRCtARR1: L PERIMETERAND JOINT SEALANT BYOTHERSTO HE oMONED 1MACCORDANCE WTIMASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS pltfnr. OMO w4 F.A. 08-00503 NTS lux 02/23/09 *W7 OF 9 6E M 0;. EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS INTERIOR CONCRETE/M/SO1 BY 0TH SILL TO BE SET W A BED OF VULXEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS s % .. 1 1/4' MIN. EMBEDMENT 0 : Ar .... VEATICAL CROSS SECTION 2 1/2' MIN. C0NCRETFA"80NRYWS7A114TICN EDGE DISTANCE OPTIONAL 1X BUCC TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAfL 00NCAE IDU4SCNRYWSMALL47ON AVFM 1. aimmOR AND EXTS:IOR RMSNE$ BY 07NEAS NOrSHOWN FOR GYARRY. E PERONE MP AND JOWf SEALANT BYOTHERSTD BE DESABMEDW ACCOADANCE WIMASTU EV 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SOD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAmn "OHM F.A. 1 08-00503 1... NTS - 02/23/09 -8 OF 9 vv.1, %+ENS: 1 5/8• MIN. EDGE DIST. TRIM — INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 4• MIN. DMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED EXTERIOR _Jl `PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM '_j1 3/8' MIN. ED1B/ MENT HOOK STRIP --1 R OD 21 EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKi1VO0D FRAAGNG FMVM NS Esornom wr ADDED CHAIM 03/06/12 R.L RT:4= PER NEW TESTING 10/15/13 R.L. ADDED FLANCE INSTALLATIONS 12/06/13 Rl. METAL BY R xwtliS It. Lo OTHERSRSS CENSF.41p-,= TRIM D_ SERIES 430/410 XIX SGD INTERIOR Jaz AD AT OF , O 7S ONA 1 aum HOOK STRIP RLV CFAD8-00503 A X10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1.1M9VW AND EXTERIOR FWSHE$ BYOTHETTS, NOT 8HO%W FOACLARITY. Z PER .ETERAND JODVT SEALANT SYOTHEAS TO BE DESIGNED 1NACCORDANCE W MASTM E2112 MI WINDOWS cRos9ND Cir00oRS LLC xwtliS It. Lo CARROLLTON.. TX 75006 CENSF.41p-,= D_ SERIES 430/410 XIX SGD 143' x 98• REINFORCED HOOK INSTALLATION DETAILS Jaz AD AT OF , O 7S ONA 1 aum Cwo No. RLV CFAD8-00503 A WAE W TIZ CAR 02/23/09 9. OF 9 6/9/2017 Florida Building Cade Online r Business & Professional II. Regulation rg SCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Slats a Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I b a t r " Product Approval IUSER: Public User Product Approval Menu > Product er Apolcatlon Search > Application List > Application Detail FL if FL15000-R2 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@rwbldgconsultants.com Authorized Signature Vivian Wright rlckw@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 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL1S000 R2 COL Certificate Of Independence, vdf 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:/Iloridabiilding.org/pr/pr app otl.aspx'tparam=wGEVXO.vtDquS73Fr2ZyiPozArkA6CzHQ3yMKg2Hy8%a2fjCfc2MRiSC82ri%3d%3d 1/3 6/9/2017 Florida Building Code Online FL15000 R2 Eauiv FL - 15000 Eouiv of Standards.. if 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 X0, 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.Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" 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 "J" 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 lI INST 15000.3.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 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.odr additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" 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 Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 11 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 "J" 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:110oridabtAiding.orglprlpr app ol.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAiA6CzHQ3yMKg2Hy8%2fUCfc2MRiSC82w%3d%3d 213 6/9/2017 Florida Building Code Online Limits of Use Approved for use In HVHZ: Yes Installation Instructions FLI5000 R2 11 INST 15000.5.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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.S.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Um its of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 11 INST 15000.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL1S000 R2 AE EVAL 15000.6.Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of ")" part number doors, which have been stained or painted within 6 months of Installation.) Dack1 Next Contact tis :: 2601 Blair Stone Road, Tallahassee R 32399 Plane: 850.487.1824 The State of Florida Is an AA/EE-0 employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement •: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1195. -Pursuant to Section 45S.275(1), Florida Stables, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparment 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 pudic To determine If you are a licensee under Chapter 45S, F.S., please click e . Product Approval Accepts: L= -- r - - Credit Card Safe https:/moridabuildng.orgtpr/pr_app dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 3/3 3d W MAX DOOR PANE WIDTH T J d e u P DDDR PANEL Fiber Classic i MLRQfL iAL utws bK;jlvry 3 DOOR PANE. 2 T( rTBOP ER cLAssrc) B B077O11 RAIL PiBER CLASSJC) VERnCAL CROSS SEMON J DOOR PANEL R 02/24/12 N.TS. 9 a sm JK v L m LFS ; nmw ra, d m fL-75000.3 0 J —.12 0 1/ICUSS Cl/ASS VK. C G1 1/8" $ IS TEMPERED F a rrr a n1 i GLASS 1 x.25' I INTERCEPT SPACER 40 41 SEE NOTE 1 S' WSIJLTED GLASS W/ Sk(C LITE FAAMF CLA7FN1Z DF7M 13.93S'MAX 1 PMEL WIDTH 7.125 MAX D.LO. WIDTH 7 ALR SPACE 41 11+/EbpEREp GLASS r 7/2" MIN, GLASS THK G1 r1/L1e TEMPERED CLASS AIR SPACE 1/8" TEMPERED GLASS 2is as followir From theT[-1531' 1 t --ISIS{ with (7) more rporod 967 uac. jidm oro (2) 4 screws both top and bottom of 2.125N from each SG)ELITF PANF1 SIDEWII TOP * B07TOIJ RAG. ^ SlOc BUNK SIDE SI%C comer. Smooth Star 2 FINGER JOINTED PONDEROSA PGr4 SG.O.o3 FINGER JOINTED POND0 PIK SCe0.43 r Io 02 24 12 i ua N.LS L Ur JK t C R IFS 1 e FL -13000.3 wit I 1 \ KORROMAL CROSS SECTION a rrr a n1 p N•d• fit OOiA tl M y oda7 g'? LS 2is as followir From theT[-1531' 1 t --ISIS{ with (7) more rporod 967 uac. jidm oro (2) 4 screws both top and bottom of 2.125N from each SG)ELITF PANF1 SIDEWII TOP * B07TOIJ RAG. ^ SlOc BUNK SIDE SI%C comer. Smooth Star 2 FINGER JOINTED PONDEROSA PGr4 SG.O.o3 FINGER JOINTED POND0 PIK SCe0.43 r Io 02 24 12 i ua N.LS L Ur JK t C R IFS 1 e FL -13000.3 1 \ KORROMAL CROSS SECTION 4 SIDELf1E PANE. x 1 21ST 2529' rAi . i; i u r•a. 42 Aw a 8 PLASTIC LIP CITE FRAME PLASTIC UP UTE FRAME EKTRUDED PVC EXTRUDED SNC 1 7 Ipg 2 4 SG) E1RSIDWIVMCAI CROSEC71pN E PANEL lid 1 1. Spoolnp for Item #n & f41 (Dte frome eerewa) 2is as followir From theT[-1531' 1 t --ISIS{ with (7) more rporod 967 uac. jidm oro (2) 4 screws both top and bottom of 2.125N from each SG)ELITF PANF1 SIDEWII TOP * B07TOIJ RAG. ^ SlOc BUNK SIDE SI%C comer. Smooth Star 2 FINGER JOINTED PONDEROSA PGr4 SG.O.o3 FINGER JOINTED POND0 PIK SCe0.43 r Io 02 24 12 i ua N.LS L Ur JK t C R IFS 1 e FL -13000.3 49 IfmfK C f. •' .. , Qi i r G U d sM f io r -• n n s 7 rl Ittl iT e doe w};t:i;' 1. The dbmd Intost"teIs set the jamb WRh (12) R&M 143 a 16 x 2' pfl Mood screw. Thera are y • : 13 4) at each vefikel Jamb, from the top down at 16 21 18 115', 31' 48.5' & 66' Then ere (2) at the header at 4' from the outside Corners d theIJ/4 MiN VA& (rip.) from&. Thera err (2) at the sot, 4' from the outside earners. iI kkXif GS 7cZL i HORG!ONTAL CROSS SEMIN 7 R 48 O 1-1/4' Atlrl EMB. CNP) I 1SMJ4 C SPDC 17 13 45 6 43 4 a t 6 1t r s ..•'; y yet N}.isy ;s.ter i f0 ACi1VE IA 36 r.1.T'4ir•: 34 43 a SEE NOTE 135 c 3 EXTERIDS 9 y 43 21 24 2 E oaS.•> N,T.S gg 16 10 T2 am or, A a 2 HOR20NrAL CROSS SECTION L3 1 HORIZONTAL CROSS SEC110N }T log aunu 7 7 18 nFL -15000.304MLor12O MASONRY OPENING OONCREIEANC71OR NOTE: t. Cono Z;;; a ons =ithe c=ram maybea tated to moldWn the mai. 2X BUCKedgedWcmetom=rtarjointm 2 Concrete aneharlocallm noted as 7AM.ON CBJf'FR nnatbe adAmed to molntab tAe mrn. edge distance to nwkv)obts, cddltlonot conoete anch= maybe mquted to mare tne'TdAX ON CFMER'dbnemfon ne not exceeded 3. C=naefe andi=rtabe: 1 II II 7 MULUON II 76, ZX sAW 49 REFERENCE II r I MUWON II ITW • TAPCON T/4' 1-1/s r I I SHOWN FOR 1 II ELCO YITRACON 1/4' 1-1/4' dg MASOHRY 49 II REFERENCE 0 ,ll OPENING TYP. HEAD 1 MULUONJII mn !FS 3, IYP. HEAP JAMBS SHOWN FOR II N n oJAMBS REFERENCE y„ but 2X BUCK ll I11 I I` V g 2x Buc I 1 Q ! I Jo. I I p ASTRAGAL v REFERENCE ONFOR j gIIpREFERENCEII o I o II a I I 8 11 II Q II II I II I[ 1 II DOUBLE BUCK W/SIM ANCHORING MASONRY OPENING OONCREIEANC71OR NOTE: t. Cono Z;;; a ons =ithe c=ram maybea tated to moldWn the mai. 2X BUCKedgedWcmetom=rtarjointm 2 Concrete aneharlocallm noted as 7AM.ON CBJf'FR nnatbe adAmed to molntab tAe mrn. edge distance to nwkv)obts, cddltlonot conoete anch= maybe mquted to mare tne'TdAX ON CFMER'dbnemfon ne not exceeded 3. C=naefe andi=rtabe: 4' 1 II II 7 MULUON II 76, ZX sAW 49 REFERENCE II TYP. HEAD II e JAMBS I I II 11 II ITW • TAPCON T/4' 1-1/s r r n,14nNo ELCO YITRACON 1/4' 1-1/4' dg I! REFERENCE II II it II II N.T.S. 4' 1 II II 7 MULUON II II SHOWN FOR ll 49 REFERENCE II TYP. HEAD II e JAMBS I I II 11 II II II II II in c ci II II I I MULLION -' I I n,14nNo I SHOWN FOR I I dg I! REFERENCE II II it II II N.T.S. MASONRY OPENING mn !FS 3, IYP. HEAP 1 a N n oJAMBS y„ but 2X BUCK I` V g 1 Jo. SASMCAL REFERENCE g o1 4' 1 II II 7 MULUON II II SHOWN FOR ll 49 REFERENCE II TYP. HEAD II e JAMBS I I II 11 II II II II II in c ci II II I I MULLION -' I I n,14nNo I SHOWN FOR I I 02 4 12I! REFERENCE II II it II II MASONRI OPENINL ZX BUCK e a in c ci Izl na m 02 4 12 N.T.S. mn ix mn !FS 3, Mm a ft -16000.) o eAli D 4* 0.148 1 I— AM 24 ASTRAGAL DEML 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP AND THE BOTTOM. FL -15000.3 Ie THERMAITRU a THERMA TRU DOORS T t e MDveT11,., O"„ iDOCn1ON, am 4aml 9 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSWING w/ & w/OUT SIDELITES FIBERGLASS DOOR TION -IMPACT" GBMAL N= 1. Va product ttos been evak oled aid kin aompimme wilt the Sth 6d61on (1Dl y RMdo luO+O Code facjshueMotre4dternenbitWd*nDflne'fTipltVelodfyHttficare7ane SlYl4l. 2 Ptaduclanchmsho6bem@le4andspocedasdxmnondetdkAnMwenbedmentiobwo motedd Moll be beyond wet dmtdtp araucco. 3. %Yhen and A the lfVHr fhtc product k mquhad fo be profeded v4h ank%mdT xttant covaMg lhat omMles vaSec]on l M6 of the Fr - 4. Wmataed In prem ouldde of the'NVIV teglilfny wind borne delis pofeclim fhk productis mgAtd tobepmtededvalhan lnpod resmmM covelkg Aoteompim*M$Odon 16M32of flte FDG , 5. Tar2r dud ktandtg t:orsdnroion,alttttotkt9 of iltem ultikshd bs the sante ontftaf dwvn for2r burtmasarycomhucNon. 6. S{teeondThrtsWdeviolekorathedetobofIhkdnawirpwquiefUdh9ran&0w tD by a ir roed eltpkleer orm* med antiled. 7. ftproduddoes nolumithowdwkditftnrequietneakfor the %VW.0 w5VW&shopbe lmidod miy In nonfiobtldbb asem orot hcibRoWefoca as ptolecled by on ove wv or canopy wdt fhatft angle beWeen ftp edge ofcmtopy ar overhang tos3 blew than 45 depeii 2 WLSr WAX 37irma W=_ aJ&}. .:l.l 1. 1 I] SEE wm i1'/ SEF DED A-/ 1 SHEET a SHEET 6 S S D09111E 1 +47.0 1 .47.0 1 +60.0 1 -60.0 47.0 1 -47.0 1 +60.0 1 -60.0 12—f5oDf14 s T4etE Af COMem SHFi74 Dl3CBtifIDN n,d ptessau&penvdnotu 2 boot cam Was Wnwrigm 3 detolt fDc 4 etb ddais& dale& verfiml aosssecom 6 HwbDmCdclmncJbm 7 INotirarttdcFm b uckAm 9 fi.., 10 r9aeaCKIKA rt Ad d IZ m3wmalerM&Componenis 2 WLSr WAX 37irma W=_ aJ&}. .:l.l 1. 1 I] SEE wm i1'/ SEF DED A-/ 1 SHEET a SHEET 6 S S D09111E 1 +47.0 1 .47.0 1 +60.0 1 -60.0 47.0 1 -47.0 1 +60.0 1 -60.0 12—f5oDf14 s 36WMAX DOOR PANMWIDTH z 2 03101- FM F=R e USI ISI 0111111111 Smooth Star OIMONIAL GROSS SECTION 2 DOOR PANE. ljw 4 d U1L•rt 571LE 5 10P RA251100THSEAR) 1.18 ,- I 1S1S I LM 58HINIE 51TLE 80170M RUL 2 VMCAL ONSS SECTION trrtl7 N.TS SMOOTH STAR) 37 SNOOTY! 57AR) 2 DOOR PANE. R—Ts00a4 FA 1 VERTICAL CROSS SECTION 5 it m FJ(TERJOR 8 2-'N V MCAL CROSS SECTION 5 NOTE 1 30 Efi(OB 1. The aldotRo b dfrsct act Into the jamb with (12) SEE m 2 RI 3 VERRCAL CROSS SECTION 5,1 Shown w/tx sub—buds OM094L SURFACE BOLTS ON ACME PANEL SEE DESIGN PRESSURE CRART) AM 0 1. The aldotRo b dfrsct act Into the jamb with (12) m Rem J43 a /8 x 2' ^ wood Strew. There aro (4) at each %cw feol tomb, from the top down at 31', 483' fc 66'. Thera are (2) at the header at 4' from the outside comers of the frame. there are et4: 24-12 tam 01 -TS am Im JK2) J13 a f8 x 2-1/2' pth. road screw at the j6. 4 from the outside comers. Oft ea LFS 2. OPTIONAL SURFACE BOLTS ON ACTW PANEL SEE DESIGN PRESSURE CHART) atm¢ m FL -15000.4 am ar_M 7 kj2EdRn Q1CSIAKRL 1I tJ r xiYMe a SEE NOTE 1 3 1, The s4etlte H dtract tet Into the jambtttwith (12) Fern B43 a *B x 2' pfA. wood v e e craw. There are (4) at each wrtlool 4 ti jamb, from the top doze of 13S'. Jt', 4&r h ee'. Theta are (2) of the header ACIM at 4' tram the outslde comom of the r q $ a a, o.sE were tome. Neta we 2 13 aB N = 2-1/2' Pfh. Mood arJ+w of the o1q t from the2':,a.:t f`•. d ez r:'tFarjr:•;, outado comers. 7r . p IMERIOR 36 e•• vWi 41 29 43 44•• DETAIL k. 35 17 1d naampi OPTIONAL SURFACE BOLTS ON ACTIVE PANEL 1.114, mx SEE DESIGN PRFSSUAE CI•URT) 333 c 10 8 3 HORIZONTAL CROSS 5 OM14 6 I 22 yQ16'MW. xy C:6Pa 48 8 7 4J SEE NOTE T 27 tl 7 43 33 11NCTrvE ACTW to ct R EXM1Q@ r' a_ya is .i C ><. t.%°i A c• 13 NgHIQB 4 36 44 0 B 10 37 45 ode 02 4 12 Oux N.TS. 9 1 HORIZONTAL CROSS SECTION Z HOR1ZOOM CROSS SECTION LFS 1 w 6 E FL-15000.4e mun A 2 O z r; a f1HSr A'R.,wcE_ tN:•A'iriW'E r1 - 1 TAPmCON° 1/4 1`1/4' 2' 4' ELCO UITRACON 1' P TVP. HEAD fl 3a 0 II dt JAMBS MASONRY II' 11 SHOWN FOR OPENWG II HEAD II 1 REFERENCE JAMBSII 1 ASTRAGAL II II SHOWN FORfREFERENCE II 1 1 I V 11 2X SUCK -/ I II 1 II R -MULLION 1 MUUJON-A I de II SHOWN FOR 1 SHOWN FOR II II REFERENCE 1 REFERENCE II 1 ll f II HoIIiit n 1 II 1 II 1 li If j. s D IJ6lf DDDR W/9DFLfiES BOK ANCHORING 4' _ 2X CONCRMANCHOR NOTFS; J. Conaefe aneharboaRorrs at the comms nW be odpated to mdnbin the mla ceedgoc2fonmortarmrd, Concrete anchorboafibm noted cm MAXONCiNJER ~bea*Wedio mx*Tfdn tM mh adga dMorTce to nwh )osrk. addttrorwl concrete ardTa+s may be required to omrae the 'MAX ON CSaW dunaa(on are not w=eeded Concrete anchart=i& 3:;.__. ... __ N- a f1HSr A'R.,wcE_ tN:•A'iriW'E 1 TAPmCON° 1/4 1`1/4' 2' 4' ELCO UITRACON 1' P II II II 3a II II ec AMBS II II II I II II WUwON II II SHOWN FOR II II REFERENCE 11 II JI II I It tfULLION 1 II SHOWN FOR II II REFERENCE II II II II II II II 2X a ti0C4 c d e FL-1SOD0.4 0 or O r •. 1 s TVP. HEAD kSTMPAGALdtJAMBS SHOWN FOR 1 REFERENCE 1 1 1 1 B de 1 c d e FL-1SOD0.4 0 or O DETAIL s• THES& (2) ANCHORS REWD ONLY WHEN DP > 47 PSF DOUBLE DOOR W/StDELrtCg ^ CONC EANCHORNOTM- 1. Concmia anctwboations at the cunerr maybe masted to matntoh themh edge d¢ =ce to matarj*& 2. Conaeh> ancwJocaflont noted at A1At ON CENMr must bo adjusted to ma1MaA Zo mtr odga cbtanco to monW)dn- adcZand COnaete end= may be mqu9ed to ensue the %AAX dN CWW d basion ae not avmedcd 3 ConoefsanchorkSfe tires -- - .,_s= - t,• . x . • _ ).---= - -_.,.,tom T=. Dia--'_ -`iA 3it3i'7te.T ITW • TAPCON V4 1.1/4 r s iAPCON• 3110 1.1/4 r SCREWY NMUATION NOTES: I. Mobic t a mfitmum *7 edge dist m, t' end dSlonm & t' o c. vachg cd woodsaews to pmvant the spf AV otwood. MASONRY OMNG FRAME 2X BUCK L VIEW lc- C. - J I -,-A. 9NGL.E DOOR WAIDDOORWAIDD 13 49 30 30 W/2X SUCKINSTALLXnON m 13 J m i t m rSURFACE STRXE PLATES D HEAD 31 30 a, Da. 8 . MASONRY OPENING FRAME - tr 2X BUCK - SE D£TAL '3' 1 . r VIEW n' 17F1 mLDETAiL '2' W/1x micx INSTAUATION 1YP. HEM & li AW&S = O SEE Y714T. SILL OEWL '1' r 1 I 11 I 1 BA` oouBLE odea CONGRETFANCHORNOTB: 1. Coweft an&" bcatioru at The cornea may be acpst ed to m1Illh3fn the MkI. edge ddwice to nwtwjbhtA 2- C4=010 muftrtoealmrx robed as 7.tAlC ON C13:D31'mint ba c*aed tb no'h a I Me ffft odyo dbtcnce to m0rWichlts addloncle ncete onehm nloy be tequled fo enaee the htkX ON C 4MIdirnernion aro not w=ooded, 3. Concrete anchortohte: SiE DETAIL 4' SINGLE DOOR w/lx BUac SOI ALLAM01 13 12 IY/?X aup( AISTALLATION 13 10 10 10 DETAIL 'S• w/tx SUCK 50 INSTALLATION w 2 BUCK 13 R ILIA D£TAI! 4' r SEE DETAIL aT7 3' El 49 p 30 W/2X BUCK 13 0 37 INSTALLATION 31 W/,x BUCK 48INSTALLATION DETAIL '2' 6 ASTRAGAL & 51JFL CIE BOLT o STRIKE PLATES 0 HEAD I m i i 31 91 =rci O % 0 - sae 02/24/12 i 90 t 90 «ua KTS- DETAIL 't' arm ph JK ; SURFACE BOLT STRIKE PLAT CHL m L1S ww c etLTHRESHOLD FL -13000.4 am-aor1 w0 VIM c=+ N. l f Nj`u av;-.w, ' _ w= _: -:sE ire._ Ilvil d' 2' TAPK:ONa 1/P 1.1/ 4 I TAPCONe31Ir 1-1/O T 1.1/2' OOSCIPEIV PWALIAIIOrt NOII& 1.M' oInb trurm*rsdaedWw)cs.l'endtWonma1'or- ipacbgat wood scn wr to prevent thespOft a wood SiE DETAIL 4' SINGLE DOOR w/lx BUac SOI ALLAM01 13 12 IY/?X aup( AISTALLATION 13 10 10 10 DETAIL 'S• w/tx SUCK 50 INSTALLATION w 2 BUCK 13 R ILIA D£TAI! 4' r SEE DETAIL aT7 3' El 49 p 30 W/2X BUCK 13 0 37 INSTALLATION 31 W/,x BUCK 48INSTALLATION DETAIL '2' 6 ASTRAGAL & 51JFL CIE BOLT o STRIKE PLATES 0 HEAD I m i i 31 91 =rci O % 0 - sae 02/24/12 i 90 t 90 «ua KTS- DETAIL 't' arm ph JK ; SURFACE BOLT STRIKE PLAT CHL m L1S ww c etLTHRESHOLD FL -13000.4 am-aor1 w0 a 9 3 s n u W O 27 27 Typ' 27 TYP. TVP. Z 3u. 9.25 l191P 0.73' DJS OD6d'— AO 4 SEE NOTE 1 c 4FZld 41 apI 0926' 1 3 9 s1R cAL D D41L ooc 0 4 12 NOTE T4AN T& e I. THE ASiRAGN. HOLT HAS A 3` THROW AT THE TOP LFS ; AND THE BO M6L 'p fL-15000.4 amt aswvPolr xd.;d aAsslc 11401 0.11 Y0t 7nC 7&ti1AA Br 7MR; HIi4 Nm )wd mmla 5tlmim Fd Isumm IA 9+00 51 t A aD BY MA -MLO 'Ak Odi st6:. FYiEAIi tSS 700D CDYPo6IfE A WOt 371£ 4 FIC 16SM1E SITE . STr0.A 3 R 60110 wa BUDD cmwm 6 0.7UFDNOE tpyl Ubt ply mxhuuw Fm a tont cmaRE9lod 0 r 1 NJI6> AT Px 1 I + < PTV mm SIZEL it IP oagw OJoPsr %=-= 70 AD JDr M s1ooT Cohum 1 o r i w alt 600D spewWo -,!" STm r 1 1G 6000 SCR. Sim 14 t r 7-I RM PM ffam SCREW mm is S1Dam wim BOOT .m ixiNRRD wm 16 II POOL 56 >. o.8 WOOD 17 10.0 114* 9611 Spop 1!1 W 1001 - S10G]LNE sm 1 MF MMM SQU MOM TM MOMM ME SPUE J1110 Pa1L Z.443)11000 23 MOT 0[AO W -SM_ 14A mm my ALD. FM aMT R1JxM AILUM 26 Ix P" sc >- Nom 22 a r 1-i tit P,O6ITAD am Smw sm MOM OOM POTI051 SS4IIT 1418. S-. r 1-J i' PN 1 M AOI JO UWAIW R47F 9m 31 f0 r 2-1 PIW11P5 no sm 1 !$ O A7AIS WE -4 43 P LP P10 34 PdS71G m 111E Aa14E SMC BLtlaT JU® ME VMD 1 S DUE WE SNF AWCOD 37 0 r 1-31r LC Pill BOND SOW SREL 33 14', }J 4 PM DLO OR TIM COWNN am 0 1 r 3-V4'ITN PAI CMAM m SOW sniL 40 Glix 75S 6-10 r 1 1 PIM-- MNE Slag gm TOP & RA SPK r Y M PAT VOW SCREW STEEL 44 J r J GIANIFR AOIOm We .FJORD) FOA' 1100D 45 1 L r d40' OL sw tt6v NA4 sri8 c NES MONCE BotT .ss Sm 3768 471 20 sO: XU M I ,7D Aw E 00 J r MbF fTW PM CMACRETE SCAM Sim, RAIE mm 1 4 r J-1 4 ITN PfN Cmaw Sao Sim SSmt MPOSTI A lA1 WOW COyPoor s siF saau 57 153 XMW M I 60W Cfd00STIE I: . -1 111} lla] 4JW- IDW Tj WEPOD FRA22 FINGER JOINTED PONDEROSA PW& SC+•0.43 r r :!1 lln 1.: 3•. _ 1.17E e IASIKNG DOOR ROTfOA1 SIVFPP WWTI..080- UAX WAU, 05- AOW. WALL 2NY•j tBr—•I L7 15 MMON2 BOR Oafm 0.09, EXI wfn vwn W&L i n„nll 1 i°% op a O S 1.17E e IASIKNG DOOR ROTfOA1 SIVFPP WWTI..080- UAX WAU, 05- AOW. WALL 2NY•j tBr—•I L7 15 MMON2 BOR Oafm 0.09, EXI wfn vwn W&L i R . W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Dos 230 Vo61co, FL 33595 Flowc 013.6599197 Florida Doord orPmfWaml CnS1r=s Cvt1nmtc dAuthuricdou NO, 9913 Product Category Sub Category Manufacturer Product Name TEL 01480337-A,%C Swinging Thermo -Tru Corporation Fiber Clesslo" /'Smooth Star' pxterlor Exterior Door 118Industrial Drive aV Inswing w/ and w/out 91delltos Doors Assemblies Edgerton, OH 43517 Fiberglass Door ATI 97606.01.106-18 ASTM 131929.96 Phoma (419)298-1740 Non-linpact, Scope: This Is a Product Evaluatlon report issued by R W Building Consultants, Inc. and Lyndon F. Sphmfd% P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 61 G20-3. Method 1 D otihe Stale of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultarde and Lyndon F. Schmidt P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and Is In compllance with the 61h Edition (2014) Florida Butiding Code (FBC) structural requirements Including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. S. When used In the "HVHZ" this product fa required to be protected with an Impact resistant covering that complies with Section 1 e28 of the FEC. 4. When used In areas outside of the "HVHZ" requiring wind borne debris protection this product Is required to be protected with an Impact resistant covering that complies with Section 1609.12 of the IBC. 6. For 2x stud framing constmotlon, anchorhrg of these units shall be the same as that shown for 2x buok masonry construction. 6. Site conditions Thal deviate from the details of drawing FL -1500D.4 require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meal -(he water Infiltration requirements for the "HVFO, Inswing units shall be Installed only in non - habitable areae or at habitable locations protected by an overihang or canopy such that the angio between ft edge of canopy or overhang to sill is fees than 46 degrees, 8. See drawing FL -16000.4 for size and design pressure limitations. Supporting Documents: 1. fest Report No. Test Standard TEL 01480337-A,%C ASTM D635-03,ASTM W929-96 ASTM D2843.99 TEL D1460336-A,B,C ASTM D6*03, ASTM D1929.96 ASTM D2843-99 STTSODDo1 ASTM 620-95 16427-107362 ASTM E84 -00a ATI 97606.01.106-18 ASTM 131929.96 ETC 01-741-10701.0 TAS 2012-94 ETC 01-741-10703.0 TAB 202-94 ETC 01-741-10593.0 TAB 202-94 TEL 06-1031-3 TAS 202.94 TEL 06.1031-4 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P,E, Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,inc. Lon Hicks, VP Operations William E Rtdh, 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. Drawing No. Prepared by No. FL 15000.4 RW Building Consultants, Inc. (CA #9813) a 4 it,-C-1141/ Calculations Prenaredbv i '+.ifDlfIr, Anchoring RW Building Consultants, Inc, (CA 419813) U' ti• ASTM E1300 Glass load Lyndon F. Schmidt, P.E. ;; "' "C4 r 6R tit, n Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Thermo -Tru Corporation Is manufacturing products '; =• t, :f, within a quality assurance program that complies with ISOAEC 17020 and 0, r{`,'• , ` QuIdo 53, Sheen of 1 Sinned & Sealed by Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43408 2/2!2016