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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS1/19/22, 11:14 AM Florida Building Code Online Professional Regulation E BCIS Home I Log In User Registration I Hot Topics i Submit Surcharge I Stats & Facts Publications I Contact Us I BCIS Site Map I Links I Search �'cri(ia �,� "j Product Approval �- USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15210-R7 Application Type Revision Code Version 2020 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 Ext16 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 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 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 Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL15210 R7 COI (b) Certificate of Independence.Ddf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZlQRCFPqu8gbCgpTT5HYBxRCwCEpILejMsLBg%3d`/o3d 1/4 1/19/22, 11:14 AM Florida Building Code Online G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL15210 R7 Equiv of Standards jc - df Method 1 Option D 07/21/2020 07/30/2020 08/05/2020 10/13/2020 FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II fc) Inst 15210.1.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 15210.1 for Design Pressure Ratings, any FL15210 R7 AE c) Eva] 15210.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.2.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 15210,2 for Design Pressure Ratings, any FL15210 R7 AE (, Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c, Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door with or without 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 R7 II c) Inst 15210.3.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 15210.3 for Design Pressure Ratings, any FL15210 R7 AE fc) Eval 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 68 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing Grain/Rustic/Mahogany Series O (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II fc) Inst 15210.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 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 R7 AE fc) Eval 15210.4.pdf 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 Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door https://www.floridabuilding.org/prlpi_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRCFPqu8gbCgpTT5HYBxRCwCEpILejMsLBg%3d%3d 2/4 1 /19/22, 11:14 AM Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.5.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 15210.5 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Double Door with or without 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 R7 II (c) Inst 15210.6.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 15210.6 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.6.pdf 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 O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.7.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 15210.7 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed 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 R7 II (c) Inst 15210.8.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 15210.8 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.8.pdf 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 R7 II (c) Inst 15210.9.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 15210.9 for Design Pressure Ratings, any FL15210 R7 AE c) Eval 15210.9.pdf 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 R7 II (c Inst 15210.10.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 15210.10 for Design Pressure Ratings, any FL15210 R7 AE (c) -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 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.11.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 15210.11 for Design Pressure Ratings, any https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpTT5HYBxRCwCEp]LejMsLBg%3d%3d 3/4 1/19/22, 11:14 AM Florida Building Code Online additional use limitations, installation instructions and product FL15210 R7 AE Ic) Eval 15210.Sl.pdf particulars. Created by Independent Third Party: Yes 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL15210 R7 II f� Inst 15210.12.pdf 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 R7 AE (� Eval 15210.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 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 FL15210 R7 II I� Inst 15210.13.Qdf 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 FL15210 R7 AE (� Eval 15210.13.ptlf 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 Grain/Rustic/Mahogany Series O on Active Door panel - Outswing (XX -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 Id fc� Inst 15210.14.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 15210.14 for Design Pressure Ratings, any FL35210 Ri AE 1, Eval 15210.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 0. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERT�"' an operational window insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL152i0 R7 II (c) Inst 15210.15.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 15210.15 for Design Pressure Ratings, any FL15210 R7 AE fc) Eval 15210.15.�df additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Elaclt flex't Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to apublic-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: �ihill :� ������`= Credit Card $s'if@ https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ10RCFPqu8gbCgpTT5HYBxRCwCEpILejMsLBg%3d%3d 4/4 Rw B r R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 VaIrico,FL 33595 Phone813.659.9197 Florida Board of Professional Engineers [tegistry License No. 9813 Product Sub Category Manufacturer Product Name Category Plastpro, Inc. Smooth / Wood Grain / White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Phone 440,969.9773 Inswing/Outswing - "Impact" Scope: Product Evaluation report issued by R W Building Consulkants, Inc. &Lyndon F. Schmidt, P.E. (System ID it 1998) for Plastpro Inc., based on Rule Chapter No, 61G20-3, Method 1D 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 7th Edition (2020) Florida Building Code structural requirements including 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 orstucco. 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 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 E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 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-15210.5 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations 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-15210.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-940 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TEL 01391846 TAS 201-946 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. William Shelton, P.E. ETC-05-255-16776.0 ASTM D 635-98, 638-0311929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ETC-O6-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC-07-209-19303.0 ASTM D 635-981 638-03, 1929-96 & 2843-99 ETC Laboratories Ben Meunier 2. Miami -Dade NOA Materials 17-0712,05 Saflex PVB Interlayer (Eastman Chemical Company) 17-1026.08 Royal Mouldings (Ext. PVC) 3. Drawing No. Prepared by 111%111111111 if Signed & Sealed by No. FL 15210.5 RW Building Consultants, Inc. (#9813) ,�0�. rJCHM4J0 a�� Lyndon F. Schmidt, P.E. 4. Calculations Prepared by 4,,e� \;: �G v �� S' '•. ��0�Signed &Sealed by Anchoring RW Building Consultants, Inc. (#9813) ' 4 i�o ,�c..n9 Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. _ 5. Quality Assuranceso ^ Certificate of Participation issued by National Accreditation and Management WV �} � ' y Institute, certifying that Plastpro, Inc. is manufacturing products within a quality'. S T assurance program that complies with ISO/IEC 17020 and Guide 53. ����� •. ttA1..- ` .o "1� �a► Lyndon F. Schmidt, P.E. y�' FL PE No. 43409 7/29/2020 Sheet 1 of 1 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 7th Edition (2020) 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 "HVHT' 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 bome debris protection, this product compres 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 E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x 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. Outswing configurations meet water infiltration requirements for"HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHT' 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. TABLE OF CONTENTS SHEET# DESCRIPTION SHEET# 1 Typical elevations, design pressures & general notes 9 Vertical Cross Sections (Thresholds) 2 Door panel details 10 Horizontal & Vertical Cross Sections (Direct to Masonry) 3 Sidelite panel details 11 3-Point lock details 4 life frame details and glazing details 12 3-Point lock details 5 Elevations 13 Buck anchoring 6 Horizontal & Vertical Cross Sections 2X Buck) 14 Frame anchoring 7 Horizontal & Vertical Cross Sections (1X BuckL 15 �16 Components B Hor zontal &Vertical Cross Sections (Direct to Masonry) BIII of materials V FRAME WIDTH " 37.5" MAX. FRAME WIDTH WIGS �Z Z Q 3 w� s Z 00 x O X O � � w w w < � Ll LJO 12� Li �0 g z v _ O� N �•• o 0aD //��I/II.1• �1l11 z (� Oro 9 0 0ZU m 37.5' MAX. `� a p 9 `o a _ FRAME WIDTH N' u a m a Q. m � 0 E vZ c w o Lj C1i CONFIGURATION MAX. FRAME DIMENSION DESIGN PRESSURE (PSI) POSITIVE NEGATIVE OX/XO 76.5" x 62.0" +75.0 -75.0 OX0 115.5" x 82.0" +75.0 -75.0 bee sneers z & 4 for no aware ana IITO frame aeslgn pressure IImITauons DATE: 02/16/12 SCALE: N.T.S. DWO. BY. JK CHH. BY-. LFS DRAWING NO.: FL-15210.5 SHEET 1 OF 16 • ( 1j4. 067, G1 G2 2.8" TOP RAIL \\\\��} ����i� (COMP.)Lq `J�\� . m 0.4" EXTERIOR 0.4" y O; _ :Z:Zy� S a UM T mob ..two dom It E b In ttttt Li 0 to 0 I — op 6* It111111 :3 > oi z O m z INTERIOR 1\� o M CAP (PVC) a ° a o a CAP (PVC) LATCH STILE (LVL) + CDa „ 9 0 x z o HINGE STILE (LVL) 1 HORIZONTAL CROSS SECTION • w °: '. ;', , g E 0 9 M °c o o d w D. 2 � a, IL • � •'r _ —a co o z' •a ' ge gE r ° 3615'DOOR zoo (- WIDTH G1 aw a` z 2 HARDWARE TABLE m �w � 2 MANUFACTUREk MODEL Mp76DES/GN tkeSStlkE 3 G2 a m mo KNOB: SIGNATURE SERIES ce 0 KWIKSEr* %� DEADBOLT: SIGNATURE SEWES(980) o re INTERIOR EXTERIOR a a KNOB: "F SERIES (F5T) SCNLAGE * 75 DEADBOLT: "B" SERIES (860/62) m O tAMEX LEVER: FL38 SERIES ± %� ' DEADBOLT: FD7 SERIES m oa n a a w HOPPE MULTIPOINT LOCK: HIS90003•POINT TONGUE ±5o 2 ` '' Xz w w f O ENDURA MULIIPOINT LOCK: TRILENNIUM 3000 (3•Pn 75 Q., • .a , " `o to in SEE HARDWARE See sheets 9 and 10 for multipoint lock details. FIBERGLASS SKIN °'• o 0 0 TABLE (0.125'MIN.THK.) n a¢a FOAM CORE (POLYURETHANE , SEE HARDWARE 13 PCF MIN.) + TABLE N N Q BOTTOM RAIL wry 02 16 12 D (COMP.) SCae: N.T.S. DWO• 8r, JK DOOR PANEL 2 VEIMCAL CROSS SECTION cNx. er LFS 40 2 DRAWING NO.: FL-15210.5 SFW .z OF 16 d N n 0.7" Gl G2 0.4" TOP RAIL'�,.•' �i• N EXTERIOR 0'�.. (COMP.) 6"o Li n U.�/ 20m INTERIOR All a �7I11 IN\ 8 r o CAP (PVC) , 9 'e E a z m o c z o rc STILE LVL • e.' N& u g 9 o a 1 HORIZONTAL CROSS SECTION N r m a a s4 3 a D EE °o z d V W d ,a 35.75"DOOR z$ o WIDTH G7 G2 a 2 L w a 3 INTERIOR EXTERIOR a� a a / V UtU Nce 2 o+.• •'� C)O Z 4 3 W `" o FIBERGLASS SKIN �. o (0.125" MIN. THK.) FOAM CORE Q ¢ � (POLYURETHANE - III • ` N ZIL / 1.9 PCF MIN.) BOTTOM RAIL (COMP.j ate: 02116112 D SME N.T.S. 2 VEIMCAL CROSS SECTION 01fG °y` JK S►DELliE PANEL 3 CHK. BY, LFS SQ OPAWING NO,: FL-15210.5 SHEEP ,L OF 16 24.27'MAX. ``��� FRAME WIDTH SO GLASS SITE % °o 20.5(" MAX. .�= $ L• D.l 0. WIDTH A$ STRUCTURAL SILICINE POW 995) i EXT. d *i m ro 1" OVERALL GLASS THK : z�°, O a U 1/8"ANNEALED GLASS 1.86" 1.86" ,��i�� '' •... •. O``�� > >' 10 ° z° b O 0,090"SAFLEOPVB ���H* %1% �z e INTERLAYER m c 1 /8" ANNEALED GLASS Qb 'E i o Z = p AIR SPACE N E8 u v 5 p OIL g= $ 1/8"TEMPEREDGLASS N a �'"� m d a E 4� (TYP.) EJCf FRAME INf FRAME ; W d d ALUMINUM SPACER A3 A4 E o z 40 NON STRUCTURALSEALANi c�t3 A4 #7-19 X 1 3/4" PPH SELF DRILLING 5M5 o d INT. .moo _ �.� GLAZING DEI'Alt io 00 41 CI90AMETABtE Fg m n 4.25" fr—' lYW DESIGN �EgiiOW MANUFA.CTUR@R.. _ a� o (TYP.) PRESSURE S %' ODL LITE FRAME Op` *75 �I 24" MAX. a01 FRAME WIDTH RSL ± 60 ; m 2015" MAX. D.L.O. WIDTH 'TT VEXT,N N XX� 1/2'GLA5S SITE p p d to z A5 WWW N 1-1 /4" OVERALL THK, GLASS STRUCTURAL SIUCINE (DOW 995) Om 1/8"ANNEALED GLASS o 0 0 _ = 0.090"SAFLEX®PVB w k' OJ 6 INTERLAYER cl 9c (TyP') 1/8"ANNEALED GLASS 1S9" O 1.06" AIR SPACE " N N xA Q Li � 'so 1/8"TEMPERED GLASS Fn 1/7'NOWGROOVESWIGGLE )) "' z W/ DELCHEM#80 POLYSULFIDE A7 40 1 1 5„ wrc: 02 18 12 1/B"BACKFILL A6 SCALE N.T.S. #10 X 1.4/4" PPH WOOD SCREWL EXT FRAME tNi. FRAME SCREW CAP Dwc. �' JK I � INT G2 GLAZING DETAIL A5 A6 A7 CHKI or, LFS P P) 1'7 DRAWING NO.: RSL LIM FRAME FL- 152T0.5 sNtcr 4 or 16 E d * l'mro '. M ; c z omm O. 8 N A. 3 3 4 3 3 4 0 °z_m z 8 10 8 Aloj 8 10 8 10 a= 0g 9 °= W eH �Rr� 4 4 3 3 6 r 6 7 6 r 6 r ' E z o° c� v� O 2 W N W X 41 6 O 2 o X O ri 0 2 1 O 6 IS 6 6 2 6 o 2 �) a a r%%%/� r 2 r �+ 8�� 8 2 2 pna 10 10 N 10 .111 p D 4 ° w°ww N o 1 2 3 4 5 1 3 5 0040 9 9 9 9 9 N' ELEVATION (XO-OX) ELEVATION (OXO) W J z Z U M N ^ DATE 02116112 z SCALF-: N.T.S. ° Owc. BY. JK m CHK. 61: LFS ? ORAWINC NO.: h FL-15210.5 0 S.- 5 .116 E 1. Spacing for item K: N' from each end B and at centerline. (3 Total) C I Sidelite assembly screws located 6' from top and bottom then 5 more equally spaced V total). d L 0.15" OINK (TYP) 0.15" C-SINK —.. ITYP) SEE NOTE 2 D 7 INTERIOR de , d IA EXTERIOR 1 HORIZONTAL CROSS SECTION 6 Outswing shown linswing similar) 5 HORIZONTAL CROSS SECTION 6 Outswing sho— w�ns�Mng similar) i� LJ E �. ►�1-1/4"MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 6 Outsmng shown (Inswing similar) ?ERIOR 58 88 EXTERIOR SEE NOTE 2 K) f7i'.%?T77TTi127 l 40 , . OQ Q • DNIAL CROSSSECTION 6cUtVMng Shown (IMPF19 Similar) U EX ERIOR INTERIOR 3 VERTICAL CROSS SECTION 6 Outswing shown (Inswing similar) SEE NOTE i INTERIOR �50 z N 1 U EXTERIOR c G n g M sZ N! •� \� $ tN01 O n CO to UN••a o Z o z u d o n. 4 �: cz �• ar: JK a{K. ac LFS CRANING ND.: FL-15210.5 SNEEI' 6 OF 16 10 G r r♦7 1 ✓� 'a ] INTERIOR PFF yr 23 EXTERIOR 24 T-I /4"MIN. 29 40 EMB. jTYP.) 1 HORIZONTAL CROSS SECTION ] Shown W/ Isu"uck Outswing shown (Inswing similar) NOTE 1. Spacing for item K: 6" from each end and at centerline. (3 Total) 2. Sidellte assembly screws located N' from top and bottom then 5 more equally spaced (7 total). 2 HORIZONTAL CROSS SECTION ] Shown w/ 1X sub•buck Outswing shown (Inswing similar) 1 ✓ W "'." �E 5 EXTERIOR _,j'f1,� INTERIOR 3 VERTICAL CROSS SECTION Shown W/ TX sub•buck Outswing shown (Inswing similar) E m .r LTA I�m U� SEE NOTE i �K " 50 1 EXTERIOR INTERIOR 41 VERTICAL CROSS SECTION �] —Out w ng showwn (Insswking similar) aT�: o2iT siT 2 owc. ar: JK cx�c, ur: LF5 arawuw r».: FL— T5210.5 SHEEr % OF 16 INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION g 5 rown D ret��asonry Outswing shown (Inswing similar) NOTE I. Spacing for Item K: 6" from each end and at cented ine. (3 Total) 2. Sidelite assembly screws located 60 from top and bottom then 5 more equally spaced V total). E C v> D 0 a 50 K SEE NOTE 2 ° W MO MIN. EMB. (TYP.) %2 '�\ HORIZONTAL CROSS SECTION g Shown Direct to Masonry Outswing shown (Inswing similar) �a D � W .. .. .. 40 7 � EXTERIOR INTERIOR %31 VERTICAL CROSS SECTION g Shown Direct to Masonry Outswing shown (Inswing similar) Z Y D E C SEE NOTE T K 50 1 EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION $ Shown Direct to Masonry Outswing shown (Inswing similar) its U C : z 4VI •\\\\\\ N > M ZO z c of o Q b _O C9 Z o E 01 Z M 0 IL mo:Q= Eo 0 S 0 Q:o U � J io �o —o alu�- �y M >U °-My K �o � O N� 0 XN SCAi.e N.r.s. . er: JK I cxK. Dr: LFS DRAWING NO.: FL—t521045 sxs¢r 8_ or 16 I2 EXTERIOR INTERIOR 1 VERflCAL CROSS SECflON y Outming configuration f 2 N VERTICAL CROSS SECTION y ADA ifiresnola EXTERIOR �L�\\x.\\`I INTERIOR {; EXTERIOR INTERIOR E� SEE NOTE 1( K O ip © VER77CAL CROSS SECTIONoVERTICAL CROSS SECTION v a• wj *c'�tL'a^,ro Z 0'ip•`` r m ''''��ili••111\ \\\` i cM� w Z U O O O 00 Z . o Em 9m•rc 0O. d a d m a�.aum. T 4 9Z INTERIOR SEE NOTE 1 y EXTERIOR 5 VERflCAL CROSS SECTION wrE: 02 a s 12 NOTE 9 insvv tg configuation scAi.e N.T.S. OWO..Y: JK i. Spacing for item K. 6" from each end CHK. ar: LFS and at centerline. 3(Total) ORAWINC NO.: FL-15210.5 MW 9 OF 16 Notes: i. Spacing for item L: 6" From ends and 5 more equally spaced along sidente (7 total). 2. Spacing for item L: 3" from each end. a E z MAX M MAX. � MIN. i• - INTERIOR VERTICAL CROSS SECTION p Shown Direct to Masonry, Outswing onlyw/ 6.9/16'ramb �t-1/4"M1N. EXTERIOR 1� HORIZONTAL CROSS SECTION 1� Owing unity wM6 9/1 �' Jamb �4� VERTICAL CROSS SECTION i Q Shown Direct to Masora Outswing onlyw/ 6.9/16 jamb SEE NOTE 1 � 1-1/4"MIN. EMB. (TYP.) 21.HORIZONTAL CROSS SECTION 1 Q Shown Direct only wM6*9//16X jamb * .�,of ,% mooSon MoP m *24z�m d z �;/ C` W d m o r///I/1•IIL11 ��`` Z o w 8Pa O 9 tl a Z 9m0 e d, N'y1 mda D f c z° Fa CHK. 9V: LFS ORAWINC NO.: FL—r52T0,5 sNEEr 10 OF 16 u R i MANUAL RAISED TONGUE GEAR SYSTEM 22 HOPPE MULTTPOINT LOCKSET' Hi59t)b0 &Potnt'Tongue" a I O v p7 O 23 MULTIPOtNTSTRIKEPLATE 25 LATCH AND DEADBOLTSTRtKE PLATE Tongue system STRIKE JAMB N N 2 a �a ar: LFS FL-152T0.5 scT _11 on 16 D TYP. HEAD & JAMBS MULLION . SHOWN FOR REF. BUCK ANCHORING OX 0 N a CONCRETE ANCHOR NOTES: a 1. Concrete anchor locations at the comers moy be adjusted to maintain the min. $ edge dtstonce to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to o maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: c 4" (TYP.) 4" (TYP.) Illlli 11111! D TYP. HEAD & JAMBS _ MULLION SHOWN FOR REF. BUCK ANCHORING OXO Z•,• 4 ��• J" U M '.�> .1 .�.,m I I4°P.) ''''4 ttrtl►1 I�t► `,` z c m oM rl U N •; O o O Z ZC ccVV >? p m N n t0 7 E W h6 Enx data n F M0:a� Afl 4: o 2 9 c W C1.� 8 1d b� at d ci0 it U zQ 0 �? x a g� M a ~m � D= !2 Y o m o a a owc. eT: JK CNK. BY: LF'S DRAWING NC.: fL-15210.5 SHEET _t3. OF _16 SEE HINGE 3" DETAIL (Type) (Typal T (Typal�, m P•I (nP•) 11 Il L o t TYP. L o 44 to 6• MULLION L 2X BUCK G I BUCK DIRECT TO 6.9/16"JAMBMade N D de MASONRY 5 TYP. HEAD & JAMBS DIRECT TO MASONRY JAMB (Type) SILPI.• Saw, (SEE SHEET 10) Modela&r d _'..; D all HINGE JAMB FRAME ANCHORING OX CONCRETE ANCHOR NOTES: i. Concrete ancharlocations of the comers may ba adjusfod to mofntain the mine edge dbfance fo mortarfoNh. 2 Concrete onchorlocations noted os MAX. ON CENTER" must be adjusted to maintain the mine edge distance to mortorjoints, additional concrete anchors may be requhed to ensure the'MAX. ON CEMER" dimension are not exceeded. 3. Camara anchor table: WOOb SCREW INSTALLATION NOTES: i. Maintain n minimum 5/3" edge dhtanca, 1"and dldance, & I"o.c. spacing of vrood screws to prevent the spatting otwood. SEE HINGE DETAIL (type) o"c ih MI L STRIKE MULLION HINGE MULLION 3" (TYP.) — (Type) I�P.) ...•. _ •f ,,,WN01 IN LATCH AND DEADBOLT betails L 2X BUCK G iXBUCK DIRECTT MASONF ttP. HEAD & JAMBS L TYP. MULLION FRAME ANCHORING OXO HINGE DETAIL Inswing JAMs N DIRECT TO MASONRY JAMB (TYP.j rw Li (SEE SHEET 101 " O STRIKE MULLION DIRECT TO DIRECT TO MASONRY M MASONRY lxsucK 9 G 1XBUCK 2X BUCK L 2X BUCK HINGE DETAIL Outswing 1�� in wi " \\\\\\\ W > MI Z z dm N .. o e C Z 0 Z 4 CCVV g .Ec 9 m cc w e ug d oa 'mdaE >, 8 3� Wiz° � z fL� w w Ia »� Z N ^ w Z N N g Q j e M1N ^Z n z c: 02 16 12 ° N.r.s. 3. ere JK m 3 c er L WS � SWING NO.; N FL-75210.5 0 nN :[t 14 of 16 4.56" ✓y OO(SMR) QTHRESHOLD � DLP (CaOSR) t� OUTSWING THRESHOLD DLP (QOSH) OUTSWING THRESHOLD � Endura (zSerles) INSWING 1HRESHOLD 36 E�duro (z-Sertes) /.;:� 0lTTSWING THRESHOLD uv Columbia Koh Dom (581) �lITSWING THRESHOLD 37 Columbia (575) 5.63" INSWMG THRESHOLD 38 Columbia 4.56" INSWING THRESHOLD 37 DLP tisa� -- io ��4.56"F< 0 2.1 T r POLYPIBERJAMB Plaslpro 2 WOODJAMR LJLI�6 of "c --1 0.52" � WEATHERSTRIP ouro area h 4.56" Eq O 9WING SIDELNEADAPTER 3q INSWING SIDEIdiEADAPTER 29 ADA THRESHOLD DLP o C3 S ''',rrrrris*g a z� 0: >m2 ri U N z mz� 9pLa ma:a� N.LS. ar: W 0 FL-152 7 0.5 cr 15 ov 16