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DATE. �a PER.iITi'P NT.IMBER: I PLANNING & DEVELOPMENT SERVICES DEPARTMENT BULLDI'NG & CODE REGULATIONS DI V.ISION 2300 Virginia Avenue ` Cl/V Fort Pierce, FL 34982 e �D (772) 462-1553 t! Cie CCU APPLICATION TOR RkPLACEMENT OF ntv WINDOWS, SKYLIGHTS, DOORS & 0'4'ERF3EAD GARAGE DOORS 1. LOCATION/SITE, ADDRESS: 7806 Hibiscus Rd, Fort Pierce, FL 34951 — 2. PARCEL 1D NUMBER: 1301-605-0210-000-9 _ _ _- 3. DESCRrPTION OF PROJI,:CT OR WORK ACTWITY: Install 12 Windows and 2 Doors 4. TYPE OF STRUCTURE- Sb'R MOBILE HOME OTHER S. OW-NERS 1NFORNMATION Name: Martha Kerr Address: City: Zip: Phone. State: 6. CONTRACTOR'S INFORA•IATIONN FL ReglCert #• SCC131.150472 County Cerl 4: Business Name: Paradise Exteriors, LLC Phone Number:561-732-0300 Windows, Swing Doors, Skylights, fixed Glass Opeiuug Design Pressure A.S.C,L - 7 Desigu Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mpl�30 mph 1140 i<nph Windows & Skylights _ ' Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) �JB- Sine C- Size 7. VALUE OF CONSTRUCTION: $ 28254.00 FEES DUE: RECEIPT: a4'VNFR'S AFFIDAVIT: I certify that all of the informa[iun contained in this application is correct and that all worl: ti;rill be done in compliance with all applicable laws regulating construction and zoning. PRINT QLTAi_[FIFMION NERSNAME SIGN 1Tli F QUALIFI R10WNER STATE OF FLORIDA, COUNTY OF -ST L Itc I C ACKNOW1-FDGEDBEFOMEWETHIS Ty�UAYO L�j ,?0 BY/T%7� /�fi1�t �b'Fl sPFRS01vALLYICN f0h1EOltWHG HAS PROIni1CF..D AS IDENTIFICATfQIN. // y hA'1 b TYPE OM PRTNTNANIE OF NOTARY % PC" Notary Public state of Florida o Howell TITLE: NOTARY PURI.J ., COMMISSION NUMBER � � R JAAva Comm ssion EE1326fi1 Expires 0912212015 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CCt•1hT'NCEMENT MAY E? i�'1�� JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3982503 OR BOC 559 PAGE 2416, Recorded 08/06/2014-_,�)1:06 PM AFTER RECORDING -RETURN TO: ?kR%1IT NLMrxIL• Thi. Spsoe Is reserved for recording Info J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real properly, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 1301-605-0210-000-9 SUBDMSION BLOCK TRACT LOT BLDG UNIT LAKEWOOD PARK -UNIT 5- BLK 48 LOT10 (MAP 13/02S) (OR 3428-1851) 2. GENERAL DESCRIPTION OF IMPROVEMENT: Install 12 Windows and 2 Doors 3.OWNER INFORMATION: a. Name Martha Kerr b.Addresv_„ 7806 Hibiscus Rd Fort Pierce FL 34951 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Paradise F.xterinrs_ T,T.0 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1xa) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1 xb), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date ot'notice of commencement (the expiration date is I year from the date oftecording unless a diflerent date is specified) . 20_. Signature or Owner or Owner's Authorized OHiecr/Director/Portner/Munager State of Florida county of St. Lucie Print Name and Provide Signatory's Title/Office The foregoia instrununt was ac}mowledged before me this Dy day oC t n 20�. liy a � /CCA,-- as (Printed name of person signing above) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: Notary Public Saito Of Flodds �Tnt�tt+ P James Howell (Printed Name of Notary Public) Ignnture of Notary Public My Commission EEt526a1 • or ro Exp105091221 res 09122/2ai3 Under penalties of perjury, I declare that I have read the foregoing and that the facts in e e o c t of my owiedge and belief (section 92.525, Florida Slalutes) Signature(,) of Owner(s) or Owner(s)' Authorized Otneer/Director/Partner/Mikna�ger who signed above: R... eRna,00rrn".d.al (Signs ) STATE Of FLORIDA (Printed Name) i t -ST. LUf.lF COU."Jy .I A lii 10 Y. Dat_. �ara ise E X T E R l O R 5 IMPACT WINDOWS AND DOORS 2118 Corporate Drive, Boynton Beach, FL 33426 Office W6i 732-0300 Fax'1-866-721-5332 State Speciality License # S001.31150472 To' l Due: Strong. I RDL, 1-4-I lot SCA , Y 4 _ . Email: ci y Pb i �� -es� e:.,� ?gip coda:. 3 �! LA Pn«�a: i - ,act- 2,3 ,lq Paradise Exteriors agrees to mats re. fiunis3 and instal' the following prodners for the amount stipulated blow. All work to be completed in wotkmaa?3ke manna according to Florida code and standrd pracricm Paradise exteriors will haul away all job related debris. Paradise Exteriors in not respoasiblefor removing orrc&-:rg any futaishings, or hat &gs on interior or =odor walls. One year borwe free service on wont porformcd. All m=utxnu:=r watrardcs provided at.completion. HOA Approval Needed: Yc, No Was your dome built before 197S? o No Quantity . $ is %cation Size Color =PATTERN: O COLONIAL. O DIAMODID Options 3 �>� i 1171, , 3 13 X S� -Irl �` ! �,� O DOUBLEI3WG C! SINGLEHUNG Twin DOUR[ E HUNG (mulled unit) ted 0. le *DOUBLE HUNG pickle center window mu Y,3 t,.:. PART SLIDi7t 0- D)n ble 2 PART JLIDcR (hfull FXLodu hP TSLIDEtpic:aecstawiadow xC) (� L�`iS3S 3J1 X 5' G PICTURE 0 rft ROUND O Trapezoid a Shape 0Round J _ ,+ (p p � G!11Z j'ri flr Door r / r� �jr o Y.L4 ` 'S _ ""�C aPSWENMDOUBLE CTASEMENT (mulled unit, - Q DOUBLE CASEMENT wil picas a center window main it) . t f j� 'T"" � p �► b X 4212 � Door O French Door 0 Sidelights .xox80 0 32ti.4C C 6 Ft O S F[ O IOF: e712 Fe Other. /( 0Y t Cep � h e j q :0��� y $ SLID 10 PATIO R 0 6 FOOT FOOT G 10 FOOT ❑ 12 FOOT ❑OTHER O LTIE OB 1lE OOTEM as wa i'vIPACTGLASS vritvtw� - DALy�1Uhl IKUSTOM WII.zows > ii1TE ON -IIvIPACI GLASS H'rvYi. ❑Otber OBEtGE W GO" su O� { TOTAL NUMBER OFWINDOWSONTHISORDER tl ST1.XE_7.LJM . XCOLOR W TOTAL NUMBER OF DOORS ON TIRS ORDZU M _ STYL—�— ��� COLOR 1/J fry NOTES . BUYER'S RIGHT TO CANCEL BUYER MAY CANCELTHIS CONTRACT SY DELIVERING VMrTTEN TOTAL SALE PRICE 1� �g1 1a NOTICE TO THE SELLER ANYTIME PRIOR TO MIDNIGHT OFTHE LEsSOOw PAYMENT s THIRD BUSINESS OAYAFTER THE DATE OFTHIS TRA.vSACT ION. BUYER MAY USE THIS CONTRACT AS THAT NOTICE BYWRITING'I _ pAYlritTA7hOMME�CEA7EAi HEREBY CANCEL' ATTHE BOTTOM AND ADDING BUYER'S NAIVE AND ADDRESS. THE NOTICE MUST BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWNABOVE. R..NALBALANCE I iD»in fu9lhrYq lee7:eMipRGfl OOpj!STllov/le�oicscrspio•onaiVnf prmors,) All rr.WBdal Is Guaranteed to be as specified. All work is to be completed in a vmrkmarliko manner according, to Standard pracUces. This coutraer is valid only vritl proper signatures. Pirad'so Exteriors shall riot be held responsible for limo and matorial delays, szkos, aces of God or any othor matters beyond its eon: ol. Owrx ag= that the equity in this ropey a security for this contract. Since this contract calls for vzdc to order u=k,(s, from above date. Verbal pmr iscs can cause trs-indersandia t goods: it is not subject to CvrnLiatioa except is steed above. Stu imtalladon � a?proximuGcly r`� C therefore this contract enasdattas the entire nadcrsyudiag of th parties. and no other aadastanar, collax al, verbal or otlterrwise. shall be bind. un:ess sighed by loth parties. Paradise Ex crion is to remove and had away an job relate deb6s. All safes sad discounts a]]or_d. All d=zw ineloded above. Thank you for your orderill I z/ Zvi, x x -t SIGNATURE ' BU17ER SIGNATURE DATE x REPRESENTATIVE SIGNATURE DATE Om en Size ? 1. , FL15210.1 38 x 80 - (French Door) 2: FL7067.3 . "73 x 49 _ H (orizontal Slider).. ' 3. FL70673 35 x 36 (Horizontal Shde) " 4. FL7067.3 35 x 36 (Horizontal Slider) ' 5 FL70673 , 36 x 37 (horizontal Slider] 6. FL1Ill 03 2 96 z,81 (SGD) 7., FL7067:2 110 x'49 . (Shde Pic Slide) . 8: FL7067.2 110 x 49 (Slide Pic Shde) 9,.FL7067..3 36�x24 (Horizontal Slider). 10.` FL6890.1 36 x 37 (Casement) 11: FL7067.;3 36 x 36 " (Horizontal Slider) , 12. FL7067.3 . . 36 x 37 Tm (Horizontal Slider) 13. 11-7067.3 73 x 49 (Horizontal Slider)` " 14 FL7067,.3 73 x 49 (Horizontal Slider):` AID 7 (A O � h ?. Q 5r a a E m Q �., 0 U O N In c coO NOT TO SCALE \TE: Jul 24, 2014 LGE DESC."GN: Site Plan IGE: OF 1 1 "Building Our Quality Reputation One Customer At A Time SCC131150472 Property Information Building Information Owner: Martha Kerr Wind Zone: 170 MPH. Address: 7806 Hibiscus Rd Exposure Category: C Fort Pierce, FL 34951 Minimum Building Dimension: 28 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Number Location Zone Device Width (in) Device Height (in) IFElevation Device (ft) Max Positive Pressure (psf) 11 Max Negative Pressure (pso 1 Int 38 80 7 36.0 -39.2 2 Int 73 49 7 35.6 -38.8 3 Int 35 36 7 37.8 -41.0 4 Int 35 36 7 37.8 -41.0 5 Int 36 37 7 37.8 -41.0 6 Int 96 81 7 33.7 -36.9 7 End 110 49 7 34.6 -44.1 8 End 110 49 7 34.6 -44.1 9 Int 36 24 7 37.8 -41.0 10 Int 36 37 7 37.8 -41.0 11 Int 36 36 7 37.8 -41.0 12 Int 36 37 7 37.8 -41.0 13 Int 73 49 7 35.6 -38.8 14 Int 73 49 7 35.6 -38.8 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. Florida Building Code 2010 ed. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone - 10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zane or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N + PSF () (-) PSF + () PSF (-) PSF MULLION REQ Y/N/NA 1 Int Door Solid FL15210.1 75 75 36.0 -39.2 37.5x11 38x80 No No 2 Int Window 7/8" Lami IG FL7067.3 60 60 35.6 1 -38.8 73x62 73x49 No No 3 Int Window 7/8"LamilG FL7067.3 60 60 37.8 -41.0 73x62 35x36 No No 4 Int Window 7/8"LamilG FL7067.3 60 60 37.8 -41.0 73x62 35x36 No No 5 Int Window 7/8"LamilG FL7067.3 60 60 37.8 -41.0 73x62 36x37 No No 6 Int Door I" Lami IG FL 11103.2 60 60 33.7 -36.9 190 x 95.5 96x81 No No 7 End Window 7/8" Lami IG FL7067.2 60 60 34.6 -44.1 111x63 1 l Ox49 No No 8 End Window 7/8"Lami lG FL7067.2 60 60 34.6 -44.1 111x63 110x49 No No 9 Int Window 7/8" L mi IG FL7067.3 60 60 37.8 -41.0 73x62 36x24 No No 10 Int Window 7/8"LamilG FL6890.1 67.5 67.5 37.8 -41.0 37x72 3607 No No 11 Int Window 7/8"Lami lG FL7067.3 60 60 37.8 -41.0 73x62 36x36 No No 12 Int Window 7/8" Lami IG FL7067.3 60 60 37.8 -41.0 73x62 36x37 No No 13 Int Window 7/8" Lami IG FL7067.3 60 60 35.6 -38.8 73x62 73x49 No No 14 Int Window 7/8"1amilG FL7067.3 60 60 35.6 -38.8 73x62 73x49 No No P 9/8/13 Florida Building Code Online B u s i n e s (P}rofessig(`( nal f1L CUlation . „'B�iCYYe BCIS Home 3 Log In User Registration Hot Topics Submit Surcharge Stats & Facts ; Publications 3 FBC Staff BCIS Site Map 1 Links Search Product Approval ` USER: Public User Product Approval Menu > Product or ADDlication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Detail FL15210-R3 Editorial Change 2010 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright— rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Eva ua on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l..' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2014 Ryan J. IQng, P.E. [- Validation Checklist - Hardcopy Received FL15210 R3 COI Certificate Of Independence.odf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI 1471n AR r—l" of CTAhIr1AAr1C —If https://wAw.floridabuilding.org/pr/pr_app_dtl.a!,--'-' 'Iram=wGEVXQwtDgv3y\NKJZ1QRCFPquBgbCgpBdC7,1-'^?F,AX4Hp/o2b5dPp/D2bZ\(2Qp/D3dp/p3d 1/4 918/13 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/02/2013 Date Validated 05/02/2013 Date Pending FBC Approval 05/07/2013 Date Approved 06/11/2013 $,LirrLWapl o1_products C FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X Grain/Rustic/Mahogany Series O - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II INST 15210.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1S210.1 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites Grain/Rustic/Mahogany Series 0 - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 1 6-8 'Impact" Glazed Fiberglass Double Door with or without https://www.floridabuilding.org/pr/pr app dtl.asn)o-naram=wGEVXQwtDq\/3yWKJZ1QRCFPqu8gbCgpBdCz°,-0710AX4H%2b5dP%2bZ\2Q%3d%3d 2/4 9/8/13 Florida Building Code Online Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Inpact" Glazed Fiberglass Single Door with Sidelite or Sidelites Grain/Rustic/Mahogany Series 0 - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.8.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210 R3 AE Eva[ 15210.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 1. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II INST 15210.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes https://wmw.floridabuilding.org/pr/pr app dtl.asps—lam=wGEVXQwtDq\ay\/VKJZ1QRCFPqu8gbCgpBdCziuo7RAX4H%2b5dP%2bZ\2Q%3d°/a3d 3/4 9/8/13 Florida Building Code Online particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Grain/Rustic/Mahogany Series O Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II INST 15210.13.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Grain/Rustic/Mahogany Series 0 Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schrridt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.14.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ilagk Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 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 dick here . Product Approval Accepts: sCtcc securitvm r:wit Tc.s "am �Wi https://wm.floridabuilding.org/pr/pr app d.aspy?^2rsni=wGEVXQwtDgv%A KJZ1QRCFPqu8gbCgpBdCziu07RAX4H%2b5dP%2bZv2Q%3d%3d 4/4 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Tndustry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9� 3, Product Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth / Wood Grain / White Wood Grain Exterior Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Pho e 4 0. 69. 77 ns in O sw'ng I "I pa V Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: —� 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. -� 3. When used in the "HVHZ' this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 2. Drawing No. Prepared by No. FL-15210.1 RW Building Consultants, Inc. (CA 99813) . 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/17/2012 PF 1596 Sheet 1 of 1 t~ 3 plastpro RAT p 52'00 W. CENTURY r URY BLVD. LOS ANGELES, CA 90045 INSWINGSeries 0 Fiberglass Door ; "IMP,# 1. This product has been evaluated and is in compliance with the 2010 Florida wilding Code (FBC) reauirements includina the "Hiah Velocity Hurricane ?one" fHVHZt. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "WHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in area,, outside of the "HVHT' requiring wind borne debris protection this product comples with Section 1609.1.2 of the 2010 FBC and does not require on impact resistant covering. This product meets missile level "D" and includes Vfnd Zone 4 as defined in ASTM E 1996 and Section 1609.1.2 4 of the FBC. 5. For 2(stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. OutsMng configurations meet wrater infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requILementsfor the "HVHT' and must be installed only in non- iabitobie areas or at habitable locations protected by an overhang or canopy such that the angle toetween the edge of canopy or overhang to sill is less than 45 degrees. TABLE Of CONTENTS SHEET# AESCRIPMN i Typical elevation. design pmw zes, & general notes 2 Door pvnet detois 3 Hq ontal cross section Vertical eras sections 5 3-pont lock deter _. 6 3- ' =t lock deia s 7 &.rck an name anCtiatEtlJ II Cornponents 9 of mafeffo'r, i�t.4A' iissr,r DES(Gtt #'RE5StlRE ��SFj t'rrrc� T��€ 37.50" INSWING . x +75.0 -75.0 t)uTSt"d14lG x �-?5.f} S e. hest 2 f Rol- r d s, n re surf r-i" t` scuYfa.r.S. n�rw xr: JK crx any LFS z t or s 0.4' II(F EXTERIOR _ 0.4" INTERIOR CAP (PVC) LATCH STILE (LVL) HINGE STILE (LVL) CAP (PVC) )HORIZONTAL CROSS SECTION 2 35.7S' MAX O.A. WIDTH D 2 �^ _ ;n L9 "' O X SEE HARDWARE TABLE SEE HARDWARE TABLE Z2 DOOR PANEL 40 Plaslpro Fibergloss ..::: .....: HAkbkWAR! TACCE .. .>: MANUEACr11RER MAAE4 . IL1AlG DESIGN KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) ± 7S SCHLAGE KNOB: 'P'SERIES (FS1) DEADBOLT: -r SERIES (B60/62) 75 LEVER: FL3B SERIES DEADBOLT: FD7 SERIES — 75 so 75 See sheets 5 and 6 For multi- nt lock details. TOP RAIL (COMP.) —f 'o INTERIOR EXTERIOR FOAM CORE (POLYURETHANE- _ 1.9 PCF MIN.) •d FIBERGLASS SKIN d (0.125'MIN. THK)�` BOTTOM RAIL— `r (COMP.) j 2 VERTICAL CROSS SECTION 2 m o v 3 _^ -N �m �_ y�j 7A Oa J o En00tt 0z ac° 90005 m w z o z ZU e 02 16 12 = LE. N.T.S. ° :. BY. JK m BY: LFS 3 Nm NO, N FL-15210.1 0 N Ef 2 OF 9 1 2 EMB. (TYP.) 4 4 -nv g A G =" °mN 4 0m.° o ® ® 2 1 C . g= Z W d D1 Z 2 QL r ° o _ � m INTERIOR S o s a mda`mo 1 ® 2 7 3 m 3 - o U o EXTERIOR H � E 4 D 27 a o E 1-1/4"MIN. ni o D 2 1 3 4 5 EMB.ITYP.) o 0 0 al _ N ;a, � B C 4 4 4 3 HORIZONTAL CROSS SECTION 2 1 D a a rn 3 Shown w/ IX sub -buck 0.15, B 3 0.15" CSINK C °m a I MINK (TYP. m . O a U , 3 a L NTERIOR L ° o: o a INTERIOR z O 7 ,,^^ D N 4V 740 a / d O d e' 2 4 W Z 2 ae Q F O O L 11 z Z 58 ° DAM 02 16 12 i a 11 9 EXTERIOR EXTERIOR 27 SCAM N.T.S. 9 oE DWI BY. JK m i 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION ° °"� efi LFS i 1-I /4"MIN, 3 Outssving shown -inswing 3 Outswing shown - inswing o EMB. (TYP.) also approved also approved FL-15210.1 a srELr 3 of 9 w Q 8v0NaN A C za oR� eo E o N \SCm• 7: �u7 mo n90 os 4 C L P, a ma`a .. 1 2 u J. z� 7 E �u o° y z EXTER INTERIOR 7 1 2 EXTERIOR INTERIOR v, 0 U � EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION � 0 4 Shown w!1 X sub -buck z o �1 VERTICAL CROSS SECTION 0 M 4 Outswing shown - inswing vfL a � N also approved 8 rz U of rz K 29 o I ix a .= w EXTERIOR INTERIOR E ° .' a EXTERIOR INTERIOR m ,^ 30 31 32 33 34 40 z 5 VERMAL CROSS SECTION 8 4 Shown w/ ADA threshold 36 37 38 E o. o E w d e z 0 [] e a 4. are 02116112 'z s N.T.S. 9 �1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DWO• BY. JK m q outsw ng confirguration q Inswing configuration a«. av: LFS 3 DPAWM no_ FL-15210.1 0 sir 4 of 9 n o � n g rzn W O y� >n O J =om V r?i o�aa�u O Z Z O t N S 9q"S c 0 0 c o (� 2X BUCK S$ In 0 (� 66777� 1 X BUCK H U zo 0 _o 2.1 T' m W N 0 ri 2 Q W U x O M O HOPPE MULTI -POINT L 3-Point'Tongue" ET 0 2X BUCK 5$ 2522 c a .b MUCK H a } � 1 � m I MUCK $$ - 1XBUCK H 23 z o w o V) T z 2 1" cq 0 ° Z O Qj STRIKE JAMB W _ oZ � d of z o° DATE: 02116112 = SME N.T.S. 9 iO DWG. BY' X mm MULiI•POINTSTRIKEPLAiE LATCH AND DEADBOLTSTRIKE PLATE u�K ar: LFS 3 DMVAHc NO: MANUAL RAISED TONGUE GEAR SYSTEM Tongue system FL-15210.1 " ° MeT 5 OF 9 " d n m i o O ° 55 a 890006 US � � � E u o° 4 b CC p N � � �- o N ? U 0 O a m m in Ci S7 60 y 0 62 MUCK 58 0 1XBUCK H r C 0 J 0 o Cl O Z DATE: 02116112 i save N.T.S. 9 Bxc. Br: JK m W $ F TNennium 3000 SERIES STRIKE JAMB DETAIL LHK BY. LFS 3 DRAWING NO,: 3 pt. Lock FL_ 15210.1 0 SHEET 6 or 9 N 4" ITYPJ TYP. HEAD &JAMBS MASONRY7 OPENING 2X BUCK-\ 0 BUCK ANCHORING STRIKE JAMB CONCREMANCHOR NOTES: I. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorioints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: . . .. ......I................................. . ............. ... .... ...................................................... TYPE ...... ............. - ............................................................. ...... .. .................................................................... ... ... ... . .......... ............................. ...................... ....................................................... ITIN 1/4- 1-1/4- 2-1/2- 3" EEeO 42 ITW 1 3/16" 1-1/4- 2-5/8- 2-1/4- 6" (TYP-) SEE HINGE L 2X BUCK DETAIL ITYP.) G I X BUCK TYP. HEAD MASONRY & JAMBS OPENING FRAME 2XBUCK-\ 2X BUCK I X BUCK ADA SILL ONLY FRAME ANCHORINGMasonry ,ruction I X 2X !8 H IX BUCK $ 58 8 2X BUCK M ❑ 58 2X BUCK H 1X BUCK LATCH & DEADBOLT DETAIL HINGE DETAIL Inswing HINGE JAMB 1 X BUCK 2X BUCK HINGE DETAIL OutsyAng LE N.T.S. 13Y. dK L 13Y. LFS ,WINO NO, FL-15270.1 rr 7 or 4.56' 4.6" J. 4.56"� � I $ gn A N = �I iom �z M F"-- 2.44" 2.13, H %�UISWING THRESHOLD �1 OIRSWING THRESHOLD t = • v v ,3 POLY FIBER JAMB 8 9 S DLP (QOSR) Coumbia Hgh Dam (581) PlGstpro a D v° 9 C C t 1: D 4.56" n "! 4.bfi ' a 4.7"�JII NI U O 2 O �� OULSWING THRESHOLD �1 011ISWING iHRESNOID WOOD JAMB o >I Z �` DLP (QOSH) Columbia (575) 2 m a V¢} o 5.67' 5.63" a a 2.089' I al r m 0.57' O Ii WING THRESHOLD @ INSWING THRESHOLD WEAiHERSTR/P 8 DOOR BOTTOM SWEEP Endura (Z-Series) Coumbia Endura Force 5 5.626' 4.56' PEG50 LL ® � 4.56" c h a � z aTF:02 16112 Sms: N.T.S. �1 INSWING THRESHOID @ INSWING THRESHOLD 29 ADA THRESHOLD DWG. W'. JK Indus (Z-Series) DLP (,CS) DLP aa. BY: LFS _ DROING NO.: FL-15210.1 sH¢r _L of 9 BILL n 0 cn �i 3a � J 4D p in 9 MU L o'e i 9 V O Z O N o�m 5 �Eo 4 gds g amd`amu a° c 0 0 J m 0 0 a a m z m o o z z z � a>E 02 16 12 z SCAM N.T.S. o MG. BY. JK m aK. en LFS 3 DRAWWG NO-- FL-15210.1 a Sim 9 or 9 OF MATERIALS IIEAI f DFSCRIPf10N MAhRViL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG>= 0.55 WOOD C 1 /4" MAX. SHIM SPACE _ D 1 /4" X 2-3/4"PFH ELCO OR Ii1N CONCRETE SCREW STEEL Technical Representative Address/Phone/Email Brian Terrace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jhompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .'. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lucas A. Turner PE-58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Ili Validation Checklist - Hardcopy Received FL7067 R4 COI EvalReo CWS-157B (HS-8200 IMPACT).Ddf Standard AAMA/ W DMA/CSA/ 101/I. S.2/A440- 05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 hftpsJ/vmw.floridabuilding.org/pr/pr_appjtl.as i--;am=v4EV�� ri XQwtDgvmjvMZSg39JzuQ3rGVaEg Klor3uNgr!!APUd 1/2 9013 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL # 7067.1 Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 Model, Number or Name HS-8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact) 7067.2 I HS-8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", XOX, +/- 60 psf. 7067.3 I HS-8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-75 Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact Description HS-8200 Vinyl FIg/Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS-157B (HS-8200 IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01.Ddf FL7067 R4 AE EvalReo CWS-157B (HS-8200 IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09,Ddf Created by Independent Third Party: Yes HS-8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", XOX. Installation Instructions FL7067 R4 II CWS-232B (HS-8200, XOX, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01.ndf FL7067 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL7067 R4 AE EvalReo CWS-232B (HS-8200, XOX. IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes HS-8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Installation Instructions FL7067 R4 II CWS-399A (HS-8200 73x62 75DP IMPACT) Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11-0624 02 Ddf FL7067 R4 AE EvalReo CWS-399A (HS-8200. 73x62. 75DP, IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09,Ddf Created by Independent Third Party: Yes 7067.4 1 HS-8200 Vinyl Horizontal Slider Impact I HS-8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R4 II CWS-186B (HS-8200. 72x63. IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01.Ddf FL7067 R4 AE EvalReo CWS-186B (HS-8200. 72x63. IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want youre-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 foroffidal communication with the licensee. However email addresses are public record. If you do not vAsh to supply a personal address, please provide the Department with an email address Mich 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: KILM—al EChEck X'CUrity' �f k:i'it K.S' https:/hwAv.floridabuilding.org/pr/pr_app dtl.asps;?^?dam=wGEVXQMDgwiWZSg39JzuQ3rGVaEgKlor3uNgdsGw%3d 2/2 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941 380-1574 Evaluation Report 399A December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 73" x 62" unit size XO or OX, DP75 with Sill Riser Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-399A, signed and sealed by Lucas A. Turner, P.E. on 12/16/11. 2) Test Report NCTL-210-3569-1 and -IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS-399A, signed and sealed by Lucas A. Turner, P.E. on 12/16/11 Installation: Units must be installed according to approval document CWS-399A. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 73" x 62" unit size, with max. glass daylight sizes as shown in CWS-399A -� • Achieves design pressures of +60/-75 psf (+/-75 psf with sill riser) • Is large missile impact resistant and does not require the use of shutters — > • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS-399A, using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. C1RSTATE OF " C� • r '" A7 t o O �Aa t ' 01"' 12/16/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) MAX GLASS DLO MAX GLASS DLO G & "XO" MAX. SIZEGN PRESSURE RATING-75 (+75 W/ SILL RISER) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTION VIEWS............................................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS................................6 PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. TI- - > IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL. 8. REFERENCE TEST REPORTS: NCTL-210-3569-1, NCTL-210-3569-tA �j 8. SERIES / MODEL DESIGNATION HS-8200. PROPRIETARY AND CONFIDENTIAL 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10. 1 X or 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS = 1/4" X 1" LOCATED 4" FROM BOTH ENDS ti No 58201 STATE OF w �''sS�ONA � ��`��• PDATED PER 2010 FBC It 1/08/201 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 "' "GENERAL NOTES &ELEVATIONS -LARGE MISSILE IMPAC ERIES:8200 PRAWN BY: PATE: 11/06/200 MODEL: CALF: G. O.: PVC HOR17_ SI IDFR NTS CWS-39 1 OF 6 13 1/4" MAX. O.C. 6' TP) '� 6 SEENOTE2 6" 11'Jl 3• MAX. (TYP) 3" A ¢_MAX. TYP ---- ----- --- — 12 1/2' MAX O.C. (TYP) L SWEEP LOCKS ONLY ENGAGED DURING HURRICANE _ LOCKS ARE LOCATED. AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION t I ANCHORS TYP. _ B I B ANCHOR LAYOUT - (FLANGE) THRU F RAMEE (MASONRY OPENING) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATIO�SILLANCHOR SAM�ASHEAD�. 2. SHIM AS REGO AT EACH SET OF INSTALLATION ANCHOOA BEA AX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHAUt - BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58201 A FUPDATED PER 2010 FBC 1/08/2011�Ilit��t NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �. .. ENS A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) �`� F '• * WINDOWS &DOORS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �;' No 58201 : 13 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). * S OCALA, FLORIDA 34474 ITLE: ANCHOR SCHEDULE 8 NOTES -LARGE MISSILE IMPACT 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE z� ' 9 STATE OF . t{rti OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT % p tu.w ERIES: PREV.LETTER: N BY: ATE: c p 8200 AIDE 11/012008 VERSION OF THE REFERENCE DOCUMENTS: PROPRTHE INFORMATION CONTAINED IN THIS DRAWINETARY AND G CONFIDENTIAL OAE PROPERTY OF CUSTOM ��i�S O R (�' ����` MODEL: : WG. NO.: FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), THEINFWINDORMTIONCNN.AINEDINNY HISDRWINGISTHESOLODUCTION IN PART OR AS PROPERYOFCUWHOLE TO 4iS/' "''�C�f��� PVCHORIZ.SLIDER NTS CWS-39 FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. �ONAI�flffA �HEET: 2 OF 6 7/8" OVERALL 3/16" ANNEALED or TEMPERED 114" AIRSPACE 7/16" LAMINATED 3/16' ANNEALED GLASS .090 SENTRY GLAS PLUS 3/16" ANNEALED GLASS �.LASS'IFLEX 522OR PURFECTGLAZE"H' (111 TE 13 O 10 GLASS TYPE A FULL SIZE LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC 1/08/2011 "Jilitsit" r,����i WINDOWS &DOORS No 58201 '• N : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ITLE: GLAZING DETAIL - LARGE MISSILE IMPACT STATE. OF .'III PROPRIETARY AND CONFIDENTIAL 12/16/11 � ERIES: FAWN BY: ATE: �sQ.��'��pRtp pl. 8200 ADE SYSTEMS,REPRODUCTION INPARS,ORASIS WHOLEWITHOUT THE MODEL: GALE. WG o.11/06/200 ,'��isS�OMAirG���`, PVC HORIZ. SLIDER IA C90F WWINDOW RITTEN PERMISSIONINC. OFWWDOW REV. LETTER: HEFT: 69 SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED LITE CUTAWAY SILL RISER MAX. POSMVE OPTIONS DP NO SILL RISER 60 1728 SILL RISER 75 PRXP�RIETARY AND CONFlDENRAL 12/16/I1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SECTION VIEW B-B 6. 6. --------------- FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6- FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4- C) INNER HOOK 3 7/8- FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2-1/2- FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. AS A. TURNER. FL P.E. 58201 1 A (UPDATED PER 2010 FBC 11 i� STATE. OF ;�kr cE O R IV 0 4. J 1/08/20111 `.� WINDOWS & DOORS 900 SW 44TH AVE. )GALA, FLORIDA 34474 rLE: SECTION VIEWS - LARGE MISSILE IMPACT :RIES:8200 DRAWN BY: ADE ATE' 11/06/200 DDEL. PVC HORIZ. SLIDER SCALE: NTS WG. NO.: CWS-39 REV. LETTER: A HEFT: 4 OF 6 Item# 1 5 6 7 i Part# H-6031 FF7681 S-1499 H-6027 Descrip Main Fr., SH, w/Flg., R HD, Meet. Rail, Fxd. Reinforcement, Fixed h Sash Meet. Rail, PVC 8 Fi 1497 Reinf. Sash Meet. Rail 9 H 6028 lSash Bottom Rail, PVC 10 FI-1498 Reinforcement, Sash, I 11 1-16004 Sash Top/Bot. Rail 12 S-1776 Roller track 13 S-6064 Glazebead 14 S-6013 Scrn. Adapt., w/ Nib, P 15 S-6014 Scrn. Adapt., PVC 16 S-1577 11Frame, iTpact Hook 17 1 P-3804 Roller, Tandem 18 1 P-4632 Sweep Lock, Impact, P r-.54zy VVS1p., U.Z/U x Jd/ DaOK rmJew, ur P-4638 #8 x 2 1/2 Ph Truss SMS P-3511 #8 x 5/8" Ph PH TEK @ KEEPER P-4633 #8 x 1/2" Barrel Fastener R3342 Seam Sealer, SM-5504 P-3752 Cap Plug, 1/2" Hole - Purfect Glaze "H", SikaFlex 552 -3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. GLASS Glass, See sheet 4 P-3541 #8 x 1/2" Phil Flat TEK @ frame Hook P-3559 #8 x 3/8" Ph Pan Tek @ frame Hook P-3113 Screw Support, PVC #10 x 1 1/2" Philips PH, SM1S K1699 Reinforcement, Sash Rail P-4358 Fixed Rail End Cap S-1556 Impact Catch, Head S-1112 Reinforcement, Head,Jarrb for S-1577 S-6005 Anti -lift out P-3218 Screen frame 49 S-1728 50 P-3783 x 1 1/2" Phil Flat sms OTE: ITEMS 2-4,21,26 ARE NOT USED LL ALUMINUM EXTRUSIONS ARE 6063-T6. Vendor Material 31/e° 2 3116" FRAME CORNER Mikron PVC ftJ1116" Ins" 1/16' CONSTRUCTION Keymark ALUM jj 15/8' MlkrOn PVC 211/16" 1 15/8" � 11 II`I� 1/\ Keymark ALUM t 113/16" Won PVC o1511 Keymark ALUM PVC SASH RAIL-6004 CORNER W ELD Mikron PVC PVC SASH MTG. RAIL-6027 (ALL SIDES) Keymark ALUM PVC FRAME FLANGE-6031 Mikron PVC 1/16" s Mikron PVC f16 11/e•-{Mkron PVC sns' I 5/e"9FIXEDD 150�_3 1/16" Keymark ALUM 1 M&M Nylon 1' 1/16" ALUM REINF. SASH RAIL-1699 PVC SCREEN SUPPORT - 6014 1— Sullivan ALUM REINF. SASH MTG. RAIL-1497 EETING RAIL 1— Sullivan Man 1 SCREWED TOGETHER 5/16° WITH OUTERFRAME M&M Nylon 11/4" Ultrafab 7/1s"5"� 39 Fastenal Steel 1/16. 0 3/16° Fastenal Steel O 5/8" Fastenal Steel ALUM ROLLER TRAC - 1776 3 1116' r7/8'� PLAN VIEW - 1556 T Schnee Silicone 9/1s• 40 M&M Nylon ALUM HEAD CATCH - 1556 J_ enkel, Sika 10 Lj_@ ALUM GLAZE BEAD - 1112 2 7/e• � -ank Lowe Rubber �/q 1116" 5 ALUM SILL RISER - 1728 Cardinal 3 Fastenal Steel t1/e• � 1 7/8° 0 3/16• Fastenal Steel ALUM REINF. S.B.RJS.S.R. - 1498 1 15/16-1 Team Rubber 4 3!8' T Fastenal Steel 1/16" ALUM HEAVY DUTY MEETING RAIL-1681 5!8 Fastenal Steel 1 s/e" 16 Keymark ALUM 9 114 1 s M&M Nylon PLAN VIEW - 1577 Keymark ALUM 13 I 4' Keymark ALUM 7/8' PVC SASH BTM. RAIL-6028 1/16" Mikron PVC v1s' 1 7/8 Allmetal PVC GLAZEBEAD-6064 2 3/16• 1 -�-- I 5. I l M&M Nylon Dapa PVC SCREEN CATCH - 6013 ALUM FRAME IMPACT HOOK-1577 48 1 5/16• Hurley LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC 11/08/2011 Hurley PVC FIXED RAIL COVER -6077 Mikron PVC �C£'•��CENSE�P, 1 1%4eymlark ALUM �vz"� f-3"—� C�. WINDOWS&DOORS No 5B201 P 1900 SW 44TH AVE. Interlock { O 34 = : OCALA, FLORIDA 34474 °astenal Steel i " SCREW SUPPORT -3113 a: * t TITLE: 3116%% EXTRUSIONS / B.O.M.- LARGE MISSILE IMPACT Interlock f—� i �: STATE OF '�4: SERIES: FAWN BY: ATE: ., c, p 8200 ADE 11/06/200 PROPTHE INFORMATION CONTAINED INRTHI DR DRAWIIETARY AND NG PROPERTY OF CUSTOM ,����ai •� 0R°I�•••�`,�7 MODEL: CALE: WG. NO.: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS POHIBI7EDHOUT THE i'rr'S+/0NA%-rG����� PVC HORIZ. SLIDER REV. LETTER: 1A HEET: CSVOFe L16L MIN EMBEDM [C] C C S N - BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 112" MIN EDGE DIST • p • D• D• EXTERIOR FINISH D • D BY OTHERS 1 BY WOOD BUCK •• BY OTHERS [A] PERIMETER SEALANT BYINSTALLER —L 1/4" MAX SHIM [B] SEALANT BEHIND FLANGE BY INSTALLER _ SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BY OTHERS .!. :r: •O D• D• .D�D�•P. �• •D ••D D••:D •p• •• p•Y D• =• D:p• D • •D • D • � •p s.•D•p �•D• I BY OTHERS 1 BY WOOD BUCK BY OTHERS [A] SEALANT BETWEEN BUCK AND OPENING BY OTHERS �A A CONCRETE/MASONRY 'a BY OTHERS •�C •• 0 f112" EDGE DIST- [C] a INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW W/WASHER THRU SCREW SUPPORT. [C] 114" MAX SHIM [B] 1 1/4" MIN EMBEDMENT-#--i• • 1 —SEALANTBEHIND FLANGBY [C] INSTALLER R OR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER g HORIZONTAL SECTION 6 FRAME (MASONRY) INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW W/ WASHER THRU SCREW SUPPORT. [C) - INSTALLATION ANCHOR, 3/16" DIA. " MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] SEAL N R SCREW HEAD BYINSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS �114" MAX SHIM B SILL STOOL BY OTHERS D•D� USE SOLID WOOD D P. • .p SUPPORT TO MAKE p• Sjj,L LEVEL, BY OTHERS 1 114" MIN EMBEDMENT [C] �2 1/2" MIN EDGE DIST [C] A . VERTICAL SECTION 6 FRAME (MASONRY) 1/4" MAX SHIM [B] 1 3/8" MIN EMBEDMENT' [D] p► p► 7/8" MIN EDGE DIST �--ENSTALLATION [D] ANCHOR, #10 WOOD ANCHOR W/ p WASHER THRU SCREW ► , ► SUPPORT. [D] D►�-2 BY WOOD BUCK BY OTHERS [A] ► SEALANT BETWEEN Ell" - SEALANT BEHIND —T K AND OPENING BY OTI, FLANGE BY. INSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BY OTHERS C HORIZONTAL SECTION 6 FRAME (WOOD) OTE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. [C] SEALANT BEHIND FLANGE BY INSTALLER SEALNT UNDER SCREW HEAD BYINSTALLER PERIMETER SEALANT BYINSTALLER 1/4" MAX SHIM [B] O EXTERIOR FINISH BY OTHERS D ° • . ° • • D ••D. • • o p,o •DAD • D • ° •• I> D - ° D ° • D °• •D °• •D D 11/4" MIN EMBEDMENT • D••• D. D D D D D D [C] 2-I12 MIN EDGE DIST CONCRETE/MASONRY �D1 ALTERNATE PRECAST SILL DETAIL [C] BY OTHERS 6 FRAME (MASONRY) �j-- z� PROPRIETARY AND CONFIDENTIAL 12/16/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES [A] SEE NOTE 10 .- — [B] SEE NOTE 2&3, Z Cl SEE NOTE 4, ` , [D] SEE NOTE 5, SFI I i l UCAS A. TURNER, FL P.E. 58201 A JUPDATED PER 2010 FBC 11 TTI1TOsoff"�, 'JO��;: �tiCEN'U�P,`.. WINDOWS & DOORS No 58201 : n; ': 1900 SW 44TH AVE. * * OCALA, FLORIDA 34474 Z TITLE: INSTALLATION THRU FRAME DETAIL - LARGE MISSIL :tea'• MATE OF '4f. ERIES:8200 DRAWN BY: ADE ATE: 1 '���••': 0R1C; `'"•��� MODEL:SCALE: [WO. NO.: s$�ONA PVC HORIZ. SLIDER REV.LETTER: NAS HEET: IS 1/08/20111 60F6 v 9/8/13 Florida Building Code Online fOr 5^ul„,d: ` �£ BCIS Home Log In i User Registration Hot Topics I Submit Surcharge Stars & Facts Publications FBC Staff BCIS Site Map i Links j Search Business Professional @,�SflsProduct aPPer Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail w2 g FL # FL11103-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 rrlafevre@cws.cc �J Michael LaFevre mlafevre@cws.cc Brian Terrace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jhompson@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 'i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lucas A. Turner PE-58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE ( Validation Checklist - Hardcopy Received FL11103 R1 COI EvalReo CWS-292A (SGD-8900. XO. 6068, PVB. IMP).Ddf Standard Year AAMA/ W DMA/CSA/ 101/I. S.2/A440- 05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 - 1994 https:llmwfloridabuilding.org/pr/pr_app dtl.aspx?_param=wGEVXQwtDq taGsip3GmAOCRBKBPqp/p2fDybPP�x4,^�hmgOODZMiOup/p2fAp/p3dp/p3d 1/2 i 9/8/13 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Summary of Products FL # Model, Number or Name Description 11103.1 SGD-8900 SGD-8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or XO, 6068. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11103 R1 II CWS-292A (SGD-8900. XO. 6068 PVB, IMP).Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile Impact, Max. size 6068, DP =+/- 60 psf. FL11103 R1 AE DuPont PVB NOA 11-0624 01.odf FL11103 R1 AE EvalReD CWS-292A (SGD-8900, XO. 6068, PVB, IMP).Ddf FL11103 R1 AE Mikron NOA 11-0830 09.Ddf 11103.2 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door, 16080. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11103 R1 II CWS-298A (SGD-8900. OXXO. 16080, TMPACT).Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Evaluation Reports Config. include OXXO, OXO, OX, XO. FL11103 RI AE DuPont SGP NOA 11-0624 02.Ddf FL11103 R1 AE EvalReD CWS-298A (SGD-8900, OXXO. 16080, IMPACT).odf FL11103 R1 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not vent 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 Chapter455, F.S. must provide the Department with an email address if they have one. The emails provided may be used far official communication Wth 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: El ® MhEck securitvm F;r rAc.v m https://owvw.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQvADgttaGslp3GmAOCRBKBPqp/M2 bPKIYaRghmg00DZMiOu%2fA%3d%3d 2/2 Lucas A. Turner, P.E., MBA Evaluation Report 298A 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. nufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports NCTL-210-3506-1 and -lA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS-298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installed according to approval document CWS-298A. Limitations of Use: This product: • May be used in up to 48 5/8" x 93" panel sizes (95 1/2" max. door height), with glass types and max. glass daylight sizes as shown in CWS-298A —� • Achieves design pressures of +/-60 psf —> • Is Large Missile Impact Resistant and does not require the use of shutters ---> • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11-0624.02 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. z�- 12/14/11 Lucas A. Turner, P.E. FL PE #58201 95 1 f MAX. 2z MAX. SLIDING GLASS DOOR (LARGE MISSILE IMPACT) 48 518- MAX. GLASS IPANEL WIDTH DLO O I X O GU DL( I _+ i L TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ....1 ANCHOR SCHEDULE & NOTES DP CHART & GLAZING DETAIL ........3 SECTION VIEWS...............................4-5 EXTRUSIONS & B.O.M........................6 INSTALLATION DETAILS.................7-8 B 7 D 8 GU DL( r SS /� 48 5/8• MAX. PANEL WIDTH 95 1/2" MAX OVERALL HEIGHT SS MAX. O PANEL ( ID ESIGN PRESSURE RATIN +/-60 GLASS DLO PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING DETAIL: (SEE SHEET 3) —� 3. APPROVED CONFIGURATIONS: "OXXO", "OXO", "XO", "OX" 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7 - 8 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. > 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRES; 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDEtr— 8. REFERENCE TEST REPORTS: NCTL-210-3506-1, 1A 9. SERIES / MODEL DESIGNATION: SGD-8900. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH, O=FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. EXTERNAL WEEP SLOT= 1/4 x 1" LOCATED 4" FROM BOTH ENDS. X 84 7/8" GLASS PROPRIETARY AND CONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. UPDATED PER 2010 FBC ` JilIIuyrrrh ��� p„kORE4� rrr NS �•%¢2;Q&Jrom WINDOWS& DOORS No 58201 :rP t 1900 SW 44TH AVE. y OCALA, FLORIDA 34474 TITLE: GENERALNOTES&E STATE OF :4tj ERES:8900 �S...... R 5 MODEL: SGD 4rfr/ONA tli p•• ADE NTS 11/12/20111 06/03/2008 CWS-298 1 OF 8 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN ANY DIRECTION CLIP ANCHORS MUST BE AT LEAST 3" FROM INSTALLATION ANCHORS. 6. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER 2010 FBC 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL "t���+', NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ����l��"%jiltEIf" ���•L�G E N�1F ,���_� •�-�-� A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) w J .. �� WlNoows & ooORS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. No 58201 : 71 : 1900 SW 44TH AVE. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). '_ ,r ; y L OCALA, FLORIDA 34474 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE * O = c 9 =, STATE OF : 4/: TITLE: ANCHOR SCHEDULE & NOTES - LARC ERIES: 8900 DRAWN: AIDE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION FMA/AAMAO 00(�FIN WINDOWS), MA/AAMA THE INFORMATION CONTAINED INE FOLLOWING REFERENCE DOCUMENTS: RTHIS IETARY AND ISISFTHE SSOLE PROPERTY! OFF CUSTOM '�� fiiisC O. �r%`=�, O ' SGD CALF: NTS 200(FLANGE WINDOWS), A WHOLE HOUT THE SYSTEMS, INC. ANY REPRODUCTION IN PART OR C IS FMAIWDMA 250(BOX WINDOWS), FMA/AAMANVDMA WRITTEN :. ����rfONp EV. LETTER:A 300(EXTERIOR DOORS), PERMISSION OF CUSTOM WINDOW SYSTEMS, INPROHIBITED. ���� 6" MAX (TYP) 18" MAX. O.C. (TYP) r- B T y JZ MAX O.C. A ANCHOR LAYOUT A L:7= 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. - 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 4. 3/16" DIA. ITW TAPCONS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 1/8' SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER -TO -CENTER DISTANCE OF 2 7/16" SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FIXED PANEL CLIP ANCHORS MUST BEAT LEAST 3" FROM INSTALLATION ANCHORS. FIXED PANEL 11 /12/2011 06/03/2008 20F8 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED GLASS 3/16" ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS PURFECT GLAZE "H" SIKAFLEX 552 SILL RISER MAX. POSITIVE DP OPTIONS (PSF) 13/16" GLASS BITE NO SILL RISER 60" 1737 SILL RISER 60 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. GLASS :TYPEA�_� z� PROPRIETARY AND CONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. UPDATED PER 2010 FBC &=� WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 8900 11 /12/20111 ADE n� J1 DATE: 06I03/2008 1:1 WG.NO.: CWS-298 :ASHEET: 3 OF 8 SECTION VIEW A -A SILL RISER MAX. POSITIVE DP OPTIONS (PSF) NO SILL RISER 60* 1737 SILL RISER 60 *INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. PROPRIETARY AND CONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. UCAS A. TURNER, FL P.E. 58201 ,e��Q1S0 FiE t� .�� �GENS`r. 14- . No 58201 11 e9 ; STATE OF t+0? %0 '� F'S,•ORt9P,•�2�: UPDATED PER 2010 FBC 1 11/12/20111 ,.= WINDOWS & DOORS 900 SW 44TH AVE. ICALA. FLORIDA 34474 --' SECTION VIEWS, OXXO - LARGE MISSLE IMPACT 8900 ADE ATE. 06/03/2008 O CALE: WG. NO.: SGD NTS CWS-298 4 OF TYPICAL HORIZONTAL SECTION OXO TYPICAL HORIZONTAL SECTION OX or XO ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 � y PROPRIETARY AND CONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SILL RISER MAX. POSITIVE DP OPTIONS (PSF) NO SILL RISER 60* 1737 SILL RISER 60 *INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. ti / -O — .' No 58201 i•' 0: STATE OF 41 ��Cn•'•c O R 5ap'Cj`=``1 UPDATED PER 2010 FBC ,�— WINDOWS & DOOR 900 SW 44TH AVE. ICALA, FLORIDA 34474 11/12/2011 I... SECTION VIEWS. OXO & XO - LARGE MISSLE IMPACT 1 8900 NTS 5OF8 32 33 3/8" 1 /8" ASTRAGAL, SGD,PVC - NOTE: ALL ALUMINUM ARE 6063-T6 0270 X.1 5 15/16" a V 4 O O 1 7/8" Hdd00IEDN .100 PVC OUTER FRAME - 6042 6' PVC PANEL INTERLOCK -6034 24 .080 15/16" ALUM.REINFORCEMENT -1591 1 7/8" J QT� 4 .1 0 5 3 9/16" 3 PVC PANEL LOCKSTILE - 6032 7/16" 30 1 L 1!8° •O80 PVC GLAZING BEAD - 6037 11/16"1 29 2 13116" .oso ALUM. HIGHRISE - 1 PVC PANEL INTERLOCK -6033 27 2 1/8' 1 5/8"� 1/6" 8 .050 +_ 13/16' L_ 2' ROLLER TRACK -1655 36 A[ I IM INTFRI n(:I( RFINF_17RQ 1 5/8' -1 1/8" Fu_] 16" 23 ALUM. REINFORCEMENT-1590 FRAME CONSTRUCTION I ' i a FRAME CORNERS SCREWED TOGETHER VENT CONSTRUCTION I 1 I �� ` l 1 L _ VENTS FULLY WELDED 3 II 1 1/8' Fes— 2 1/16" FIXED PANEL SUPPORT - 1722 211/16"3/4" 2.000 --j rT -}-5/8" 1116° PVC INTERLOCK SNAP - 6035 2 3/16 I 055 I {.�1/2" 13/8" 3 13/4" 3/a" 2 11— L 35 �2' SILL THRESH COVER-1764 PVC SCREEN ADAPTOR - 6045 PVC TRACK FILLER - 6040 PVC WELD SUPPORT - 6046 5 t/16" .100 2 5/8" 1 UCAS A TURNER FL P E 58201 A UPDATED PER 2010 FBC 11l12/2011 6 31/16" .060 7/8' S g 1/16" ALUM. FIXED PNL COVER - 1618 ALUM. REINFORCEMENT - 1726f--( ALUM. FIXED PNL CLIP - 1597 y� 34 /- PVC SCREEN CHANNEL -6044 PROPRIETARY AND CONFIDENTIAL 12/14/11 (SIGNS THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. .075 3 3/16" �9/16" 10 PVC SCREEN TRACK i6041 aak�5 I;,<tiD�Fl1� r.�7i�� C�•I%1%cGWvIZ O ?.LtiGENg� U¢� y' WINDOWS &DOORS +fir No 58201 '•"his ', 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: EXTRUTIONS & BOM'- NON -IMPACT %9t STATE. OF 406 SERIES: FAWN BY: O,�•.,,c p : $ 8900 ADE ATE. 06/03/2008 S•• ��aaa CALE: DWG. NO.: �a SGD 1:2 CWS-298 EV. LETTER:ASHEET: 60F8 1 4" MIN EMBEDMENT (THRU FIXED PANEL CLIP) 1/4' MAX SHIM [B] 1 1 1/4• 1 MIN EMBEDMENT INSTALLATION ANCHOR, [Cl 3/16"DIA. MASONRY ANCHOR W/ WASHER [C] CONCRETE/MASONRY BYOTHERS 1 N 2 7n s• D MIN CNTR TO CNTR DIST [C] r N 1 1/8' MIN EDGE DIST [C] 1 BY WOOD PERIMETER SEALANT BY OTHERS [A] BYINSTALLER 11/$ MIN EDGE DIST EXTERIOR FINISH [Cl BY OTHERS 2 7/16° SEALANT BETWEEN BUC MIN CNTR TO CNTR AND OPENING BY OTHER DIST [C] CONCRETE/MASONRY 1 1/4" MIN EMBEDMENT BY OTHERS [C) 1 BY WOOD BUCK BY OTHERS [A] EXTERIOR FINISH A L 1/4" MAX. SHIM BY OTHERS [B] PERIMETER SEALANT INSTALLATION ANCHOR, BYINSTALLER DIA. MASONRY ANCHOR W/ W16° WASHER [C] SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT - BY INSTALLER/DO NOT COVER WEEP HOLES EXTERIOR I I III INTERIOR v 1 1/8_ MIN EDGE DIST 1 - i -- [C] eA VERTICAL SECTION 7 FRAME (MASONRY) —HIGHRISE SILL - BEAD OF S EALANT BETWEEN HIGHRISE SILL AND FRAME BYINSTALLER INTERIOR EXTERIOR HORIZONTAL SECTION 7 FRAME (MASONRY) �-( - 1/4• MAX. [B] INSTALLATION ANCHOR, — 3/16' MASONRY ANCHOR wl WASHER [C] PERIMETER SEALANT---' BYINSTALLER / EXTERIOR FINISH) BY OTHERS 1 BY WOOD BU BY OTHERS [A] -INSTALL. ION ANC OR, 3/16' DIA. MASONRY ANCHOR W/ UCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC WASHER [C] ``1101116tr" twR8tv N. CONCRETE/MASONRY 1. INSTALLATION /ANCHiCONFI�GURATIOX �� `' : • C E N'. •. L BY OTHERS APPLIES TO "OXO" 3 PA " C; °v �F ' y WINDOWS & DOORS 1 1/4• MIN EMBEDMENT [ j RU FIXED PANEL CLIP) ' 1 1/4" MIN EMBEDMENT [C] 2 7/16"MIN CNTR TO CNTR DIST [Cl 1 1/8' MIN EDGE DIST [C] ONCRETE/MASONRY BY OTHERS ,- SEALENT BETWEEN BU', AND OPENING BYOTHERS [ REFERENCE NOTES [A] SEE NOTE 10, SH;, [B] SEE NOTE 2&3, SF.? [Cl SEE NOTE 4, SHT 2 I [D] SEE NOTE 5, SHT 2 [ 11/12/2011 1 & "OX", "XO" 2 PANEL CONFIGURATIONS. No 58201 i1 t 1900 SW 44TH AVE. OCALA, FLORIDA 34474 *TITLE: 1 1/4" MIN EMBEDMENT �'� ' �; INSTALLATION DETAIL IN 1 BY BUCK - LARGE MISSILE IMP! [C] x� '9 ; STATE OF : 41SERIES: DRAWN BY: Z %OEi".,a p : �: 8900 ADE AT ' 06/03/21 PROPRIETARY AND CONFIDENTIAL 12/14/11 1 C Q ;' \_� THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 1, ,......O1. ('% ,� CALE: WG. NO.: WWINDOW SYSTEMS, RITTEN PERMISSION .ANYR PRODUCTION IN PART OR SAWHO EWITHOUTTHE ��iriSNA ��N�•`` SGD REV. LEITER;ATS HEET: CWS-! 70F8 SI SEALANT BETWEEN BUCK — AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERS [A] CONCRETE/MASONRY- BY OTHERS EXTERIOR SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR W/WASHER [C] SEALANT UNDER SCREW—\ HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLER/DO NOT IFp� COVER WEEP HOLES 1 1/8" MIN. EDGE DIST. [C] ID] 1/4" MAXSHIM - 1/4" MAX SHIM 13/8' MIN. EMBEDMENT �lel l8] (THRU FIXED PANEL CLIP) INSTALLATION ANCHOR, INTERIOR INSTALLATION ANCHORID] 3/16" DIA. MASONRY ANCHOR W/ #10 WOOD SCREW W/ WASHER WASHER [D] [D] ZL@_ MIN EDGE DIST lDl A CONCRETE/MASONRYBYOTHERS 2 BY WOOD BUCK wo+ BY OTHERS [A] �« PERIMETER SEALANT EXTERIOR PERIMETER SEALANT) EXTERIOR FINISH BYINSTALLER BYINSTALLER BY OTHERS EXTERIOR FINISH - I %HORIZONTAL SECTION BY OTHERS 8 FRAME (WOOD) —7/8" MIN EDGE DIST [D] 1 3/8" MIN EMBEDMENT [D] 1/4" MAX. SHIM IB] — INSTALLATION ANCHOR, #10 WOOD SCREW W/ WASHER [D] EXTERIOR 11 JjJ INTERIOR HIGHRISE SILL BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME BYINSTALLER CONCRETEWASONRY LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC BY OTHERS \�\ V, oval• op.\i \' 1 "n\ V 1 i 1/4' MIN. \i v -I 2 7/16" MIN. O.0 ICl SECTION eVERTICAL 8 FRAME (WOOD) 1. INSTALLATIONS /ANCHOR DETAIL ALSO C E N ol rr APPLIES TO "OXO" 3 PANEL CONFIGURATIONS 4, 0 - '- �F C ¢�j % WINDOWS & DOORS IDl & "OX", "XO" 2 PANEL CONFIGURATIONS. No 5B201 S : 1900 SW 44TH AVE. i w : OCALA, FLORIDA 34474 INSTALLATION DETAIL IN ''A STATE OF SERIES: ll THE INFORMATION CONTAINED PROPRIETARY DRAND CONFIDENTIALE PROPERTY/14CU1 `'r�1 S% 0 R 1 �' p"C/`� ` 89DD ' WRII'ITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITEW NDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE IDHOUT7HE roe r�fOIVA `E?�•`� SGD RI —1318" MIN. EMBEDMENT ID] (THRU FIXED PANEL CLIP) —13/8" MIN EMBEDMENT [D] 7/8' MIN EDGE DIST JDJ SEALENT BETW EEN BUCK v AND OPENING BY OTHERS �--2 BY WOOD BUCK BY OTHERS [A] 1 REFERENCE NOTES: [A] SEE NOTE 10, SHi ? [B] SEE NOTE 2&3, SF'.-,.' _ [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 11/12/2011 N-L WE NTS 8OF8 Technical Representative Address/Phone/Email Brian Terrace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jhompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lucas A. Turner PE-58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE t:z'. Validation Checklist - Hardcopy Received FL7067 R4 COI EvalReo CWS-157B (HS-8200 IMPACT).odf Standard AAMA/ W DMA/CSA/ 101/I. S.2/A440- 05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 / PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 https://wwwfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDq\,mjvMZSg39JzuQ3rGVaEgKlor3uNgdsGw°/a3d 1/2 9/8/13 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 FL # Model, Number or Name 7067.1 HS-8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74x54, DP =+/- 60 psf, (Impact) 7067.2 1 HS-8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", XOX, +/- 60 psf 7067.3 1 HS-8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-75 Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact Description HS-8200 Vinyl FIg/Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS-157B (HS-8200 IMPACT) Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01 Ddf FL7067 R4 AE EvaIReD CWS-157B (HS-8200 IMPACT) Ddf FL7067 R4 AE Mikron NOA 11-0830 09,Ddf Third Partv: Yes HS-8200 Vinyl FIg/Fin Horizontal Slider, Impact, 111" x 63", XOX. Installation Instructions FL7067 R4 II CWS-232B (HS-8200, XOX IMPACT) Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01 Ddf FL7067 R4 AE DuPont SGP NOA 11-0624 02 Ddf FL7067 R4 AE EvaIReD CWS-232B (HS-8200 XOX IMPACT) Ddf FL7067 R4 AE Mikron NOA 11-0830 09,Ddf Created by Independent Third Party: Yes HS-8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Installation Instructions FL7067 R4 II CWS-399A (HS-8200 73x62 75DP IMPACT) Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11-0624 02,odf FL7067 R4 AE EvaIReD CWS-399A (HS-8200, 73x62, 75DP, IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09,Ddf Created by Independent Third Party: Yes 7067.4 I HS-8200 Vinyl Horizontal Slider Impact I HS-8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R4 II CWS-186B (HS-8200 72x63 IMPACT) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01 Ddf FL7067 R4 AE EvaIReD CWS-186B (HS-8200, 72x63 IMPACT) Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not vAsh 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: Via? M Fern[ Im smunty. P:rmcs 1 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgknj�MlZSg39JzuQ3rGVaEgKlor3uNgdsGwp/pad 2/2 Lucas A. Turner, P.E., MBA Evaluation Report 232B 2080 Mauve Terrace North Port, FL 34286 Ph. 941 380-1574 December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-23213, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3459-1, -lA, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS-23213, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS-23213. Limitations of Use: This product: — > • May be used in XOX configuration in sizes up to 111" x 63" unit size, with max. glass daylight sizes as shown in CWS-232B — > • Achieves design pressures of +/-60 psf —> • Is large missile impact resistant and does not require the use of shutters — > • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS-23213, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 in the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 in the fixed lite • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. \tit1 {t 111 off rtt JOR i ' No 58201 �%-A STATE Or =ate 12/7/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) L GLASS MAX SASH WIDTH DLO DESIGN PRESSURE RATING +60 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS................1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 12/07/11 SECTIONS & ALT. FRAME .............................4 PROPRIETARYAND CONFIDENTIAL EXTRUSIONS & BILL OF MATERIALS ........... 5 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAILS.............................6-7 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.i THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORM/,. OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 2103459-1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION HS-8200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS tytyytt ltli////// �J� P'p1?IREf1' T4/i a .'` N. 58201 Q STATE OF 0 R 10: UPDATED PER 2010 FBC 111/07/201 UPDATED PER NEW FBC REQUIREMENTS I 07/03/20C Y WINDOWS & DOORS SW 44TH AVE. _A. FLORIDA 34474 --'GENERAL NOTES & ELEVATIONS- LARGE MISSILE IMPAC ERIES: RA N BY: ATE: 8200 ADE 01/02/2009 oD L: PVC HORIZ. SLIDER GALE. NTS c. No.: CWS-232 B r"" 1 OF 7 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: PROPRIETARYAND CONFIDENTIAL 12/07/11 FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(E)CTERIOR DOORS). WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 6" MAX 6" M 18" N (TYP) 1 1-18" MAX O.C. (TYP) AN INSTALLATION CHORSS TYP. (TYP) 18" MAX. O.C. 3 3" -- -- -- -- -- -- x (fYP) I I 41X. O.C. I I a B I� I al I i I ANCHOR LAYOUT-( LAN E) TMRU FRAME (MASONRY OPENING) 4" MAX 8" MAX O.C. (TYP) : (TYP) 4" MA> (TYP) 8" MAX 0.0 (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME 17INSTALLATION ANCHORS TYP. B INSTALLATION ANCHORS TYP. c ANCHOR LAYOUT- (FIN) THRU NAILING FIN (W 000 OPENING) �( SWEEP LOCKS ONLY ( ENGAGED DURING /HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. AX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. LL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. Br PDATED PER 2010 FBC 11/07l2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 07/03/2009 ,`t.'�pt1LlREtgr��� ti •; •. WINDOWS &DOORS v t No 5$2")1 -p �„ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 *TITLE* %9:• tiTATE OF 't�` ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT SERIES: RAWN BY: c 1 8200 ADE ATE: 01/02/2009 Ss{ C R ..' Q�`�� ODE PVC HORIZ. SLIDER DALE. NTS WG' NO.: CWS-232 -tit, VA 4I, EV. LETTER: B H 2 OF 7 ANCHOR LAYOUT-( LAN E) TMRU FRAME (MASONRY OPENING) 4" MAX 8" MAX O.C. (TYP) : (TYP) 4" MA> (TYP) 8" MAX 0.0 (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME 17INSTALLATION ANCHORS TYP. B INSTALLATION ANCHORS TYP. c ANCHOR LAYOUT- (FIN) THRU NAILING FIN (W 000 OPENING) �( SWEEP LOCKS ONLY ( ENGAGED DURING /HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. AX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. LL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. Br PDATED PER 2010 FBC 11/07l2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 07/03/2009 ,`t.'�pt1LlREtgr��� ti •; •. WINDOWS &DOORS v t No 5$2")1 -p �„ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 *TITLE* %9:• tiTATE OF 't�` ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT SERIES: RAWN BY: c 1 8200 ADE ATE: 01/02/2009 Ss{ C R ..' Q�`�� ODE PVC HORIZ. SLIDER DALE. NTS WG' NO.: CWS-232 -tit, VA 4I, EV. LETTER: B H 2 OF 7 GLASS TYPE A FIXED GLASS FULL SIZE 7/8" OVERALL 3116" ANNEALED OR TEMPERED 1/4" AIR SPACE 7/16" LAMI. 3116" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLAZE "H" 552 BITE PROPRIETARYAND CONFIDENTIAL 1207 /11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 7/8" OVERALL 118" ANNEALED OR TEMPERED 3/8" AIR SPACE 5/16" LAMI. 1/8" ANNEALED .090 DUPONT PVS INTERLAYER 1/8" ANNEALED 1/2" GLASS BITE GLASS TYPE B SASH GLASS FULL SIZE PURFECT GLAZE "H" SIKAFLEX 552 131 UPDATED PER 2010 FBC 11/07/2011 LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 07/03/2009 fi4 tjORElij) t� P ti 9 `',�py�=;Y :J •"•�� N7NDOWS&DOORS ti .' No 58201 -;n * j 1900 SW 44TH AVE. SECTION VIEW C-C OCALA, FLORIDA 34474 * 63Z r7T-LE: GLAZING - LARGE MISSILE IMPACT i'lD '• STATE OF •>itti %fin•, c �: FRIES: 8200 RAWN BY: AIDE01/02/2009 ATE: S � s 4 L R 1. 'Q�` testa �`t ADD L: PVC HORIZ. SLIDER CALF: 1:1 wc. No.: CWS-232 EV. LETTER: B H E: 3 OF 7 y �' Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jhompson@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !.'. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Z Validation Checklist - Hardcopy Received FL6890 R4 COI EvalReo CWS-161B (CA-8400. IMPACT).odf Standard AAMA/W DMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 floridabui ldi ng .org/pr/pr_app_dtl.asp)Oparam=wGEVXQvADgLi4Bg 7NfwG9nY8CIM sOVDVxM3azRoSIJA%3d 1/2 I 12/13/13 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summary of Products FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R4 II CWS-161B (CA-8400. IMPACT).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, FL6890 R4 AE DuPont PVB NOA 11-0624 01.0f Max. size 37" x 72". FL6890 R4 AE EvaIReD CWS-161B (CA-8400. IMPACT).Ddf FL6890 R4 AE Mikron NOA 11-0830 09.Ddf re ed y I de end nt hi Pa y: Yes 6890.2 8400 Vinyl Casement Impact Window CA-8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R4 II CWS-240A (CA-8400. 40 x 63. IMPACT).Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: Large Missile, 40" x 63", DP = +/- 75 psf, (Impact w/ heat FL6890 R4 AE DuPont PVB NOA 11-0624 01.Ddf strengthened glass, PVB). FL6890 R4 AE EvaIReD CWS-240A (CA-8400. 40 x 63. IMPACT).Ddf FL6890 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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 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 Mich can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hem . Product Approval Accepts: arJ^.. ® E9 MXATT'itym i' Xb lc< . iif floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDqu4Bg7NfvGgnY8CIMsOVDVxVM3azRoSIJA%3d - 212 Lucas A. Turner, P.E., MBA Evaluation Report 161B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass ; Manufacturer: Custom Window Systems, Inc. 1900 SW 40' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, -lA, -2, -2A, and NCTL-210-3674-1, -lA, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS-16113, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS-16113. Limitations of Use: This product: -> • May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass • May be used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161B -- > • Achieves design pressures of +/-67.5 psf • Is large missile impact resistant and does not require the use of shutters > • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. % %$tIII Ifj'r4' i G�5_ . M A. �y z;-71 12/7/11 Lucas A. Turner, P.E. FL PE 458201 CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED- OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........................1 ANCHOR SCHEDULE & NOTES .............................2 GLAZING DETAILS.................................................3 SECTION VIEW & ALT. FRAME ..............................4 EXTRUSIONS & B.O.M............................................5 INSTALLATION DETAILS......................................6-7 38 114" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH I \64 1/4" I MAX OVELI FLANGE HEIGHT 63" DLO UNIT MAX. ;IIIV/ SASH HEIGHT 3 GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE 6 DESIGN PRESSURE RATING 367.5 PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E-1300 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. , I 8. REFERENCE TEST REPORTS: NCTL-210-3673-1, 1A, 2, 2A, NCTL-210-3674-1, 1 A, 2, 2A 9. SERIESIMODEL DESIGNATION CA-8400. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. r DLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH d�7_ PROPRIETARYAND COWIDENTWL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. B UPDATED PER 2010 FBC 12/5/2011 LUCAS A. TURNER, FL P.E. 58201 A UPDATE TO FBC CHANGES 03/17/2008 `trtt l I.I f IfJJf J PhORElgr T It {�H 1 fGWyfZ tGE1u i l� •• '� � � N7NDOWS &DOORS - t• No 58201 :�� 1900 SW 44TH AVE. * y # OCALA, FLORIDA 34474 ITLE: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT i`O% STATE OF ERIES: RAWN BY: p4'%4 0 R 11? G.` oD 8400 GALE: ADE No 5/5/2007 '"" 's+'reONA' t��♦ CASEMENT EV.LETTER: NTS EET: CWS-161 B 1 OF 7 a 6" MAX. 121/2" (TYP) MAX. O.C. 4„ SEE NOTE 6 (TYP) SEE NOTE 2 (TYP) MAX. O.C. ( � - A 4" . (TYP)- ( P) MAX. O.C. SEE NOTE 6 6" MAX. (TYP) 6" 12 1/2" j� (TYP) (TYP) MAX. .)O.C. SEE NO E 2 P 10" 1 ♦ 1 4" MAX. (TYP) T MAX. O.C. 6" MAX ( YT P1 V / I 14 3/4 ♦ MAX. O.C. B I (TYP) MAX. O.C. MAX. O.C. (TYP) P(TYP) - - ♦ ♦ B % B I \ I INSTALLATION ♦ ANCHORSTYP. NSTALLATION 1 I ANCHORS TYP. A O STALLATION A CHORS TYP. ANCHOR LAYOUT- (FLANGE) ANCHOR LAYOUT- (FLANGE) ANCHOR LAYOUT- (FIN) ANCHOR LAYOUT- (FIN) THRU FRAME(WOOD OR MASONRY OPENING) THRU FRAME(WOOD OR MASONRY OPENING) THRU NAILING FIN (WOOD OPENING) THRU NAILING FIN (WOOD OPENING) NOTES: FOR UNITS UP TO 37, x 72" FOR UNITS UP TO 3T' x 63" FOR UNITS UP TO 3T' x 72" FOR UNITS UP TO 3T' x 63" 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. AL I S ALLA 0 ANCHO S T E MADE 0 A CORROS ON RESISTANT MATERIAL OR GATING. B UPDATED PER 2010 FBC 12/5/2011 DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 58201 A UPDATE TO FBC CHANGES 03/17/2008 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL %tllnurr,+ � NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ������ goREke ���i♦ •.......,TL�i. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: N �� ;�� WINDOWS &DOORS ��JcP:'4�CE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) Na 5$201 '; 35 " 1900 SW 44TH AVE. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * t # = OCALA, FLORIDA 34474 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). * = TITLE' z ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE :9 ; 5TATE OF SERIES: RAWN BY: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT : 8400 ADE 5/5/2007 PROPRIETARYANDCONlFIDENTIAL 12/07/11 ♦��� t VERSION OF THE REFERENCE DOCUMENTS: O H) �_�� MODEL: DALE. c.No.: THE INFORMATION CONTAINED IN THIS DRAWINGIS THE SOLE PROPERTY OF CUSTOM +f�Ss-•••.,••• �,�'�� CASEMENT NTS CWS-161 �EV. FMA/AAMA100FINWINDOWS,FMA/AAMA200FLANGEWINDOWS, OW SYSTEMS, INC. IN ART OR AS A LE THE iif, 10Hi.' FMAIWDMA 250(BOX WINDOWS), FMA/AAMAANDMA 3OO(EXTERIOR)DOORS). WRITT N PERMISSION OWIN i% FCUSTOM WINDOIW SYSON LETTER: BSHEET: TEMS, MS, INC. IS PROHIBITED. 2 OF 7 I � 1 1 I / 1 I 1 I ` I I I I ` \♦ I I I C 7/8" OVERALL 1/8" ANNEALED GLASS 7/16" AIRSPACE 5/16" LAMINATED G SS 1/8" ANNEALED SS .090 DUPON VB INTERLAYER 1/8" AN LED GLASS 3 P FECT GLAZE "H" 1/2" GLASS BITE FULL SIZE 7/8" OVERALL /PURFECTGLAZE"H" ERED PACE NA D GLASS ED NT PVB INTERLAYER ALED CT GLAZE "H"LEX 552 IS&-L-11 FULL S 7/8" OVERALL 1/8" HEAT STRENGTHENED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED 3 PURFECT GLAZE"H" SIKAFLEX 552 // NJ u� GLASS TYPE C FULL SIZE WINDOW SIZE MAX D.P. GLASS TYPE 37 x 72 +/- 67.5 C-D 1/2" GLASS BITE /LAMATED ALL ERED LASS P E ATED GLASS STRENGTHENED NT PVB INTERLAY$— STRENGTHENED PURFECT GLAZE"H" 'I SIKAFLEX 552 FULL SIZE PER 2010 FBC tttt.ut►u► 10RE41/2,,FFe , WINDOWS & DOORS N. 56201 1900 SW 44TH AVE, OCALA, FLORIDA 34474 k TITLE: 9 STATE OF t!y GLAZING -LARGE MISSILE IMPACT 12/07/11 " �j�Ooc' •'c�DH1C34`,r FRIES: 8400 RA WN B ' ADE PROPRIETARYAND COPFIDENTYIL \2`; O CALF: SOLE PROPERTY OE I��'�� CASEMENT 1.8 RTORAS. INC. I9 WHOOLE EOTHOUTTVVINGISTHE WINDOWRITTEN PERMISS,INOFCUREPRODUCTION PRODUCOON IN P EV, LETTER: GLASS BITE 03/17/20081 im 7 EXTERIOR SECTION VIEW A -A SECTION VIEW C-C ALT FIN FRAME OTE: TEMS 14,16,17,19,20,25,27,32,34,37.38 2,44,45,50 ARE USED BUT NO HOWN FOR CLARITY. PROPRIETARYAND COWIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. RI( ?RI SECTION VIEW B-B Lliltialli PNOREbt�+���ii -4 : ' No 58201 9 =ro: ;lz P STATE OF I B I UPDATED PER 2010 FBC 1 12/5/2011 1 �GJ WINDOWS & DOORS 900 SW 44TH AVE. ICAL .FLORIDA 34474 --' SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPACT FRIES: 8400 B ' ADE 5/5/2007 MODEL: CASEMENT CALE: NTS G.ND.: CWS-161 . LETTER: B HET: 4 OF 7 Item# Part# Description Vendor Material 1 HL60308 FR. CASE, MAIN, HEAD MKRON PVC 2 K6030B FR, CASE, MAW, SILL MYRON PVC 3 K6030B FR. CASE, MAW, JR. RIGHT MKRON PVC 4 K6030B FR. CASE, MAW, JB., LET MKRON PVC 5 HE6030A FR,CASE,W/FN MKRON PVC 6 K6008 SASH, CASE, TOP RAIL MKRON PVC 7 1 K6008 SASH, CASE, BOT. RAIL MKRON PVC 8 K6008 SASH, CASE, SIDE RAIL, HINGE MKRON PVC 9 H46008 SASH, CASE, SIDE RAIL, LOCK MKRON PVC 10 HE1592 SCREEN RAIL, SDSBTM KEYMARK ALUM 11 K1593 SCREEN RAIL, TOR/SIDE KEYMARK ALUM 12 GLASS SEESHEET3 13 P-3028 SET. BLK, a5 DUE, 1l8" X 7/8" X 2" LG. FRANC LOWE RUBBER 14 R3029 SCREEN LIFT -OUT SUMMR 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 16 R3195 SCREEN SPRING, NO HOLE TENSION 17 R3197 SCREEN CORNER KEY M&M NYLON 18 FL3217 W5TP., WHITE LEAF SEAL, FRAME AMPS. BURY RUBBER 19 FL3228 SCREEN SPLINE, .155 DIA, ELK DAPA 20 R3281 SPACE; DURASFAL, SEE SHEET DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, SM-5504 SCREE SILICONE 22 R3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH U-TRAFAB 23 PURFECTGLAZE'H', SKAFLB(552 FENKEL, SIKA 24 R3539 #8 X 3/4" QUAD PH TEK ZINC, SCREW 25 P-3581 SC UI N CLOTH, 18 X 16 FIBERGLASS PHFER 26 P3587 #8 X 1" FH FH TEC 2, SS, SCREW FASTENAL SS 27 R-3613 CWS LBL. (LOGO) 28 P-3685 (58400 GOLD CERT. LABEL, NFRC: AB 29 FL3752 CAP PLUG, 1/2" HOLE M&M NYLON 30 FR38BI TEMPORARY LBL. (NFRCDP 31 P-3940 SNUBBER SS, PVC 32 F4003 TIE BAR GUIDE, ROTO. HIDNE ROTO SS 33 P-4004 #8.32 X 1/2" PH PH MS, SS (ROTO FDWE LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE LOCK, SS, ROTO HOWE (Use wl P4006) ROTO SS 35 P4006 LOCK, MULTFPONT, ROTO HDWE, WHITE ROTO SS 36 P-4007 ROTO. OPERATORS (FOR LET/RIGHT OPEN CASEMENT) ROTO SS 37 P4009 TRACK & SLIDER ASSML, ROTO OFER. ROTO HOWE, (13-1 ROTO SS 38 R4010 STUD BRKT., ROTO OPE R, L.R, ROTO FDWE ROTO SS 39 R4012 SHIM, ROTO OPERATOR ROTO FDWE (4.8wO ROTO NYLON 40 P-4014 HATDLE, STD, ROTO OPER, ROTO HDWE (VMirrE) ROTO ZINC 41 P4018 HINGES (LET/RIGHT FOR LET OR RIGHT OPEN CASBV84D ROTO SS 42 FL4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) ROTO SS 43 P-4021 #8.32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTO HDWE FASTENAL SS 44 R4024 GASKET, ROTO OFEt, ROTO HDWE, 1116" HOP 45 P-4031-FL4040 TIEBARS, ROTO HDWE 1.5 LOCKPOINTS, SS (BY OA HGT.) ROTO SS 46 R4050 RENF. COIL-ALUMNUM, 5052-H32 (.050 X .437), HD PRECISION STEEL ALUM 47 FR4043 STRKE MULTPGINT M&M NYLON 48 P4146 #8 x 3/4" PH FLAT T EK, SS FASTENAL SS 49 P4491 RBNF. COL-ALUMNUM, 5052-Fn2 (.062 X .656), HD PRECISIONS ALUM 50 R4641 #8 x 5/8" Ri FLAT TEC, #7 HEAD, SS FASTENAL 51 S-1505 REINF. CASE SASH KEYMARK ALSS UM 52 S•6064 GLZ. BD., 7/8" 1 MKRON PVC 3 PVC FLANGE H - 6030E 2 11/32" 2 114" 6 7 8 9 PVC SASH, CASE. H-6008 17/32"9132 10 1 " SCREEN RAIL, SIDE/BTM, H-1592 ALUMINUM 6063-T6 15 3„ 205 �112"ram-- T SCREW SUPPORT- P-3113 4 t U z2- PVC FR. CASE., MAIN (FIN) H-6030A PROPRIETARYAND COWIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. � �7/i6" 1/16" 46 COIL, .05 X .437, P-4050 ALUMINUM 5052-H32 21/32" 1/16" 49 COIL, .062 X .656, P-4491 ALUMINUM 5052-H32 L CORNER WELD (ALL SIDES) SASH CORNER CONSTRUCTIf" 17132" 11 19/32" SCREEN RAIL, TOP/SIDE, H-1593 ALUMINUM 6063-T6 7/32" 52 27/32" PVC GLAZING BEAD - 6064 UCAS A. TURNER, FL P.E. 58201 ��� p10RE1gr <� J; No 58201 0: STATE OP w� O R ONA� 0 CORNER WELD (ALL SIDES) 3/4" 51 11/16" SASH REINF. S-1505 ALUMINUM 6063-T6 I B I UPDATED PER 2010 FBC 1 12/5/2011 1 J WINDOWS & DOORS SW 44TH AVE. -A, FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSLE IMPACT 8400 PRAWN BY. ADE 5/5/2007 CASEMENT CALF: 12 G' O.: CWS-16 EV. ETTER: B E : 5 DF 7 CONCRETE/MASONRY BY OTHERS 7 1/2" MIN. EDGE DIST. SEALANT BETWEEN BUCK [C] I AND OPENING BY OTHERS MIN. EMBEDMENT > �' • a • o •• Ic] • s. .•n.� o. O • O • o. O ~ EXTERIOR FINISH fir• • 1 BY WOOD BUCK BY OTHERS [A] BY OTHERS PERIMETER SEALANT BYINSTALLER 1/4" MAX SHIM [B] SEALANT BEHIND o FLANGE BY INSTALLER INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW WASHER THRU SCREW ^^ SUPPORT [C] } SEALANT BEHINA&go&. VA FLANGE BY INSTALLER PERIMETER BYINSTALL EXTERIOR F BY OTHERS n e.•p ?'.00� , o��� �• o.00... > • Y CONCRETEWASONRY BY OTHERS - 1 BY WOOD BUCK INSTALLATION ANCHOR, BY OTHERS [A] 3l16" DIA. MASONRY SCREW. 1/4" MAX SHIM 1/4" MAX SHIM WI WASHER THRU SCREW • q [B] [B] SUPPORT [C] .. II — 7= � � u LA •��� ,••• ;✓1 /2_' MIN. EDGE DIST. [C] •OVA .r SEALANT BEHIND + : °o•S� 1 1/4„ MIN. EMBEDMENT PERIMETER SEALANT FLANGE BY INSTALLER BYINSTALLER ICl PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH B HORIZONTAL SECTION BY OTHERS 'CHORIZONTAL SECTION 6 FRAME(MASONRY) * 6 FRAME (WOOD), , , INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] —SEALANT UNDER SCREW HEAD BYINSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS -[/]" MAX SHIM B O: • O. O: :• o o moo.• —SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS UC"A$A.'fURNER, FL P.E. 58201 H UPDATE T O FUG GHANGES I U3/1 /%GUUt1 ♦�t�, %411111111, DRE14t 'lle —1 1/4" MIN. EMBEDMENT �y P", `�" �G �F �2 ++ WINDOWS &DOORS MIN. EDGE DIST. No 58201 b : 1900 SW 44TH AVE. [C] OCALA, FLORIDA 34474 1 3/8" MIN. EMBEDMENT [D] A • 2 BY WOOD BUCK BY OTHERS [A] f-T 7/8" MIN. EDGE DIST. [D] INSTALLATION ANCHOR, A #10 WOOD SCREW W/ WASHER THRU SCREW • 0 SUPPORT [D] SEANT BETWEEN BUCK D AND OPENING BY OTHERS_ y LACONCRETE/MASONRY': BY OTHERS EXTERIOR FINISH BY OTHERS T - Y TE: HEAD AND JAMB MILAR FOR 2BY INSTALLATION. INSTALLATION ANCHOR, 3/16" DIA. L INSTALLATION SAME AS ROWN p MASONRY SCREW W/NEOPRENE BELOW BACKED WASHER THRU SCREW SUPPORT [C] SEALANT BEHIND FLANGE BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT 1!4" MAX SHIM BYINSTALLER [B] EXTERIOR FINISH D • . o • • o . BY OTHERS • D D•• D • •D• D ° D•o D.i • o • ° D � •D•°D •• • • • D D D ° D 11 1/4" MIN. EMBEDMENT [ c ] r D• ° o ° D. • D D • D D D D D REFERENCE NOTES: • o • D D • D • D • • ° [A] SEE NOTE 1 °,SHT 1 [B] SEE NOTE 283, BHT 7 2 1/2" MIN. EDGE DIST. [C] SEE NOTE 4, Slj'J [D] SEE NOTE 5, SI,, CONCRETE/MASONRY BY OTHERS [C] [E] SEE NOTE ALTERNATE PRECAST FRAME (MASONRY) B I UPDATED PER 2010 FBC 1 12/5/2011 1 * ITLIN EE� ^'0 SALLATION ANCHOR THRU FRAME DETAIL- LARGE MISSILE IMPACT SECTION ^" la STATE OF : /C/Z Y) 12�07�11 + = SERIES: RAWN BY: ASONR "©,�•, T ti : �; 8400 ADE 5/512007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM r+�I�'y .... -�+•` •� ����, OD SCALE: G. O.: WWINDOW SYSTEMS, INC. RITTEN PERMISSION OF OUSTOM WINDOW SYSTEMS.TR ASA IS WHOLE PROHIBITED.WITHOUT THE 1,;A.?/O[*-A' E• ��� CASEMENT E E TER: NBS EET: 6 OF 7 61 �Jr 9 SHEATHING BY OTHERS SEALANT BEHIND FIN BYINSTALLER 1 1/2" MIN EMBEDMENT [E] INSTALLATION ANCHOR, #8 WOOD SCREW w/ WASHER. [E) EXTERIOR FINISH — BY OTHERS o ; 2 BY WOOD BUCK .•d BY OTHERS [A] 2 BY WOOD BUCK 1/4-MIN EDGE DIST PERIMETER SEALANT Ito BY OTHERS [A] [E] ' BYINSTALLER 114" MIN EDGE DIST INSTALLATION ANCHOR,98 WINDOWWRAP[E] BYINSTALLER pm=om" WOOD114" WASHER. SCREW w/ MAX SHIM IB] LLLL����..1/4"MAXSHIM [B] [E] WINDOW WRAP — BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 111" MIN EMBEDMENT [E) F HORIZONTAL SECTION af ° �� FIN (WOOD) SHEATHING i° 4j BY OTHERS c ••!E e° _ •o ••.. EXTERIOR FINISH-—yyINDOW WRAP BY OTHERS BYINSTALLER 1/4" MAX SHIM IB] SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER 1� MIN EDGE DIST [E] 2 BY WOOD BUCK •°q u• BY OTHERS [A] ° INSTALLATION ANCHOR, B UPDATED PER 2010 Jbl• #8 WOOD SCREW w/ REFERENCE NOTES [Al SEE NOTE 10, SHT 1 I [B) SEE NOTE 203 SHI TA., I [C) SEE NOTE 4, Sl, [D] SEE NOTE 5, Sf [E] SEE NOTE 6, S12.- 12/5/2011 •o•°• WASHER. LUCAS A. TURNER, FL P.E. 58201 A I UPDATE TO FBC CHANGES I UJ/T //ZUUC `NOREvv �fl-ti P; F 7V T��Q ��� on { o [E1 ---- Li 1 1/2" MIN EMBEDMENT 4`°� G S • C v F •• '� WINDOWS & DOORS (El '� '� t• No 58201 : 1900 SW 44TH AVE. i j yy OCALA, FLORIDA 34474 E VERTICAL SECTIONZ TITLE INSTALLATION ANCHOR FIN DETAIL- LARGE MISSILE IMPACT 7 FIN [wooD) h :� �, STATE OF : lu: i�0T •'. �,` SERIES: 8400 RAW BY: ADE 5/5/2007 PROPRIETARYAND CONFIDENTIAL 12/07/11 O \�u �iS' •"' O CASEMENT C EETTE O.: 61 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM SYSTEMS. INC. REPRODUCTION PART AS AWHOLEWITHOUT THE �i t? �� `�.��sf(jjvp BS E .LET SHEET: 7 OF 7 WWINDOW TOM WINDOW SIN RITTEN PERMISSION O� IS PROHI 1,�`a```� ,OR