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Home My WebLink About113 Conch Key Way (2),.CITY OF ii FIRE EPARTMEN �- � Building & Fire Prevention Division �U mG' ` PEIfMITAPPLICAT10A1 V Application No: Documented Construction Value: S 2430 Job Address: 113 CONCH KEY WAY Historic District YesONoll 29-19-31-501-0000-2940 Commercial Parcel ID: Residential Type of Work: New[] Addition❑ Alteration RepairF Demo❑ Change of Use❑ Move Description of Work: REPLACE REAR PATIO DOOR - SIZE FOR SIZE - FL # 14111.2 Plan Review Contact Person: GEORGE BURTON Tyt.: CONTRACTOR Phone: 386) 676-2837 Fax: 386) 672-2897 Email: GBURTON4800AOL.COM Property Owner Information Name HOLLANDER,. RICHARD & MICHELE phone: 561) 827-8577 Street: 113 CONCH KEYWAY Resident of property? : YES City, State Zip: SANFORD, FL 32771 Contractor Information Name GEORGE BURTON CONSTRUCTION INC. phone: 386) 676-2837 Street: 1 SUNNY RD. Fax: 386) 672-2897 City, State Zip: ORMOND BEACH, FL 32174 State License No.: CGC1515993 Architect/Engineer Information Name: N/A Phone: Street: City, St, Zip: Bonding Company: N/A Address: 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. I. understand that a separate permit must be secured for elect M.al work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105J.Shall he Inscribed with the date of application and the code In effect as of that date: 0 Edition (2017) Florida Building Code b 5.00 Revised: January 1, 2018 Prnnit 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 permitfees 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 zoni 4Nhe signatu o owner/Agent Date Signature of Co ator/Agent Data 4ickdl_ A Print Owner/Agent's Name f �� S' alum o otury-State of Flo a Date Jerome A Scharr NOTARY PU9LiC STATE OF FLORIDA Comtr# FF911625 Explre$ 0/11/2019 Owner/Agent is Personally Known to Me or Produced ID �X' . Type of ID P' 01z_Qt'" t I c Date SHELLEY A TARUS My COMMISSION #FF158034 EXPIRES September 8, 2018 Contractor/AMRi t is3o+ Persf"Np1W&Pfflt Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg. Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing , # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5E 5-2-1 . COMMENTS: Revised: January 1, 2018 Permit Application PO Details PO # 23453605 statue_; , , , ,; = Store- " y ,6323 + �?'� Ortler# _H6323.55865 Foli6w4jp Action ; �' � ,, ,=Created Date acy SY9 # Sclieilule Service ,_: v ' . ` 04/13/18 s �; � �� __. 3983h: ti -JobJype ., '_ '..,• MYandor _.,. ,, Name .. _ Installation "' "' „ , ,,, GEORGE:BURTON CONST.INC., HOLLANDER, MICHELE ' LaborCost Jo bPermit#:Servlce_Pr - ram,: 0000=523 00_PATI6DOOR'FLAAT ` Customer Information Customer Details 827-8577 Installation Address Contact Data! Contact Phone Details 827-8577 Addceas�Ucl�e��1_ � gg a ... Y \°'^ ....%.%�. .\\`�, �.'.$4 vV.,`2`"i.:. �.vwuci.�.z,.�<_"a�"�..a�< �\�1`�`\�\`\,\�\,\,i'�a�kd•Y.'.w .... 113 CONCH KEYWAY g,' SANFORD FL 32771 M V SEMINOLE MICHELESMITH LIVE.COM Notes \\ \ t MOT Ngi#9 �J 428 \ a\� \atsd \ _j 0 r arpAtest Order total = $2430.76 , FL # 14111.2. Thanks Closed Store 04/17/18 02:27PM EST GPB876 Page: 1 RIEQUM ED INSP EcCTION S1EQUIENCIE Bpff- Address -- Max Inspection. Deed ltllom. Footer / Setbaok Remwall Foundation / Form Board."Survey Slab /' Mono Slab. Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls - She athing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Finar Roof Final Stucco / Siding Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final. Pre -Demo Final Demo Final Single Family Residence Final. Building. Other ll;+IE9'i(�11A Q. ! t`IE.Q�IQN Mum Maas llns2ection Desciri2ttiom Elect dc. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Mn Max l[nsEec>tion DescidEflom Plumbing Underground Plumbing Sewer Plumbing Tub- Set Plumbing Final Mlln Max. llms ec>tion Descidlefllom Mechanical Rough Mechanical. Final. Mk max ]fms cctn.®m.IlDcsc�rn ttnimm Gas Underground Gas Rough Gas Final REVISED: June 20144 Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: g1/1/,-6 I hereby name and appoint: an agent o£ Sk 'e- it -Ccl ��.rct-3 (Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): ❑ The specific pen it and 11121 A for work located at: Address) Expiration Date for This Limited Power of Attorney: License Holder Name: C'7G DJ C State License Number: Signature of License H STATE OF FLORIDA COUNTY OF ` OI"t - n G 1'!;I�I q3 The foregoing instrument was acknowledged before me this 19 day of �`j , 200 , by ,AT a cye--2 D-J who is ersonally known to me or ❑ who has produced as identification and who did (did not) take an oath. �"344" Signature �L (Notary Seal) ,tiPaY, HELLEY ATARUS Print or type name ? MY COMMISSION #FF158034 9T EXPIRES September S, 201 S Notary Public - State of r (407) 398-0153 FlOfidaNOtaryService.COm Commission No. My Commission Expires: (Rev. 08.12) Building & Fire Prevention Division --- DOORS / WINDOWS PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: al Building Permit Application completed, signed and notarized. Application must.include correct address and complete parcel I.D. number. Co of a contract signed b the contractor and the property owner, indicating the documented PY � Y p p construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. i❑ Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). n be signe m person at the (if the V/ Two (2) copies of an exterior wall floor plan indicating size, type and location of windows/doors. CU/ Completed and signed Statewide Product Approval Specification Form. VTwo (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Effective: August 1, 2017 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form # I R - 1 9 9 8 Permit # \)\LDrnc SANFORD Project Location Address 113 CONCH KEY WAY \; 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.floridabuildinci.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging JELD-WEN EXTERIOR DOOR FL # 14111.2 Sliding Sectional Roll Up RMEWItD FOR COD COMPILLAWL Automatic Other 2. Windows DATE Sin le Hun Horizontal Slider Casement SANF R Double Hun Fixed LICENSE TO PROCEED WITH T IE WORK AND NOT A AwningASIDE L, ALTER OR SET Pass Through ODES, NOR SHALL ISSUANCE DF A PERMIT PREVENT Projected REQUIRINGHEREAFTER gRG Ip4PLANS, Mullions CONSTRUCTION OR VIOLATI DNS OF THIS CODE Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 2014 GEORGE BURTON CONSTRUCTION, INC. GEORGE BURTON L FL # FL14111-R3 .A Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Rut Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd.. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard YAM ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity „? Yes '»: No .J N/A http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwmSoKkbBHW NrlkFC9styFTKeKJTjalZpnw%3d%3d 1/2 4/18/2018 Florida Building Code Online Product Approval Method Method 1 Option A 0 Date Submitted 06/30/2017 Date Validated 06/30/2017 Date Pending FBC Approval Date Approved 07/05/2017 Summary of Products FL # .......... Model, Number or Name __-.-.- --.__ _ Description 14111.1 Finishield/Gladiator __.._ ._... .- ...... _�_____...._.._...._.._.____._....._.._.._-...........__.. 9'-2" x V-9", Glazed Steel Wood Edge Inswing Door with Sidelite Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL14111 R3 C CAC NI010117.01-R3.pd Quality Assurance Contract Expiration Date 08/31/2020 Design Pressure: +35/-35 Installation Instructions Other: FL14111 R3 II JW062010.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL14111 R3 AE PER3313.pdf Created by Independent Third Party: Yes 14111.2 Finishield/Gladiator 12'-5" x 6-10", Glazed Steel Wood Edge Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL14111 R3 C CAC NI011065 01-R1 NI011065-R2 pd Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: +35/-35 Installation Instructions Other: FL14111 R3 II 3W132012FL Rl.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL14111 R3 AE PER3315.pd Created by Independent Third Party: Yes 14111.3 Finishield/Gladiator 12'-5" x V-10", Opaque Steel Wood Edge Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14111 R3 C CAC NI011065.01-111 NI011065-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: +35/-35 Installation Instructions Other: FL14111 R3 II JW122012FL R1 pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL14111 R3 AE PER3316.pdf Created by Independent Third Party: Yes flack h{ext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cgpyright 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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 here . Product Approval Accepts: FOR eGhack IM http://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsKhgANvDgZwm5oKkbBHWNrlkFC9styFTKeKJTjalZpnw%3d%3d 2/2 INSTALLATION DETAILS FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE 2S GA. FULL LIFE NON -IMPACT UP TO 12'-0" X 6'-8" OUTSWING/INSWING GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.RC.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO ASTM E283-04, E330-02, E331-00 AND AAMA 1304-02. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER 3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELO-WEN DOCUMENT #J11106 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMENTSi INSTALLATION4NSTRUCTIONS 37 1/2' MAX. 149" MAX FRAME Z>FLORIDA APPROVED SHUTTERS FRAME TYP. D.L.O.74" MAX FRAME-1 ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, SHEET 1. 7. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP. EXAMPLE: 3/16'----I NON -IMPACT LITE SEE SHT. #, 37 112' MAX O.A. FRAME TYP. Mom= \ i mm� „ Z' T d ,o Z TYR O / O X r ` A"E FIXED I FULL LITE FULL LITE 3-0 X 6-8 ELEVATION SINGLE (X) & (0) SHT. # = O t r n v M 0 / \ o = K m-w O N g �z� F • Hwzd � ZO w ACTIVE INACTIVE i �,j ....-.. 6-0 X 6-8 ELEVATION DOUBLE(OX) 12-0 XB-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) SIZE QUALIFIES: FULL LITE ACTIVE PANELS WITH NON -IMPACT GLASS SIDELITE 5 MAX. PANEL WIDTH - 35 3/4" 6-8 TALL SYSTEMS: (XX ) (XXO) (OXXO) (X) (OX) (XO) (OXO) UTSWING POSITIVE + 35 NEGATIVE - 5 INSWING POSITIVE + 35 COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 tx WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR WI 1 1/4" MIN. EMBEDMENT - STEEL AS REQ. 6 #9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL JAS REQ. 8 #9 X 34 PHILLIPS FLATHEAD WOOD SCREW STEEL 122 OR 44 9 1" O.A. IG NON -IMPACT FRAME GLAZED BY ODL Polypropylen 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 1 11 KWIKSET DEADBOLT SERIES 660 STEEL 1 1 OVERHANG ICI LENGTH * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING I JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = u OH LENGTH - OH HEIGHT IS Z 1.0 i OVERW WG RATIO w � s w 0 O 0 175" MAX. FRAME i112 1/2' MAX FRAME—+( LA ACTIVE AFIXED 6-0 X 6� 1 ELEVATION DOUBLE(XO) 9-0 X 6-8 ELEVATION TRIPLE (OXO) E74' MAX. FRAME Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.11.24 13:55:55-05'00' DOUBLE (XX) �� if I,.._ 'e5F. .r 4$ ,. 00 00 mrnN� N LY e o CL u 0 Y k E o m R '^SaLL l7 Z Z � Cz a 0 W � Z 0 QOZ� z g3z� �o �o wm oom Wz w0=jio �a =0� tl1 J X H Z w Q o O C7 Z co LL co h ti J 'O !2 w G n Z = o � mm 2/20/2012 si a NONE G.LUBBEOCE oK �'S.SAFFELL JW 132012FL � 1 a 7 MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX APPLY DAP ALEX PLUS SILICONE 6- #8 X 2" OR EQUIV, BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 1 r- z /E r ti da a L r DETAIL A2 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT ODL LIP-LITE NON -IMPACT 3-0 X 6-8 SHOWN INTERIOR 1/8" SIDE _1.. T 1--i 1 3/4" 1" MAX 1 � 3/4" AIRSPACE 3/8" MIN. GLASS 13/8" BITE DETAIL B2 ODL NON -IMPACT GLAZING DETAIL MAX. D.L.O: 21"X 63" 1" MIN. 1" MIN. 4 1 1" MIN. l" MIN. — 4 Q 2 2 1 12' MIN. 1 12"MIN. EMB. 1 EMB. 1 -y— _^ 1/4' 114" MAX. 1/8" MAX SHIM SHIM SEE NOTE #7 INTERIOR EXTERIOR SEE NOTE #7 INTERIO EXTERIOR ON SHEET 1 ON SHEET 1 VG OPERATING UNIT OUTSWING FIXED UNIT AL CROSS SECTION VERTICAL CROSS SECTION HEADJAMB HEADJAMB 4 1 va• MOk SHIM SEE NOTE #7 ON SHEET 1 HINGE DETAIL* TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) 1 BOTTOM = B SCREWS (ITEM #8) l INTERIOR 4X FIXED UNIT EXTERIOR HORIZONTAL CROSS SECTION OUTSWING SHOWN [Z>1" f 4 1/4' MAX. 1 1/2" MIN. SHIM EMBED. OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION 1 1/2" MIN. EMBED. EXTERIOR 1"MIN 1* MIN INTERIOR OUTSWING OPERATING UNIT L VERTICAL CROSS SECTION ENDURA F084566A SILL 1 1/2" MIN EMBED. INTERIOR 1 1/2� EMBED. EXTERIOR SEE NOTE #7 ON SHEET 1 EXTERIOR —l" MIN 1" MIN OUTSWING FIXED UNIT VERTICAL CROSS SECTION SILICONE AT SILL 1" MIN 1" MIN OUTSWING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL AFCO A-117 SILL NOTES: EFOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR lX BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 4 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 1" MIN. Q ITEM #6, (#9 X 2 1/2") TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. ®AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. / 1" MIN. 1 12" MIN. EMBED. OUTSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION CONCRETE/ kl'MIN . 1'MIN. 1'MIN. 1"MIN. 1'MIN. 1"MIN. MASONRY SEE NOTE #7 1BY OTHERS TYP. ON SHEET 1 1 IN. N'1' MIN. 1'MIN. INTERIOR MIN. N. �� 1 1/4' 1 EMB. MIN. 1' MIN. MIN. 1' MIN. K$ INTERIOR EXTERIOR , . EMBED EXTERIOR EMBED $ 1 1/4" MIN. // $ EMBE/ S 3. / %%/ $ 3 2 2 CONCREf 3 CONCRETE/ ••�• MASONRY MASONRY L :' 1 1l4' MIN •• ' BY OTHERS �% %%%// BY OTHERS i ,) ~. ,.. EMBED • • _ .. •. - / 1 TYPICAL //% tl4' ///// /// / / // // 1" MIN r 1^MIN 1' MIN r 1" MIN ' 114" /% 114• /� �/ SHIM INTERIOR EXTERIOR MAX. EXTERIOR MAX. / OUTSWING OPERATING UNIT OUTSWING FIXED UNIT SHIM SHIM EXTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION SEE NOTE #7 ENDURA FOB4566A SILL SILICONE AT SILL SEE NOTE 97 OUTSWING OPERATING UNIT SEE NOTE #7 INIEPoOR ON SHEET i INTEROR ON SHEET 1 VERTICAL CROSS SECTION ON SHEEP 1 OUTSWING OPERATING UNIT OUTSWING FIXED UNIT OPTIONAL IX BUCK 1 114' MIN. VERTICAL CROSS SECTION VERTICAL CROSS SECTION EMBED. HEAD JAMB HEAD JAMB 1/4' MAX INTERIOR EXTERIOR SHIM EXTERIOR 1 1/4" MIN. HINGE DETAIL: EMBED TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) 1' MIN i . \ CENTER = 8 SCREWS (ITEM #8) _ CONCRETE/MASONRY • c� BY OTHERS 1' MIN BOTTOM = 8 SCREWS (ITEM #8) i' INTERIOR • \ 4X I q 1" MIN 1" IN N, 8 O N MIN. v( OUTSWING OPERATING UNIT 1' MIN. � A i✓ � m o VERTICAL CROSS SECTION !. • O m �n OPTIONAL AFCO A117 SILL 1' MIN43 y . SEE OTE#7 FIXED UNIT ON SHEET 1 I \ o HORIZONTAL CROSS SECTION !s ^ o m OUTSWING SHOWN 2 6 2X / .\ M •0 $ 2 / 1• MIN.\\� `SEE ITEM #7 R 4 a \� 1" MIN. ON SHEET 1 / 1 2 " •' 1/4" MAX. ZO SHIM O, 7 C Z U \ EXTERIOR 1 MI1 EMBED OUTS 1 i EMBED N W NG OPERATING UNIT HORIZONTAL CROSS SECTION 00 1"MIN. 0 d z •, OPTIONAL 1X BUCK H W f z O 1' MIN. ! \ 1' MIN. $ 2 EXTERIOR g p Z � Z •�. •3 1" MIN. O Z '^ 0 0 1 \ INTERIOR 1 1• MIN. I d .. ((99 F 00 0 3 1" MIN. �\ 0 - fio Z¢ Z /wO�To .�0 'I'MIN. ��\ �EE NOTE #7J %// FIMIN - a. ' . SEE NOTE #7 Z w1"MIN.ON SHEET 1 $ IN.ON SHEET 1 tl £ >(9 5 1/4' MAX I Ii.1' MIN. \�� RIiER10R _z I 1l4" MAX SHIM ---"'III 111"'--- 1 1l4' MIN. I III"'--- SHIM I 1 1l4' MIN. F, EMBED. F'—EMBED. \\ `�� E OUTSWING HINGE JAMB AT FRAME OUTS WING LATCH JAMB A7 FRAME �` �e.' "C} ••( �'Q i °"� 2/20/2012 HORIZONTAL CROSS SECTION ' • I� ••1' Q HORIZONTAL CROSS SECTION ' 1ISHIMX _' �' 7 / sraiE NONE NOTES: . _- OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY 4 * ' / - * G.LUBBECKE 1 1 12" MIN. $� ,J� S.SAFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. BY OTHERS EMBED J'^g E��f/ OPTIONAL MASONRY/CONCRETE INSTALL ; awmrww.: ITEM #6, (#9 X 2 1/2') TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE ,CLOSEST TO WEATHERSTRIP. CROSS SECTION OF HEAD JAMB OR SIDE JAMB 398 �•~ $9338 3DAT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. DA�iIQRq..�E J W 132012FL FBPE CE_ ..109g4 0. 29578 -- 4 - 7 1' MIN. 1- MIN Cl 4 1 1" MIN. 1" MIN. 4 1 1 1/2" MIN. 2 1 112" MIN. 2 EXTERIOR INTERIOR NTERIOR EMB. 1 EM6. , 1 1 4 4 lT_j"- Xz MAX. 1/4" . i4�� SHIM 1/8" MAX. 1 V2"MIN. 2 1 1/SHIM EMBED. E SEE NOTE #7 EXTERIOR INTERIOR SEE NOTE #7 EXTERIOR INTERIOR ON SHEET 1 ON SHEET 1 1' MIN I I I Y� 1" MIN -- 1- MIN -II 1" MIN INSWING OPERATING UNIT INSWING FIXED UNIT INSWING OPERATING UNIT INSWING OPERATING UNIT -VERTICAL CROSS SECTION VERTICAL CROSS SECTION VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMIS ENDURA HF14565 SILL EXTERIOR INTERIOR ENDURA ZAIL4565 2 1 4 1 1 4 4 1 17 MIN. EMBED. 1/4" MAX SNIM SEE NOTE #7 HINGE DETAIL: 1' MIN �/� ON SHEET 1 TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS ITEM #8) 1 112"MIN. EMBED. Z BOTTOM = 8 SCREWS (ITEM #8) Q ' EXTERIOR 0 1' MIN m HORIZC P�1' MIN. 1 1" MIN. L I 'A"MAX 1 112" MIN. SHIM EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION 1" MIN Y'-- INSWING OPERATING UNIT VERTICAL CROSS SECTION AFCO A-276 SILL EXTERIOR INTERIOR 1 1/2MIN. EMBED. t� 1" MIN 1" MIN - N.Q INSWING FIXED UNIT VERTICAL CROSS SECTION NOTES: ENDURA ZAIL4565 WITH Z-60 SEAT FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 6 ` x%l F. OPTIONALLY, ANCHOR CAN BE PLACED IN ••• . . NARROW SECTION OF HEAD OR JAMB AS \ LONG AS MINIMUM EMBEDMENT AND EDGE �•J •. DISTANCE ARE ACHIEVED. %% STALLED IN TOP HINGE AT JBE JOB SITE,ORr�x• INSWING HINGE JAMB AT FRAME CLOSEST TO WEATHERSTRIP. 398 PPORTE� ('1'.fG HORIZONTAL CROSS SECTION ® AT SILL, PLACE ANCHOR IN SILL DA ` �p#r BASE MATERIAL FOR MAXIMUM SU. FB IE CERT.'ml4Lm CONCRETE/MASONRY - 1' MIN. 1' MIN. OTHERS BY OTHERS 1' MIN. 1' MIN. 1' MIN. 1' MIN CONCRETE/MASONRY 1 1/4• 1' MIN. I. MIN. BY OTHERS MIN. - 1' MIN. ID 1 1/4' EXTERIOR INTEPoOR DCTEPoOR "rEmoR EMS. MIN. 1' MIN. `I NdN. 1' MM. $ 5 3 $ 3 EMBED EMBED `J $ 1 V4'MIN. 1 1/4• MIN. .. - EMBED////jj/%/%/ EMBED i'r�'.iv --` •• 2 : .:• c- CONCR MASONRY BY OTHERS1 i •-. •' ` 114. T I I MAX INTERIDR%% SHIM D: ERIR %� /.% 1'MIN 1' MIN 1MIN �'1I 114• �� MAX INSWING OPERATING UNIT INSWING OPERATING UNIT MAX INTERIOR SHIM VERTICAL CROSS SECTION VERTICAL CROSS SECTION SEE NOTE #7 SHIM EXTER SEE NOTE#7 EXTEPoOR ON SHEET 1 INTEROR ENDURA HF14565 SILL AFCO A-276 SILL ON SHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION SEE NOTE #7 INSWING OP RATING UNIT INSWING FIXED UNIT 0 OPTIONAL 1X BUCK ON SHEET 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB 1 2 1/4' MIN. 1 EXTERIOR EMBED. INTERIOR $ 3 EXTERIOR INTERIOR I 114' MAX. 7 1/4' MIN. 1 1/4' MIN. SHIM IN�� EMBED EMBED . 1'MIN HINGE DETAIL• • • • I'MIN. TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) ' " "'• ` ' ' ' •' '' ' ` .• 4 `. CENTER = 8 SCREWS (ITEM #8) 1• MIN �-- 1' MIN w M is . EXTERIOR BOTTOM = 8 SCREWS (ITEM #8) 1"MIN I'MIN �� / INSWING OPERATING UNIT INSWING FIXED UNIT O m m $ X 8 \\� 1' MIN. 8 VERTICAL CROSS SECTION ENDURA ZAIL4565 VERTICAL CROSS SECTION ENDURA ZAIL4565 WITH Z-60 SEAT O s m d 0 0� 1' MIN \ X SE OTE#7 FIXED UNIT ON SHEET 1 ' CONCRETE/MASONRY BY OTHERS p ^ y HORIZONTAL CROSS SECTION INTERIOR E s LL $ INSWING SHOWN 2 / \ / ` Q1 Q2 7 1• MIN: $ . 0 1•MIN I WrERIDR 4S2 EXTERIOR W N 0 vwi T MIN. 1 1/4• MIN. 1' MIN.\ Z z tu O �D MIN. `SEE ITEM #7 < OLLI ' MIN. }. % % .! 1' MIN. EMBED 'II� 1' MIN. I � ON SHEET 1 114' MAX � 0 O ZO � J 3— z � Z = OV 1 FXTEPoO ' ' SHIM I $ 2 1 FYI�RIM 0 W -:j p Z 1' IN. V EMBED W O •D 1' MIN. 1. MIN MIN. INSWING OPERATING UNIT -� 0 x J yt EE NOTE #7 /� 1' MIN. 1"MIN. X, �. HORIZONTAL CROSS SECTION Z Q �' w 1' MIN. ON SHEET 1 5 OPTIONAL 1X BUCK W LL F v' to N > .Z.. w 114' MAX 5 tea. \ SEE NOTE #7 O IN(, Z 1 1/4' MIN. 1/4' MAX SHIM SHIM J 1 1/4• MIN. \ ON SHEET 1 `� /// rr O o EMBED. 1 EMBED. 1' MIN. .. INTERIDR N__ pES F. O /.1 `�� _ >E n INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION 1'��` \ 4�/ �! rbre ••1..p0 2/2D/2012 HORIZONTAL CROSS SECTION -� .;' �.Y �r • •�. —NONE NOTES: t/a• MAX ` * * rmv er: GLU OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM D SHIM gg .BBECKE EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CRETE/MASONRV CON 1 t2' MIN. y��{.�T��gp ?3 o�c. S.SAFFELL BY OTHERS EMBED 2 ITEM #6, (#9 X 2 1/2•) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398b Y '338 JW 132012FL 3 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD JAMB OR SIDE JAMB DAfV119 8� 4 FBPE CERY/dHIA1JTFF. FFIIIO. 29578 NOTE SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED a z C7 149" MAX. O.A. FRAME F � z 1 \ 3' TYP. 17 17 �� 3" TYP. 1 o - z 0 I y I I I 0 ? P7 B wW I I � LL G — — o.0 co D7 I I D7 -Y TYP. 12-0 X 6-8 OUTSWING/INSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 12 1/2" MAX FRAME d 3'TYP.� CIF- 2 a: J I 1 1 r 0 w w LL LLu- Z �m O W W a i vO 74" MAX. O.A. FRAME l ' 3" TYP. .1... 3" TYP 1 C7I C7 I I i B I�1 X I X F--- D7 I I D7 37 112" MAX. O.A. FRAME a a If3"TYP. ci O � 1 — X 6-0 X 6-8 OUTSWING/INSWING 3-0 X 6-8 OUTSWIN( (30) ANCHOR LOCATIONS (18) ANCHOR LO( (FROM EDGE OF FRAME) (FROM EDGE OF s• TYP. 3" TYP. 75" MAX FRAME a 1 "TYP. 3" TYP. Y 3' TYP.---j ~ _L w 0 o e e Vl f ^ O v110 A K ; Z I I 0 Z 0 o A7 LLI LLJ 4 5 Q PANEL cENTftR 4 5 T DETAIL A7 LL LL (6) ANCHOR LOCATIONS AT MULL 22 I O 1 a 6• TYP. 6" TYP. ao M I 3• TYP. om 3" TY 1 IF 6-0 X 6-8 OUTSWING/INSWING (26) ANCHOR LOCATIONS a-u A o-o UU 1 avvuVunrvwruvU (FROM EDGE OF FRAM (34) ANCHOR LOCATIONS �� S F X It X (FROM EDGE OF FRAME) `�` e�.• •y0 F �� 2- #8 X 3" PFH SCREW - 7 f 1- BOTTOM ASTRAGAL STRIKE PLUG 13 Ed 1- TOP ASTRAGAL s} tI y3 DETAIL 67 STRIKE PLATE 1- BOTTOM SHOOT 398 E $1y►('4Y `Tk338 (10) ANCHOR LOCATIONS DETAIL C7—C7 DETAIL D7—D7 BOLT INSERT PLUG DETAIL D7—D7 DAIGIq AT ASTRAGAL OUTSWING OR INSWING OUTSVANG ONLY INSWING ONLY F IPE CER !0964WW 0.29578 :ATIONS FRAME) m $ m e N N � o m p IL v1 � m E x rf Y a LL owe e : G. LUBBECKE S.SAFFELL ]W 132012FL — 7 � 7 n NEMO I Etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610)651-5847 Evaluation Report 3532.09.05-1114 FL5444-R13 Date of Issuance: 09/22/2005 Revision 14: 01/24/2018 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 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOIetc. 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 "NEMOletc. 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 13. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 01/24/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. 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. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEW Ietc. 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. ONEMO I etc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition (2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 ULLLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate of Authorization #32455 67H EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 2 of 13 ONEMOletc. 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 CT20', XTI 25, XTI 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Arcadia'"", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark'"' IR, LandmarkTM' Pro, Landmark'" Premium, Landmark"'" TL, Landmark' Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.1.4 Presidential ShakeTM, Presidential Shake' IR, Presidential Shake TLm and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.1.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.6 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. 4.2 Hip & Ridge Shingles: 4.2.1 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. 4.3 Accessory Starter Strips: 4.3.1 SwiftStart® Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle. 4.4 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 NEMOJetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. S.4 Wind Classification: S.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 Vasd = 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 Vasd = 150 mph (V,,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Sw)ftStart® Starter Shingle has been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorizotion #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 3 of 13 ONEMO I etc. 5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solarism) exceeds the calculated uplift force (FT) at a maximum design wind speed of VaSd = 150 mph (Vast = 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 FAC Rule 611320-3. 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 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. Fastening: Use four nails, located as shown below 38-3/4" (984 mm) Max 3' (76 mm) t �— 1" (25 mm) from edge 1" (25 mm) from edge —► • • The inner two fasteners must be placed such that they fall at least 3" (76 mm) from the end joints of the shingle in the succeeding course. t 7-5/8' 94 mm) NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 4 of 13 6.5.1 6.5.1.1 ENGLISH 12" 12'' 12" -+—(305 mm) (305 mm)—• (305 mm)---• 1" (25 mm) Sealant lant 1 '(25 mm) •� 5 5/8" (145 mm) 1 5 i,�2''fit Norwood Plant T METRIC I. 131/s" 131/a" 131/e" .j �-1"(25 mm) — Sealant 1" (25 mm)-�{ fi 1/e" L—A T Figure 11-3: Usefournailsforeeeryfullsbingle. ONEMO I Etc. STEEP SLOPE Use four nafls and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. Io Roofing Cement Apply 1" (25 mm) spots of asphalt roofing cement under each tab corner. Figure]]-4: Usejournails and six spots ofaspbaltomentonsleep slopes. *CAUTION- Excessive use of roofing cement can cause shingles to blister, Hip & Ridge for CT201m, XlT 25, XTT" 30, XTT" 30 IR: Cut Shingles (251rr) �+ I 1+2" (50 mm} rRemove, r �i —— )+ — )i _ —— _ )12 V f 1; 12" Cap Cap Cap 305 mm) Shingle Shingle Shingle 1 Figure 11-24: Cut tabs, then trim back to snake cap shingles (Englisb dimensions shown). — )2"(305mm) (125 mm) own �`1�5mmlcN rHoodP�a�� 5' I2 io Figure 11-25: Installation of caps along the hips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown below. Nair Line Nail Nail Line 1' (25 mm) 1' (25 mm) —+. Figure 2: Use six nails for every full shingle. STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every hull shingle as shown below. Apply asphalt roofing cement 1"(25 mni) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type U is suggested. �--1' (25 nan) 1' (25 MM) Lit L Figure 3: Use six nails and four spots of asphalt roofing cement on steep slopes. NEMO ETC, LLC Evaluation Report 3S32.09.05-R34 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 5 of 13 *I NEMO I etc. 6.6.1 Hip & Ridee for Arcadia'": Cedar Crest', Cedar Crest'" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum %-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® NP1111" 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. NEMO ETC, LLC Certificate of Authorization #32455 Y� `,Zgmm Low and Standard Slope (2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. o Mdaimwd "aib d mjuira Hand -sealing adhesive 4" 114" ....... L-2 1" Dab of asphalt cement between 1„ shingle layers 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. OVA r (zs Evaluation Report 3532.09.05-1114 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 6 of 13 NNEMO I etc. 6.7.1 Hip & Ridge for Belmont® or Belmont® IR: 6.7.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.7.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18.' Sbanglel Ridge. • Remove tape 18 Exposure from the right side 1' ; 8• and fasten 411 'j SECOND Fasten the I left side 85/8. RIGHT FIRST LEFT Figure 17-19: Installation of SbangleO Ridge shingles on bips and ridges. 6.7.1.3 For ASTM 133161, Class F performance use BASF "Sonolastice NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. • c e e e• c LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shangle. 1" 1" �(25 mm) . "i (25 mm) Sl8" 8 5l8" (16 m n) (220LL— A mm) Figure 17-4. U,re fire nark for every full Grand Alanor Sbangle, Carriage (louse Shangle. or Centennial.Slale. Use seven nails and three spots of asphalt roofing cement for every hill Grand Manor Shangle. (Ise five nails and three spots of asphalt roofing cement for every hill Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement i" (25 nun) from edge of shingle (F(ure 17-5). Asphalt roofing cement meeting ASTM 114586 Type If is suggested. I " +(251mm T- 5/8" � (16 mm))i I (251mm)r (38 mm) or less +1., (25 rmm) Figure 17-5. Wben installing Grand Manor S'bangles on sleep slopes, use seven grails and tbree spols of aspbalt roofing cement. 6.8.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Certificate of Authorization #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 7 of 13 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1-005 mm)-- -(375 mm)-►—(305 mm)--� Release Tape 1" (25 mm)-" f 11/2" Nailabie� . Area STEEP SLOPE LANDMARK TL NorthGate: ONEMO I etc. 131/2" 13" 131/2" J--(343 mm)-►---(330 mm)-► (343 mm)-►l --1" (25 mm) 1" (25 mm)--I -- Frgure 13-4: Use four nails for every fidi sbigte. WIDE NAILING it 143f4' 12' AREA 1, (3D5 mm) (375 mm) —► . (305 mm) - 1 1 NaMN Limits -- -+-- T (25 mm) Upper nal tree P (25 Lower nail ine NaSati areas for low and standard slopes (from 2:12 to 21:12) Nal between upper d lower lees as shown above. Use six nails and four• spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D4586 Tjpe II. Apply r spots of asphalt roofing cement uncle each corner and at About 12" to 13" in from each edge. METRIC DIMENSIONS - 12"---143/4" 12"— (305 mm) (375 mm) (305 mm) -• ;--1"(25mm) Release Tape 1"(25mm) -►I Nail Area - For Steep i"yi 1+- V (25mm) ---- (25mm; Roolino Cement LANDMARK TL -131/2 " 13' 13 12'' (343 mm) 1 (330 mm) (343 mm) 1+1"(25 mm) 1 1 1 "(25 mm)--I 1 -►1 I+ (25mm) I---- Cement Figure 13-5: Use six nails and four spots of aspbalt roofing cement on steep slopes. F1„ (25 mm) NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 8 of 13 NNEMO I eti NorthGate: STEEP 12" 14-314" 12" SLOPE 1 --(305 mm)— — (375 mm}--- —(305 mm}- NAILING AREA i mm) Nailingg lmits betweeh 1"(25 mm), { -.-1'(25 rer net rues . r " t t - - 0o ng Cement Mailing areas for steep slopes (greater than 21.12) and "StomrNalling" Nail between lower 2 nail lines as shown above. 6.9.1 Hip & Ridge for Landmark T"", Landmark'"" IR, LandmarkT"° Pro, Landmark TM Premium, Landmark'"" TL, LandmarkTm Solaris LandmarkTM Solaris IR NorthGate: 6.9.1.1 Option 1: Shadow Ridge TM or NothGate Accessory 12" (305mm) 6" 6" (150mm) (150mm) Notch for Centering 12" (305mm) Notches for Align memto the Top Edge of the Previous Cap for 5" (125mm) Exposure English Dimension Shadow Ridge' 9 27W (250mm) 415MW (t25 mm) 7' centering Notch 33 tl4' (337'mm) \ Align these ,/r notches to top 7 511r edge 4f J(194 mot) previous COUre NorthGate Ridge NEW ETC, LLC Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 s7is° (250mm) 415/16" 415/16' (125mm) (125mm) f Notch for Centering 131/4" 37mm} Notches forAlignment to the Top Edge the Previous 7 5 of (196mm) L Capfor55/8"(141mm)Exposure A Metric Dimension Shadow RidgeT" 13 1/8" --(333 mm) .4-6 5/8`-►��--6 5/8--► _ (168 mm) (168 mm) 1 Ce nt ering 131/4" ! Notch (337 mm) `AIIgn these notches to top 7 5/ edge of (Mm) previous course. NorthGate Accessory Evaluation Report 3532.09.05-1114 FL5444-R13 Revision 14: 01/24/2018 Page 9 of 13 ONEMO I etc. (305mm1 lr /Laying Notch � I I I Figure 13-20: Use laying notches to center shingles on hips and ridges, and to locate the correct exposure: 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP3'""" adhesive or Henkel "PL® 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. LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing i= 40" Guide Lines (1016 mm) 5114 �— (133 mm) • •0 • 141/4" L--11/2' 3Bmm) (362mm} NOTE: Apply nails on painted guideline. Figure 16-6.• Fastening Presidential and Presidentia6 TL Shake shingles on low and standard slopes. STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1" above tab cutouts making certain tabs of overlying shingle cover nails. 1 l' diameter asphalt rooting cement Figure 16-7. Fastening Presidential and Presidential M Shake shingles on steep slopes. 6.10.1 Hip & Ridge for Presidential Shake'"", Presidential Shake'" IR, Presidential Shake TLI, Presidential Solaris'"": 6.10.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12 x 12";Portland, OR produces 97/8 x 131/4" accessory. 6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 " adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Certificate of Authorization t132455 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 10 of 13 OMEMO I etc. 6.10.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crestym IR hip and ridge shingles. For steep slopes, use fide nails and eight spots of asphalt roofing Figure 15-3: Fosteniug llalleras Sbiugies on cement for each full liatlernt shingle as shown above. Apply I - Low and Slaudard.Vopes (25moU diameter spots of roofing cement (A M D 4586'I\•pe it For low and simidard slopes, use five nails for each frill suggested) under each tab corner. Press shingle into place; do not Hatteras shingle as shown above. expose cement. CAUTION: Too much roofing cement can cause shingles to blister. 6.11.1 Hip & Ridf;e for Hatteras'm: 6.11.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three-piece units separate to make 54 Hatteras Accessory sbingles. 6.11.1.2 Option 2: Cut Hatteras Shingles �01, (230 tnm) I I I slier I g' 18" (460 (ttril)_,- -� ------i----I--- 18 ) (203mm) S�ae2 m� -- ------ -- 460mm Cap Cap Cap Cap � Shingle Shingle Shingle Shingle �2� m�\ Figure 15-20: Cutliatteras shingles to make cover cap. Figure 15-21: Installation of caps along hips and ridges 6.11.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113 CertafnTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 11 of 13 ONEMO ! etc. LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt roofing cement' for each a30r q PO) Iz:o ) z omm I full Highland State shingle. For Miami -Dade, SIX nails are required. Apply T' diameter spots of asphalt roofing cement under each tab psUn�,) its mm)—�i corner. Asphalt roofing cement meeting ASTM D4586 Type IT Is suggested. saga' Miami -Dade requires SIX nags (No nails 1' (25 mm) installed over center aAoul as shown). —T MiamfDede requires SIX nails (two nails installed over center WIoul as shownl Figure 11.3: Use FIVE nails for every I igbtand State sbingle. Figure 11-3A: Use FIVE nails and eigbi spots ofaspbalt roofing cernent under eacb tab comer. 'CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.12.1 Hip & Ridge for Highland Slate', Highland Slate'' IR: Refer to instructions herein for Cedar CreStTM, Cedar Crest'" IR or Shangle Ridge'"' hip and ridge shingles. LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle located is shown below. Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting ASI'M D4586 lype 11 is suggested. Apply 1'(25 nuu) slots of asphalt roofing Sealant cement as shown. _} _ ! _ — }_ CAUTION: lscessive use of roofing cement can reuse shingles to blister. 6-1/8' '+i'25 mm) ( I I , rzs r= (156 mm) 13.18' ► 13.1/3' 1340 ►I (Mr1r,:) (333ain) (333mn) 1.------------- 6-vi �--r 15-1 I, in (156mo) i TT_ _ 'Rooting Cement^ lam- 12-116' --1-- 13-U6' —+ 12.1/5 --I (308=) (333n") (,Mmn) 6.13.1 Hip & Ridge for PatriotTM': 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 / 11905.2.6.1. NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certificate of Authorizotion #32455 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 12 of 13 ONEMO I etc. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate of Authorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 13 of 13