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HomeMy WebLinkAboutProduct Approval Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 42.1 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301.1(3). Converted to Vasd according to R302.1.2.1.1 WELLES 7665 GREENBRIAR CIRCLE PSL FL Florida Building Code Online Page 1 of 5 `�. _ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map [ink, Search Product Approval b a FL17184.07 OPAGUE IMPACT FIBERGLASS SINGLE DOOR W WO SIDELITES r � USER:Public User _ INSWING OUTSWING Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail I. • • FL# FL17184-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King,P.E. ,/ Validation Checklist- Hardcopy Received Certificate of Independence FL17184 R6 COI (c)Certificate of Indeoendence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By https://www.floridabui Iding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiIIB... 10/26/2018 Florida Building Code Online Page 2 of 5 Florida Licensed Professional Engineer or Architect FL17184 R6 EQu y (a)Equivalency of Standards odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/15/2018 Date Validated 08/15/2018 Date Pending FBC Approval 08/21/2018 Date Approved 10/08/2018 Summary of Products Go to Page Page 1/2 d FL# Model, Number or Name Description 17184.1 a.Fiberglass Door "Impact"Fiberglass Glazed Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R6 II (b) Inst 17184.1_pdf 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 17184.1 for any additional use limitations, FL17184 R6 AE (a) Eval 17184.1.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.2 b.Fiberglass Door "Impact"Fiberglass Glazed Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R6 II (b)Inst 17184.2.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 17184.2 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.2.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R6 11 (c) Inst 17184.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 17184.3 for any additional use limitations, FL17184 R6 AE (a)Eval 17184 3 odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.4 d. Fiberglass Door "Non-Impact"Fiberglass Glazed Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6_11 (b)Inst 17184.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.4 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.4.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.5 e.Fiberglass Door "Impact"Fiberglass Opaque Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17184 R6 li (a)Inst 17184.5 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 17184.5 for any additional use limitations, FL17184 R6 AE (a) Eval 17184.5.1)df installation instructions and product particulars. Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiIlB... 10/26/2018 Florida Building Code Online Page 3 of 5 17184.6 f. Fiberglass Door "Impact"Fiberglass Opaque Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (b)Inst 17184.6.1)df 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 17184.6 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.6.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.7 g.Fiberglass Door "Impact"Fiberglass Opaque Single Door with or without Sidelite(s) (X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a)Inst 17184.7.pdf 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 17184.7 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.7.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.8 h. Fiberglass Door "Impact"Fiberglass Opaque Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (b)Inst 17184.8.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 17184.8 for any additional use limitations, FL17184 R6 AE (a) Eval 17184.8.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.9 i. Fiberglass Door "Impact"Fiberglass Glazed Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a)Inst 17184.9.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 17184.9 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.9.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.10 j.Fiberglass Door "Impact"Fiberglass Glazed Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (b) Inst 17184.10.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 17184.10 for any additional use limitations, FL17184 R6 AE (a) Eval 17184.10.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17184.11 k. Fiberglass Door "Non-Impact"Fiberglass Glazed Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal TO in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a)Inst 17184.11.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 17184.11 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.11.0dr installation instructions and product particulars. Created by Independent Third Party: Yes 17184.12 I. Fiberglass Door "Non-Impact"Fiberglass Glazed Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a)Inst 17184.12.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P,E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.12 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.12.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.13 m. Fiberglass Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiIIB... 10/26/2018 Florida Building Code Online Page 4 of 5 "Non-Impact" Fiberglass Opaque Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 tI (a)Inst 17184.13.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 17184.13 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.13.1)df installation instructions and product particulars. Created by Independent Third Party:Yes 17184.14 n.Fiberglass Door "Non-Impact"Fiberglass Opaque Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 ti (a)Inst 17184.14.udf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184,14 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.14.odf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.15 o. Fiberglass Door "Impact"Fiberglass Glazed Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 It (a)Inst 17184.15.0f 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 17184.15 for any additional use limitations, FL17184 R6 AE (a) Eval 17184.15.0df installation instructions and product particulars. Created by Independent Third Party:Yes 17184.16 p. Fiberglass Door "Impact"Fiberglass Glazed Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a) Inst 17184.16.pdf 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 17184.16 for any additional use limitations, FL17184 R6 AE (a) Eval 17184.16.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.17 q. Fiberglass Door "Impact"Fiberglass Opaque Single Door with or without Sidelite(s)(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a)Inst 17184.17.pdf 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 17184.17 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.17.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.18 r. Fiberglass Door "Impact"Fiberglass Opaque Double Door with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 7'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a) Inst 17184.18.1)df 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 17184.18 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.18.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.19 s.Fiberglass Door "Non-Impact" Fiberglass Glazed Single(Steel Reinforced Stiles)Door with or without Sidelite(s)(X,OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a)Inst 17184.19.udf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 17184.19 for any additional use limitations, FL17184 R6 AE (a) Eval 17l84.19.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes 17184.20 t. Fiberglass Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvCo3 EapiIl B... 10/26/2018 Florida Building Code Online Page 5 of 5 "Non-Impact"Fiberglass Glazed Double(Steel Reinforced Stiles)Door with or without Sidelites(XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17184 R6 II (a) [list 17184.20.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 17184.20 for any additional use limitations, FL17184 R6 AE (a)Eval 17184.20.1)df installation instructions and product particulars. Created by Independent Third Party: Yes Go to Page W 40 ® Page 1/2 {� Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click her . Product Approval Accepts: ¢Chug Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3 EapiIlB... 10/26/2018 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 ReportProduct Evaluation / / 7.184.7 Septeniberl Product Sub Category Manufacturer Product Name Category Plastpro Inc. Glazed Fiberglass Single Door Exterior Swinging Exterior Door 5200 W CENTURY BLVD. w/or w/out Sidelites Doors Assemblies LOS ANGELES,CA 90045 Inswing/Outswing (440)969-9773 "Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E.(System ID# 1998)for Plastpro Inc. based on Rule Chapter No. 61 G20-3, 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 6th Edition (2017) Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". 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 areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-17184.7 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17184.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 2004-09-24-029 ASTM E330-02 and ASTM E1996/1886-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01391120 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E 2. Miami Dade NOA Materials 17-0712.04 Saflex®PVB Interlayers(Eastman Chemical Company) 3. Drawing No. Prepared bV Signed&Sealed by No. FL-17184.7 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. �������eesireoiio 4. Calculations Prepared b ( ) ,♦♦��F: Sealed by G n✓ll�j s�o�Lyndon F.Schmidt, P.E. AnchoringRW BuildingConsultants, Inc. CA#9813 5. Quality Assurance �•� ;° ��° `5F•••.• �Pv Certificate of Participation issued by National Accreditation and No 43409 e Management Institute, certifying that Plastpro Inc. is manufacturing producte within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. �13 STATE OF :��® �© •°•�` Lyndon F.Schmidt,P.E. O R X�° ��♦♦♦ FL PE No.43409 Sheet 1 of 1 AX-�po��,♦ 10/10/2017 A, _� rn y •ast r 0 � �` U M Nt 0• Z -J 0 .* �: Z �,• ®�H O rn 5200 W. CENTURY BLVD. =A; Q ° M co LOS ANGELES, CA 90045 ` z o� o ❑❑ O N 0 ,4 Z 3 v 41 x Z OPAQUE FIBERGLASS SINGLE DOOR 115.0"MAX.OVERALL FRAME WIDTH o o o 6 0 w co 37.25 MAX. 37.5"MAX. a " m ° m w/ or w/out SIDELITES FRAME WIDTH OVERALL ` c ILL FRAME WIDTH Z o INSWING/ OUTSWING i '.5°„ 00 0a -1 El 00 "IMPACT" M F-1� X Zco 0 Z Z �2 00 LU MCI v0 �Q GENERAL NOTES ¢ ¢ z z w LU LU oz LU > Z > O o ocv'r, J ;�0 6 1. This product has been evaluated and is in compliance with the 6th Edition O = O , 0 �n W� (2017) Florida Building Code (FBC) structural requirements excluding the Q w ¢ � JIUIJ U g w � J w "High Velocity Hurricane Zone" (HVHZ). _ LU Q-_m Q Q o w Ln =LLJI O X - L` U Cn a Q a o w 3 2. Product anchors shall be as listed and spaced as shown on details.Anchor � a o cr� cr� o embedment to base material shall be beyond wall dressing or stucco. OX a a 3. When used in areas requiring wind borne debris protection this product on complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes 0m m Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2& OXO o -o R301.2.1.2.1. X • [j o 0 co 4. For 2x stud framing construction, anchoring of these units shall be the same w w 9 as that shown for 2x buck masonry construction. `n LL XQ w 75 5. Site conditions that deviate from the details of this drawing require further o 0 Q engineering analysis by a licensed engineer or registered architect. Q Q 00 � a o TABLE OF CONTENTS MAX. MAX. SIDELITE DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) SHEEP# DESCRIPTION CONFIGURATION FRAME D.L.O. INSWING OUTSWING N N Q 1 Typical elevations,design pressures&general notes DIMENSION DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE o LL 2 Door panel details ^ z if 3 Sidelite panel details and glazing detail X 37.5" X 98.0" N/A +65.0 -70.0 +65.0 -65.0 N z 0 z to 4 Elevations DATE: 02121112 z 5 Horizontal cross sections OX/XO 76.25" X 98.0" 20.5" X 78.25" +50.0 -50.0 +50.0 -50.0 SCALE: N.T.S. 6 Vertical cross sections DWG. BY: JK D 7 Vertical cross sections 0 8 Buck anchoring OXO 115.0 X 98.0 20.5 X 78.25„ +50.0 -50.0 +50.0 -50.0 CHK. BY: LFS 9 Frame anchoring DRAWING NO.: 10 Hardware details FL-17184.7 0 11 Bill of materials and components N SHEET 1 OF 11 O v _6� �, rn 1.02" EXTERIOR 3.68 o �. � .�.:� y 1-c i V `. ' Z � COn TOP RAIL ��i/ • . �ir � > >° rn (COMP.] • • Z o ro o m 711111 Iti� U N : Z 3 HINGE STILE STILE Z 0 Z op Cellular PVC INTERIOR REINFORCEMENT LOCK STILE(LVL) l ' o Ec 0) �° c w STILE (STEEL 0.15"X 1.43") \\ \ o in`f 5 z m 1-4 REINFORCEMENT LATCH STILE v p m n n w Cellular PVC `` (LVL) 1 HORIZONTAL CROSS SECTION E 0 Z N 2 FOAM CORE 0 > o (POLYURETHANE- o a 1.9 PCF MIN.) 00 35.75"MAX. Q LL DOOR o m PANEL WIDTH m �� J w 0 2 m Ld v"'i EXTERIOR INTERIOR m o rn o o o a a � » m 3 S 0 0 w 0 = m m ° LL, SEE HARDWARE TABLE FIBERGLASS SKIN 2, ¢ (0.086"THICK) ~ -0 w N (/) LL O z co 0 ® wo 0 J ~ W 2 Xco o0 a N HARDWARE CHART 0 a o ¢n Q MANUFACTURER MODEL > KWIKSET LOCK SIGNATURE SERIES L m DEADBOLT: SIGNATURE SERIES(780) N N Q LL LOCK: YH COLLECTION BOTTOM RAIL o 'm PALE DEADBOLT: YH COLLECTION(80 SERIES) (COMP.) a ^ p 0 EJ z KNOB: "F"SERIES(F10) r7 SCHLAGE Z DEADBOLT: "B"SERIES(B60/62) DATE: 8/25/14 ? W 40 BOOR PANE! SCALE: N.T.S. cc a DWG. BY: AL m o 2 VERTICAL CROSS SECTION CHK. BY: LFS 3 a 2 DRAWING NO.: 4 N V FL-17184.7 0 N m SHEET 2 OF 11 V K G1 ' �.`�� • .Btu'� u, 3.68 �:'• �. ' to 1.02' EXTERIOR 1.75"-- _ ' c 0. �=6 M L0 00 : �° Z .y: z ° Obi to u� ¢ .L e- to m TOP RAIL �'��� ���� z 0 0D z0 m HINGE STILE INTERIOR STILE (COMP.) �� Q 04 o x 4 o U Cellular PVC REINFORCEMENT LOCK STILE(LVL) `�! v Z m z STILE (STEEL 0.15"X 1.43") LATCH STILE ° It Q s m 00 REINFORCEMENT '� a Cellular PVC � m a a (LVL) 1 HORIZONTAL CROSS SECTION FOAM CORE C o h 3 (POLYURETHANE- ; c°o? 1.9 PCF MIN.) o J,a 0 W STRUCTURAL SILICINE(DOW 995) 5/8"GLASS BITE v 24.22"MAX.00 cn FRAME WIDTH NON STRUCTURAL SEALANT EXT. 0_ o w 20.5"MAX. 1"OVERALL GLASS THK. O 61 D.L.O.WIDTH 1/8"ANNEALED GLASS o w G1 0 35 X "DOOR -- — - 0.090 SAFLEX®PVB M PANEL WIDTH _—__.__ INTERLAYER o w v cn 1/8"ANNEALED GLASS INTERIOR EXTERIOR co a w U � � o, AIR SPACE o � 1 1/8"TEMPERED GLASS w a 0 3 a a. �' #7-19 X 1-3/4"PPH ALUMINUM SPACER r = SELF DRILLING SMS $/� INT. m o _ = NON STRUCTURAL SEALANT 00 a m m m }� G1 GLAZING DETAIL ^� N O (n LU z 0 Q o U FIBERGLASS SKIN w w g 4 - (0.086"THICK) ix_ > w v d � N © GV a0 O O >'o O 04 ^ ~ 0- 0D x Q as o � 3 _ _ » z o � i° I--0.063" F n. _ N N I \N H Q 001 // - N O Z _ 0 z a BOTTOM RAIL — DATE: 8/25/14 Z D 3A ODtn!lTEPRAME (COMP.) SCALE: N.T.S. (AluSlDELITE PANEL 4.2"' � DWG. BY: AL m o b0 (TYP.) CHK. BY: LFS 3 2 VERTICAL CROSS SECTION DRAWING NO.: ODL LITE FRAME $ FL-17184.7 N N 2 SHEET 3 OF 111 U .......... to C5 IL 0) z -i z z 0 to C2 < 1: Lo in fe) z C) 6 0 V) z Z 0 0 x Z cj E 0) ca 0 0 w 0 o- 0 :-j 6 r It 0- LL cn M CP Ui LL 00 r 0 c z 0 C Ld 0 > 1 2 C) rl 2 1 2KI V2 Kl 2 6 6 7 7 ui T1W I Of 004 Q 4 4 cj 0 C-� V) U- w rF-01 Q:co a m fz:s T U) <U) u C) D 0 0 li Of < a- 0- 0 0 --3 M 9 4Lj 4 47 L CEO_ ECL 0 0 cl 11 V) CL) z LL 0 V- 00 V) r, lLLL—==jlj ILL6A I LL!:� lk� 2-j coin LL ra > �-j �U- 3 4 < lot 0 < 4 0- EL C� 73 K3 4 �5 t :3 z 7 7 7 6 A 6A6,) 6 ul C4 04 ELEVATION (X) ELEVATION (Xo-ox) ELEVATION (OXO) ^ o M z C14 0 0 I I I FIZI z LU DATE. 02121112 z z < Z SCALE: N.T.S. J cef LU R u DWG. BY: JK m .si CHK. BY: LFS V) DRAWING NO.: 0 FL—17184.7 .cu ISHEET 4 OF__Ll 1-1/4"MIN. ......... EMB. (TYP.) E EXTERIOR 9 E ��; % LO b0 11 K : ® �• i:. °EXTERIOR •U5 v LL �c ma's B_Z _ h D M 27 Z �O e ° `•�z 0 O M OD Z U N m' a+ 0 Q. `h 01 o a n Lp o m cw °n ° m Ut _� O O0- CP K SEE NOTE 1 40 V �b a N m a. a Li- ... ° L ^' p ` a ° O Z INTERIOR > o INTERIOR 8 ° 0 r-Li 0 a N 7 ° J 21 20 ° Uj 4 p /� 8 4 � 21 20 1-1/4"MIN. A C 21 20 C'SINK L D (3o z EMB. (TYP.) (TYP.) C z r� Q I-•—C-SINK 1-1/4"MIN. ocn zw (TYP.) EMB. (TYP.) �g m o� E B C 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION g W =o $ Shownw/1Xsub-buck 5 rLm a 0 1 HORIZONTAL CROSS SECTION o 0 5 0 Q .3 n NOTE: 3 1. Spacing for item K:b from ends 11 88 s and 8 more equally spaced along Q sidelite (10 total). EXTERIOR 88 M 27 EXTERIOR K SEE NOTE 1 m m 0 SEE NOTE 1 K CU z v ww O to L CL 0 0 77� Q a z a - 7 N a •^- 40 � w Z 60 40 7 60 N N Q J INTERIOR 7 INTERIOR 8 N o Z U LU Z 8 DATE: z z O LU 21 20 L 21 20 SCALE: N.T.S. V L DWG. BY: ,JK m C 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cHK. BY- LFS DRAWING NO: 5 Shown with 2X reinforcement 5 Shown with 2X reinforcement FL-17184.7 N m m a v SHEET 5 OP 11 v =z M — , r, tL Z .••�.". Fes- O z O ap O to ' x O \ o Z 0zU M \m C 0 �� � m w E a a d `t°` o U� -t o a.. a Q aIn maaT, d e m ti d C o a ® cz e 3 v° . 40 EXTERIOR INTERIOR ° C Z , A zCL 20 21 � 40 .— w 00 p U EXTERIOR INTERIOR ?a En -- 40 o to U) 30 cc: } o LL z � � 1 VERTICAL CROSS SECTION 32 ° m Of 3 N m 20 21 o b Outswing shown-inswing also approved to c5 � U r- w Q m Q V E EXTERIOR INTERIOR o w 2 2 VERTICAL CROSS SECTION °" O b Outswing shown-inswing also approved > ? m Shown w/1X sub-buck 5 VERTICAL CROSS SECTION m m N INTERIOR EXTERIOR b Shown w/ADA threshold INTERIOR EXTERIOR N z 40 w W o 00 INTERIOR EXTERIOR LO _ 7 40 00 0 30 40 z � 31 Qa a 33 z z Ix CL E b Sb E N LU F- LL 1 E L ^ o o N a d ° e °n a d - e _ ° e '- 0 Z d -e a O. a Qi Z U a - ° - e z d a o e a e d Q a d a DATE: 02121/12 z ° e e a d e e e o e a ° e ^ o d a SCALE N.T.S. 9 W e e DWG. BY: JK M 3 VERTICAL CROSS SECTION b VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION CHK. BY' LFS b Inswing configuration b Shown w/O.S.ADA bump threshold b Outswing configuration DRAWING NO.: N a FL-17184.7 a SHEET 6 OF_I 1 N E NOTE �� � . ®i�y�i .0 v v ° a Q ° d ` 1: ••• bij �• 1. Spacing for item K: 6'from each end 0) o J= v a a and at centerline(3 total). �: d �C ;<=Z ,. Z .. O� Of n (B —� z p L� o Q _ c ','`,J/1/•- .. •, ��,```'`�� OZ 0 to m z0 m �tti i a 04 •• C r LU J c7 0 z°O z C z � L 0,=0 mcw maaU_ 60 W LL - -- W m C Z Eo C. K ct _ 60 — g Cw � za o -n. o SEE NOTE l l o N � 20 21 SEE NOTE 1 K 21 20 EXTERIOR INTERIOR EXTERIOR INTERIOR Q� V) Z0 J4- 3 1 VERTICAL CROSS SECTION o w 0 7 Outswing shown-inswing also approved 2 VERTICAL CROSS SECTION Cr_n J 7 Shown w/shown X�b- u inswing also approved �w N w 0 CL Cn ¢ U ai O c 3 0 O a a 9 3 INTERIOR EXTERIOR m c ° INTERIOR EXTERIOR 0 m m INTERIOR EXTERIOR 50 K SEE NOTE 1 0 0 SEE NOTE 1 z SEE NOTE 1 co 1-1 29 K 50 50 K 20 21 w o LLA to u') z � 31 35 zC oo F 34 _ W W Q Q E � E z W O N c a c Zj W Z d d; - e e a - a d- - - :p -- p o ° N N Q J d e e a e a e a e a b - o o. o.e e N ^lal 0 Z n n d n U ED a DATE: 02121112 z w SCALE: N.T.S. 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION -- — — m 7 Inswing configuration 7 Outswing configuration 7 Outswing configuration DWG. BY: JK p CHK. BY: LFS 3 DRAWING NO.: a FL-17184.7Ell 0 m SHEET 7 OF 11 v M a=- -J // • ���' LL J 0 (000 4!' 4 /� ....... `� > M 0) En 4.. (TYP.) (TYP. /��f * ��� z o ao 0 r ��il 1 1� v N z 4 (TYP-) m'P) 8 4" v a X z° Q TYP.Q 1 0 ca o W • i,. .: •. o 0 o 0- a, _ Q ,, \d a d m a a. u. 1 rtL Q. I I '�• � I I I I m � � CD � � II D rr II II p o Tw o D I I n TYP.HEAD Y TYP.HEAD &JAMBS TYP.HEAD MASONR MASONRY7MASONRY7 I I I I &JAMBS 1.0 OPENING &JAMBS OPENING I I OPENING00 I I I I Ir II II II �cr: J I� I I I I zo z 2X BUCK 2X BUCK 2X REINFORCEMENT) I 1 � �"' o SHOWN FOR REF. I I 2X BUCK ( CEMENT)"( ag ONLY I( I I 2X REINFORCEMENT (I V)O w Q II I I SHOWN FOR REF. I I �m 0 v = II II ONLY (I �' ¢Cr m >< I I I I >< - o °' II Q � II II < >- x II = II II = Q o g II Nv, II II Nv a a 3 �20 11 � p it II � 0 » m 21 mm a *'•• (n BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING w w o X OX/XO OXO J Of LL y t0 Q CONCRETE ANCHOR NOTES: o 0 a I. Concrete anchor locations of the comers maybe adjusted to maintain the min. j o edge distance to mortar joints. 2 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to Ea LJ maintain the min.edge distance to mortar joints,additional concrete anchors N a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. N o -J 3. Concrete anchor table: ^o N WIN., MIN.CLEARANCE cV o ANCHOR ANCHOR: MIN. z U TO MASONRY TO ADJACENT' z TYPE- SIZE EMBEDMENT EDGE '. ANCHOR DATE: 02/21/12 z SCALE: N.T.S. of or TAPCON® 1/4" 1-1/4" 2" 4" DWG. BY: JK m' ELCO ® 1/4" 1-1J4" 1" 4" CHK. BY: LFS 3 o ULTRACON DRAWING NO.: o WOOD SCREW INSTALLATION NOTES: ro a 1.Maintain a minimum 518"edge distance, I"end distance,& I"o.c.spacing of FL-17184.7 0 wood screws to prevent the splitting of wood. SHEET 8 OF 11 N v V a - - to 3"(TYP.) rrr�••' •• .. �G�` ? 6"(TYP.) T'(TYP.)—.- 3 (TYP.J //�l r i �t� v N •• z 6.(TYP.) to 0 6 (TYP.) 7"(TYP.)—► ^® � z Z v n n .Cp m c W U)CA � m a a T _ � o ( 2X BUCK _ I — — — — — n_ o w a _ — _ �, 1X BUCK �O N U — L 2X BUCK MASONRY L 2X BUCK — MASONRY ¢ CL 10 MASONRY OPENING O J 1X BUCK OPENING � 1X BUCK OPENING TYP.HEAD — - - &JAMBS nP•@ — TYP.@ HEAD AND' � 1-0 HEAD AND FRAME JAMBS v O do z JAMBS o FRAME �� _ — FRAME "- — — J v _ L X L TYP. u' W a Q °_ TYP. — — — Q n aim � � — — — TYP.@SILL 2X BUCK TYP.@SILL cEo U v o 2X BUCK C14 U TYP.@SILL C14 (? v p TYP.@ SILL O TYP.@ SILL �+' O o F- = N N 2X BUCK N a a F — — F -' — F N p p m o 0' c a O O O O FRAME ANCHORING FRAME ANCHORING FRAME ANCHORING co c� 0 X XX OXO w w v to vo � � o0 CONCRETE ANCHOR NOTES: �w- 1. Concrete anchor locations at the corners may be adjusted to maintain the min. Qn o o2 edge distance to mortar joints. > > U 2. Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to a maintain the min.edge distance to mortarjoints,additional concrete anchors `•`' w Id may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. Z 0 3. Concrete anchor table: N p MIN.CLEARANCE MIN.CLEARANCE ANCHOR ANCHOR MIN. ^ z TO MASONRY TO ADJACENT N 0 0 LL TYP_E SIZE EMBEDMENT Z U ;EDGE ANCHOR a ITW DATE: 02121112 z I TAPCON® 1/4" 1-1/4" 2" 4" SCALE: N.T.S. LU < ULTRACON0 1/4" 1.1/4" 4" DWG. BY: JK m a ITW CHK. BY: LFS 3 U TAPCON® 3/16" 1-1/4" 3" 1-1i2" DRAWING NO.: .. WOOD SCREW INSTALLATION NOTES: FL-1 7184.7 - a 1.Maintain a minimum 5/8"edge distance, I"end distance,& I"o.c.spacing of V) wood screws to prevent the splitting of wood. SHEET 9 OF i 1 N n. c v c� m z • ®.". Orn ti* 111% o V) 0D z 0 N •• O Q o41 0 X Z of 0. L 0 O m c W 3 o U s} O a o (n M 5 s m co • \ a. m a D_ w 00 • : E oZ � _ U C(tJ n N Do J?'a. o Ol 0 N in (n co Vh zo o ov) • • ' acv) m ' • a� m Q 3 (/)0 m W G I BUCK a a Q 2S 2X BUCK o ® • M 0 o • 1 X BUCK H 9 0 a 0 2X BUCK K m .3 N .• 2/7 10 O _ MN d O 0 10 v W W Q N LATCH&DEADBOLT DETAIL HINGE DETAIL o o w CL • o 0 z z 0 a z a N e1 Q o h 0 N a STRIKE JAMB HINGE JAMB z `,' z Ll z US DATE: 02121112 z SCALE: N.T.S.Lu ° a DWG. BY: JK m' c .. CHK. BY: LFS 3 0 o DRAWING NO.: FL-17184.7 N .N O u SHIM 10 OF 11 0 J LO 4.56" Lo BILL OF MATERIALS ,�O: '•.'l � to REM# DESCRIPTION MATERIAL �/• ( • A 1 X BUCK (SG>-0.42) WOOD N 7 z 4'.O Z;- o rn B 2X BUCK (SG>=0.42) WOOD II Gj; a C 1/4'MAX.SHIM SPACE _ N f---2.36" - 2.2" - i// ;•., �. .• G,� v m 00 D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL � �C•• •• z o 00 0 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI HEAD&SIDE i��1 �� o � z E CONCRETE 20 Jamb v a 0 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 m � z o z F 1/4"X 2-1/4 ELCO OR ITW CONCRETE SCREW STEEL 4.56" - co n r o °° c w G 3/16"X 3-1/4 ITW CONCRETE SCREW STEEL I ( co 2.12" a a ° ° a H 1/4 x 3-1/4 PFH ELCO OR ITW CONCRETE SCREW STEEL ° U. m a a m C o J 1/4'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N z K #9 X 2-1/2"PFH WOOD SCREW STEEL o >La L #10 X 2-1/2"PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL I M #8 X 2"PFH WOOD SCREW STEEL f-- 2.44" .I„ 2.13" N 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 29 SIDELITE SPACER 7 FORCE 5 WEATHERSTRIP (ENDURA) FOAM 21 HEAD&SIDE ISSLB -- cis Q In- 8 COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL) FOAM Poly fiber jamb zo �z ww 9 4"X 4"BUTT HINGE STEEL 10 #9 X 1"PFH WOOD SCREW STEEL D;V) M �a gw11 #9 X 3/4"PFH WOOD SCREW STEEL w o0 20 FINGER JOINTED PINE FRAME, HEAD &HINGE JAMBS WOOD "' ' a J' d 21 POLY FIBER JAMB COMP./VINYL —4.56' "' 4.56" � j `` O °a 27 LATCH STRIKE PLATE STEEL o 28 DEADBOLT STRIKE PLATE STEEL _ a 29 SIDELITE SPACER (ISSLB) PVC m 30 DOOR SWEEP PVC 31 OUTSWING THRESHOLD BY DLP (QOSH) ALUM./WOOD 32 ADA THRESHOLD BY DLP (ISHC) ALUM. " " OUTSWING THRESHOLD INSWING THRESHOLD fall 33 INSWING THRESHOLD BY DLP (ISCS) ALUM./WOOD 31 QOSH 33 ISCS 34 SIDELITE THRESHOLD BY DLP (ISH/EIS) ALUM./WOOD o 0 35 TRIM WOOD �� z LL 36 OUTSWING ADA BUMP THRESHOLD ALUM. to C, w 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 5" - oco to 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 4.62" I `_' oo Fo 88 2X REINFORCEMENT (CLEAR PINE:SG>=0.49) WOOD _ 1- �-u - CL _ = z ADA SILL r in 32 ISHC w z N C,'� 34 SIDELITE THRESHOLD h o z c' 5" o ISH/EIS LL DATE: 02121112 z SCALE: N.T.S.LL ° DWG. BY: JK M CHK. BY. L.FS Cb OUTSWING ADA BUMP THRESHOLD DRAWING NO.: OSHC FL-17184.7 N 0 SHEET 11 OF 111 F O v