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3!23/2017 Florida Building Code Online 1� ('f 3 PI j f.3?�s �b -`Ff �{ 1-J U A �A {3 4 j�Y�, ?,yY• is .t,� 4-tT iig :; a n � t 1A ' '1yS�� •�' �.0 '�&t�Y° s�h��,,� ���-2'f yy.i-+' /� y ,s a`kms a `t�`tbg2�iyw3+��tc�' �f3`de�i, A9��° ° .,�BP-��a'4''��9Ff`�� / j'1/ �"✓� J, ke BCIS Home Log In User Registration Hot Topics ` Submit Surcharge Stats&Facts Publications FSC Staff BCis Site Map ` Links Search bProduct Approval V USER:Public User I Pmdutt_Anomval Menu>Product or Aoolication Search>Annlicatlon List>Application DetaB � ��-�� _„ FL# F1.14911-R7 A."W"a��N 8L Application"type Revision Code Version 2014 Application Status Approved I Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800)234.4228 Ext 4644 Jonberrlan@slbp,com Authorized Signature Vivian Wright rickw@rwbldgconsultants',com Technical Representative Jon Berrian Address/Phone/Emall One Sliverline Drive North Brunswick, NJ 08902 (732)435-1000 jonberrian@slbp.com i Quality Assurance Representative -Address/Phone/Email. Category Windows Subcategory Single Hung I Compliance Method on Report from a-Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon R Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL14911 R7 COi Certificate Of independence! 1 ndf Referenced Standard and Year(of Standard) Standard Year i AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440, 2011 ASTM D1929 1996 ASTM D2043 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 https:/Avww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXCIwtDquZR]59%2fDrx2lbtdSCx8gX0219DxVh92zF13pRUgDd1AA%3d%3d 1/5 �csr�urr Florida Building Code Online TAS 201, 202 and 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14211 gLEquiv Equivalency Of StandaIdS ndf Sections from the Code 1 Product Approval Method Method 1 Option D i Date Submitted 04/02/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 i Summary of Products Go to Page Page 1/2 FL# Model,Number or Name Description ' 14911.1 a.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use _ Installation Instructions Approved for use In HVHZ:No F1,14911 117 I[ Inst 14911 1 ndf. 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 14911.1 for Design Pressure Ratings,any X4.911 87 AE Eval 14911,i,adf additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars.- i 14911.2 b. S 2900/4900- M 2901/4901 "Oriel'Extruded Vinyl Single Hung Window with Nailing Mn Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 It Inst X441 i.2,cdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,RE.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:NIA Evaluation Reports Other:See INST 14911.2 for Design Pressure Ratings, any FL1 911 R7 AE Eval I4q11.4odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 14911.3 c. Series 2900/4900 Models Single Hung Extruded Vinyl Window with Nailing Fin 12901/4901-Weather Stopper- Limits of Use Installation Instructions Approved for use In HVHZ:No EL I I R7 II Inst 101 1. .pd# 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 14911.3 for Design Pressure Ratings,any 14 11 -R7--AE val 17 ndf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars, (Note-See 14911.24 for Wind Zone 4 and HVHZ Impact Product) 14911.4 d.S 2900/4900-M 2902/4902 ?win-Single Hung Continuous Head and Sill Extruded Vinyl Window With Nailing fin Limits of Use _ installation Instructions Approved for use in HVHZ:No rM14911 R9 Ii Inst 149il.4.odr' 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 14911.4 for Design Pressure Ratings,any EL14911 R7 Ae Eval 14§11.4.Dd additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. _ 14911.5 e. S 2900/4900-M 2903/4903 Triple-Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Limits of Use Installation instructions Approved for use In HVHZ:No E4911 R7 II Inst ggi 1 S ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E. 43409 Impact Resistant:No Created by Independent Third Party:Yes y5 ht"://W".fioridabWlding.orgfpr/pr app_dd.aspx?peram=WGEiVXQWtDquZRJ59-/02fDrx21btdSCX8gX02i9DXVh9&Fl3pRugugAA%3d%3d t , . 3/23/2017 Florida Building Code Online Design Pressure:N/A Evaluation Reports Other:See INST 14911.5 for Design Pressure Ratings, any FL14911 R7 AF, Eyal 14911 5 udf additional use limitations, Installation instructions and Created by Independent Third Party! Yes product particulars, 14911.6 7f. 2900/4900- M 2901/4901 Single Hung Extruded Vinyl Window-Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use In HVHZ: No FL14911 R7 II Inst 14911.6.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 14911.6 for Design Pressure Ratings, any EL14 11 R7 AE Eval 14911,OAdf additional use limitations,Installation instructions and Created by Independent Third Party: Yes product particulars, 14911.7 �g, S 2900/4900- M 2902/4902 Twin-Single Hung Continuous Head and Sill Extruded Vinyl Window-Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use In HVHZ:No EL144911 R7 11 INST 14911 7 pdf Approved for use outside HVHZi 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:This Product Is No Longer Offered by Silverline FL14911 R7 A EVA 14, 11.7.odf Building Products, Corporation(See 14911,7-2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) — E — 14911,8 h, S 2900/4900-M 2903/4903 Triple-Single Hung Continuous Head and Sill Extruded Vinyl Window-Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL1491 R7 Il INST 14911.8.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F-Schmidt,,RE. 43409 Impact Resistant;No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:This Product is No Longer Offered by Silverline EL14911 R7 AE EVAL 14911 8 ndf Building Products, Corporation(See 14911,8- 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14911.9 i,Series 2900/4900 Models Extruded Vinyl Single Hung Window 12901/4901 "Weather Stopper" Limits of Use Installation Instructions Approved for use In HVHZ:No FL14911 R7 II Inst 1491,1.9.odf Approved for use outside HVHZ:Yes Verified By. Lyndon F Schmidt,i P.E. 43409 Impact Resistant;Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.9 for Design Pressure Ratings, any FL14911 R7 AE --vai 14911 odf additional use limitations,,Installation Instructions and Created by Independent Third Party: Yes product particulars. (Note-See 14911.25 for Wind Zone 4 and HVHZ Impact Product) 14911.10 J.Series 2000/Model 2001 Extruded Vlnyi1Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R__7 Ii Inst 14911.10.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 14911.10 for Design Pressure Ratings, any &1421 14911,10,bdf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 14911.11 k.Series 2000/Model 2002 Extruded Vinyl Twin Single Hung Window(Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911_R7 II Inst 14911.11,ndf 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 14911.11 for Design Pressure Ratings, any _14911 R7 AE vai 14 �- 1 .i i.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 14911.12 I.Series 2000/Model 2003 Extruded Vinyl Triple Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II_Inst 14911.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,'P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes https://www.floridabUlding.orglpr/Pr_appdd.aspxTparam=wGEVXCIwtDquZRJ59%2fDrx2lbtdSCx8gX0219DxVh92zFl3pRUgDdJAA°%o3d%3d 3/5 302017 Florida Builcling Code Online Design Pressure: N/A I Evaluation Reports Other:See INST 14911,12 for Design Pressure Ratings, any EL1491I R7 AE Eval 14211,,12.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 14911.13 I m,Series 2100/Model 2111 Extruded Vinyl Single Hung Window-Flange Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.13.01' 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 14911.13 for Design Pressure Ratings, any FLi4911 R7 AE Eval 4911,13.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.14 n.Series 2200/2300-Model Extruded Vinyl Single Hung Window- Nailing Fin 2201/2301 Limits of Use — Installation Instructions Approved for use In HVHZ: No FL14911 117 II Inst 14911._34.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmldt,;P.E. 43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 14911.14 for Design Pressure Ratings,any fl1491.1 R7 AE Eva) 14 11.14.'od( additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 14911.15 o. Series 2200/2300- Model Extruded Vinyl Twin Single Hung Window- Nailing Fin 12202/2302 (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use In HVHZ:No FL149t t R7 II Inst 14911 1 5 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt;P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.15 for Design Pressure Ratings,any FL14911 R7_ AE Eval 4911 15,pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. L— ---— 14911.16 p. Series 2200/2300-Model Extruded Vinyl Triple Single Hung Window -Nailing Fin 2203/2303 (Continuous Head and Sill with Integral Mullion) Limits of Use — Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.16.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 14911.16 for Design Pressure Ratings,any EL114911 R7 AE Eval 14911.16.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.17 q. Series 2907 Model 2907 Single Hung Extruded Vinyl Window with Nailing Fin Limits of use Installation Instructions Approved for use in HVHZ:No FLi4911 R7 It Inst 14911 17 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 14911.17 for Design Pressure Ratings,any F114911 R7 AE Eval ,499 7.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.18r Series 2907 Model 2907TW Twin-Continuous Head&Sill Single Hung Extruded Vinyl Window with Nailing Fn Limits of Use — Installation Instructions Approved for use In HVHZ:No FL14911 R7 II Inst 14911.18.pdf Approved for use outside HVHZs 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 14911.18 for Design Pressure Ratings,any FL14911 R7 AE Eva! 14 ,,18.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.19 s. Series 2907 Model 2907TR Triple-Continuous Head&Sill Single Hung Extruded Vinyl Window with Nailing Fn Limits of Use Installation Instructions Approved for use In HVHZ:No FL14911 R7-11- Approved 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 14911.19 for Design Pressure Ratings,any httpsJ/www.floridabuilding.org/prlpr app O.aspx?param=wGE=wtDquZRJ59%2iDrx21btdSCx8gX02i9DxVh92zF13pRUgDcpAA%3d%3d 415 3/23/2017 Florida Building Code Online additional use limitations, installation instructions and Fl14911 R7 AE Eu t4911,1Q,gj product particulars, Created by Independent Third Party: Yes I 14911.20 �t.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 II Inst 1491 t 20,P 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 14911.20 for Design Pressure Ratings,any E L14911 R7'AE Eval 14,91 y 2n'odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Pages) Pagel/2 0 0 Contact Us is 7601 Blair Stang ftnad.ldllahassee FL 32399 Phone:_850.487-1824 The State of Florida Is an AA/EED employer.Q+Qydoht 2007.7013 state of Florida,::Privacy tem nt::6ccesslbility Statement:•R funder Stagy tement 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.rust provide the Department with an email address if they have one,The emalls provided may be used for offldal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department wlth an email address which can be made available to the public.to detennlne If you are a licensee under Chapter 455,F.S.,please dicke e. Pr��o��``d��''uct Approval Aceeptar x R, 99 r 1xc1 Credit Card Safe 1 i hitpoIA&ww.floridabuildirtaq,orglpr/pr app_ .espx?param=wGEVXQwtDquZRj59e%o2fDrx21btdSCx8gX0219DxVh92zF13pRUgDcjAA3b3d%3d 515 3!2312017 Florida Building Code Online f t;�� rr�4miWEj +Fsii � r �s xi �Z�A13y i bra ,�'k''tY -SY�`�S'�4✓y..�.y+�, J�lS�g51, h ��Y.� �{���$�1 y E:kF� J��: i� S FyS P R � ? ! N 3 e� �"'�.�4,�Ff���,f u } , e lr "�� s �'x )r, s! ria b � �# �� �'� z,• i � •-�'*a�! BB ,`Y�,�`'� 1 i$� r� C'1 n`,�'�-,{YD p. 9� � 5 �' k�aSsS rX BCi5 Home ; Log In User Registration I Hot Topics ! Submit Surcharge 1 Stats&Facts Publications FBC Staff BCfS Site Map ' Links Search Flon ' a Product Approval a'aUSER;Public User Product Approval Menu>Product or Application Search>Application List>Application Detall F trr r a FL# FL14911-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Sllverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800)234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsuitants.com Technical Representative Jon Berrian Address/Phone/Email One Sllverline Drive North Brunswick, NJ 08902 (732)435-1000 jonberrlan@slbp.cbm I Quality Assurance Representative Address/Phone/Ercall Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Recelvedl I Florida Engineer or Architect Name who developed Lyndon F Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan]. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence D-14911 R7 COI Certificate Of lnden ndence(2) odf I Referenced Standard and Year(of Standard) ftandard Year AAMA/W DMA/CSA/101/I.S.2/A440 I 2008 AAMA/WDMA/CSA/101/I.S.2/A440; 2011 ASTM D1929 1996 A$TM 0?643 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 httpsJ/www.floridabuiiding.org/pr/pr_appdtl.aspx?param=wGEVXCtwtDcluZRj59%2fDrx21btdSCx8gX0219DxVh92zF13pRUgDcyAA%3d%3d 1/6 Florida Building Code Onllr* TAS 201, 202 and 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect 171 14911 RZ Fouiv EouPvale-agy Of Standards odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/2312015 Summary of products i Go to Page Page 11 2 FL# Model,Number or Mame Description 14911.1 a. S 2900/4900- M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ:No Fi 1_4911 R2 11 Inst 14911.1,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,RE.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 14911.1 for Design Pressure Ratings,any x_4911 R7 AE yal additional use limitations,Installation.instructions and Created by Independent Third Party: Yes product particulars. 14911.2 b. S 2900/4900- M 2901/4901 "Oriel" Extruded Vinyl Single Hung Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:No EL14911 R7 Ir Inst 14911.2,odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,RE.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 14911.2 for Design Pressure Ratings, any E114411 R7 AE £y i 411 odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.3 c. Series 2900/4900 Models Single Hung Extruded Vinyl Window with Nailing Fin 2901/4901"Weather Stopper" Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II I St 14911.3.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon E Schmidt,RE.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:NIA Evaluation Reports Other:See INST 14911.3 for Design Pressure Ratings,any &14911-117-AE-E 11 1 14911..3odf additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. (Note-See 14911.24 for Wind Zone 4 and HVHZ Impact Product) 14911.4 d. S 2900/4900-M 2902/4902 Twin-Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Limits of Use _ Installation Instructions Approved for use in HVHZ:No FL1491 t 117 U zaIL149i 1 4 odP Approved for use outside HVHZ:Yes Created rified By: dependent Thi ndon F Schmidt, RE. Yes 9 b Impact Resistant: No y in Design Pressure:N/A Evaluation Reports Other:See INST 14911.4 for Design Pressure Ratings,any F.1-49.11 R7 AE Eva!1441 _4.pdf additional use limitations,Installation instructions and Created by Independent Third Party: Yes product particulars. _ 14911.5 e.S 2900/4900- M 2903/4903 Triple-Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ:No FI-14911 R7 II Inst 1_4911,5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant:No Created by Independent Third Party:Yes httpsIwww.Ioridabwlding-orafpr/pr_app dd.aspx?param=wGEVXQwtPquZRJ59%2fDrx2lbWSCx8gXO2igDxVh92zF13pRUgDa]AA%3d%3d 215 3123/2017 Florida wilding Code ONine Design Pressure: N/A Evaluation Reports Other:See INST 14911.5 for Design Pressure Ratings, any ELI42.11 R7 AE Evai 14911.5.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes p 'qd5_paftIculars, F f. S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window-Flange With Strap Anchor on Sill Installation Instructions se In HVHZ:No Fl 1491' R7 II Inst 14911 6 Izdse 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 14911.6 for Design Pressure Ratings,any EL14911 R7 A Evai �ao11_6.,6Qf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars, 14911.7 --�g. S 2900/4900- M 2902/4902 Twin-Single Hung Continuous Head and Sill Extruded Vinyl Window-Flange with Strap Anchor on SIII Limits of Use Installation Instructions Approved for use to HVHZ:No 8.149)i R7 1I_INST 14911.7.o�e 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:This Product is No Longer Offered by Silverline F 14911 R7 AE 11 7.pdf Building Products, Corporation(See 14911,7-2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14911.8 h, S 2900/4900-M 2903/4903 Triple-Single Hung Continuous Head and Sill Extruded Vinyl Window-Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use In HVHZ:No 1114211 R7 II INST 14911.8.ntlf 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:This Product Is No Longer Offered by Sllverline EL14211 R7 AE EVAL 14911.81adf Building Products,Corporation(See 14911.8- 2010 FBC Created by Independent Third Party:Yes version for Historical Documents regarding this Approval) 14911.9 1.Series 2900/4900 Models Extruded Vinyl Single Hung Window 2901/4901 "Weather Stopper" Limits of Use Installation Instructions Approved for use in HVHZ:No FL1499111 R7 i1_Inst 14911.9.p_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 14911,9 for Design Pressure Ratings, any EL14911 R7 AE Evai 149ii.9.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. (Note-See 14911.25 for Wind Zone 4 and HVHZ Impact Product) 14911,10 J.Series 2000/Model 2001 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FLi4911 R7 II Inst 1,491-1,10,124 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 14911.10 for Design Pressure Ratings,any FL14911 R7 6E 14.911.1-0,bdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.11 k.Series 2000/Model 2002 Extruded Vinyl.Twin Single Hung;Window(Continuous Head and SIII with Integral Mullion) Limits of Use installation YnBtwco ns Approved for use in HVHZ:No Fti4911 R7 II Inst1491I'll .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 14911.11 for Design Pressure Ratings, any FL14911.11.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars, 14911.12I.Series 2000/Model 2003 Extruded Vinyl Triple Single Hung Window (Continuous Head _ and Sill with Integral Mullion) Limits of Use Installation instructions Approved for use in HVHZ: No X1.14911 R7 I1 Inst 14911.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant:No I Created by Independent Third Party: Yes https:/lwww.floridabuilding,org/prlpr_app dtl.aspx7param=wGEVXCIwtDquZRJ59%2iDrx21btdSCx8gX0213DxVh92zF13pRUgDdJAA%3d%3d 315 312312017 Florida Building Code Online Design Pressure:N/A Evaluation Reports Other:See INST 14911.12 for Design Pressure Ratings, any PL14911 R7 AE Eval 14911,12.ndf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 14911.13 m,Series 2100/Model 2111 Extruded Vinyl Single Hung Window-Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.13.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 14911.13 for Design Pressure Ratings,any EL14911 R7 AE Eval 14911,13,odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars, 14911.14 n. Series 2200/2300- Model Extruded Vinyl Single Hung Window-Nailing Mn 12201/2301 Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911,14,2df 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 14911,14 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.14.ndf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars, 14911.15 o. Series 2200/2300-Model Extruded Vinyl Twin Single Hung Window- Nailing Fin12202/2302 (Continuous Head and SIII with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.15.o'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 14911.15 for Design Pressure Ratings,any EL14911 R7 AE Eval 14911,15.pdf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 14911.16 p. Series 2200/2300-Model Extruded Vinyl Triple Single Hung Window- Nailing Mn i 2203/2303 — (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use In HVHZ:No FL14911 R7 1I Inst 14911.16.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 14911.16 for Design Pressure Ratings,any FLI491 R7 AE Eval 02L1J§4& additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 14911.17 q. Series 2907 Model 2907 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 11 Inst 491.1 17 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 14911.17 for Design Pressure Ratings,any F�11 R7 AE Eval 14911 174odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 14911.18 r, Series 2907 Model 2907TW Twin-Continuous Head&Sill Single Hung Extruded Vinyl Window with Nailing Fn Limits of Use Installation Instructions Approved for use In HVHZ:No FL14911 R7 11 Inst 14911.1%Pdf Approved for use outside HVHZi 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 14911.18 for Design Pressure Ratings,any FL14911 R7 AE Eval 14 1 i8.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.19 �s. Series 2907 Model 2907TR Triple-Continuous Head&SIII Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ:No EL14911 R7 Inek 14QL1-i4-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 14911.19 for Design Pressure Ratings,any httpsIANww.floridabulicirtg.org(pr/pr app_dd.aspx?param=wGE=wtDquZRJ69%2fDrx2lbtdSCx8_XO21GDxVh92zF[3pRUgDcjAA%3d%3d 415 MUM Florida Building Code Online additional use limitations,installation Instructions and 11 R7 Fval 14211,1 :Ddf product particulars. Created by Independent Third Party: Yes 14911.20 t.Series 70 Madel 2127 Extruded Vinyl Single Hung Window-Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL14911 R7 II Inst 14911 20 adf Approved for use outside HVHY: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 14911.20 for Design Pressure Ratings,any FI-149_xR7 'AV.-Ey 1 1.42I1, additional use limitations,installation instructions and Created by Independent Third Party; Yes product particulars. Go to Page �3 Page 1/2 ContactUs;;2601 Blair t0 e,Roa .Vlabaswe FL 32399 Phone;850.48T 1024 , The State of Florida is an AWED employer.r Baht 2p07*201 §tats of FioAda .;Primacy Statement::& e IbiliN Statement:: F„n $t,�Sp�Jlt DS 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 emalis provided may be used for official communication with the licensee.However email addresses are public record,if you do not wish to supply a porsonal address,please provide the Department with an email address whir canplease ck miaadellable:to the public.To detemjlne If you are a licensee under Chapter 455,Product ApprovalAeceptat 9 F;%--q- 4R Credit Card Saf@ i httpol/www.floridabuiiding.org/pr/pr_app dd.aspx?param-vvGEVXQwtDquZRM5 /%2fDrx2lbtdSCxOgXO219DxVhg2zFl3pRUgDcQjAAO/o3d%3d 6/5 4/5/2017 Florida Building Code Online ��,: �n � ,•� it k - BCIS Home I Log In j User Registration Hot Topics Submit Surcharge j Stats&Facts Publications I FBC Staff I BCIS Site Map Links Search i I . Florida N' Product Approval dr f ` -'B'i USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL6067-R6 Application Type Revision Code Version 2014 Application Status Approved j Comments Archived I Product Manufacturer Silverline Building Products Corp. Address/Phone/Email- One Silverline Drive 1 North Brunswick, NJ 08902 (800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Craig Calderone . rickw@rwbldgconsultants:com i Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows I Subcategory Mullions I 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 Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. IV Validation Checklist-'Hardcopy Received Certificate of Independence FL6067 R6 COI Certificate of Independence.pdf. I. Referenced Standard and Year(of Standard) ; Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B https://www.floridabuiiding.org/pr/pr app d.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQqEYp/o3d 1 1/4 4/5/2017 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2016 SummarV of Products FL# Model,Number or Name Description 6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST Product Offering.pdf Approved for use outside HVHZ:No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:This Product is No Longer Offered by Silverline FL6067 R6 AE EVAL Product Offering.pdf Building Products, Corporation (See 6067.1-2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b. Series 7537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion"Impact' with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.2.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:When used in areas outside the"HVHZ' requiring FL6067 R6 AE Eval 6067.2.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering.This product meets "Missile Level D"and excludes "Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. 6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion'Impact' non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.3.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:When used in areas outside the"HVHZ" requiring FL6067 R6 AE EVAL 6067.3.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering.This product meets "Missile Level D"and includes "Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.3 for any additional use limitations,design pressure ratings and installation instructions. 6067.4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion 'Impact' non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.4.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:When used in areas outside the "HVHZ' requiring FL6067 R6 AE EVAL 6067.4.1)df wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering.This product meets "Missile Level D"and includes"Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion'Impact" non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.5.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:When used in areas outside the"HVHZ' requiring httpsJ/www.floridabuilding.orgipr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQqEY%3d 214 4/5/2017 Florida Building Code Online wind-borne debris protection this product complies with FL6067 R6 AE EVAL 6067.5.pdf section 1609.1.2 of the Florida Building Code and does.not Created by Independent Third.Party: Yes require an impact resistant covering.This product meets "Missile Level D"and includes"Wind Zone 4"as defined in ASTM E1996-02. See.INST 6067.5 for any additional use. limitations,design pressure ratings and installation instructions. 6067.6 f. Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion"Impact' for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II'INST 6067.6.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:When used in areas outside the"HVHZ" requiring FL6067 R6 AE EVAL 6667.6.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering.This product meets "Missile Level D"and excludes"Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations,design pressure ratings and installation instructions. 6067.7 g. Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion"Impact" for use with impact and non-impact window products in Masonry or Wood Openings i Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II(INST 6067.7.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:When used in areas outside the"HVHZ" requiring FL6067 R6 AE EVAL 6067.7.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering.This product meets "Missile Level D"and excludes"Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. 6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion"Impact" for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.8.idf 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:When used in areas outside the"HVHZ" requiring FL6067 R6 AE EVAL 6067.8.pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering.This product meets "Missile Level D"and excludes"Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 6067.9 i. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion Structural Beam Mullion"Impact" for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6067 R6 II INST 6067.9.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:When used in the "HVHZ" requiring wind-borne FL6067 R6 AE EVAL 6067.9.pdf debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes of the Florida Building Code and does not require an impact resistant covering.This product meets"Missile Level D"and includes"Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. I - back NexC , i I httpsl/www.floridabuilding.org/pr/pr._appd1l.aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vmqGn98MUAeEljCtqEY%3d3/4 4/5/2017 Florida Building Code Online 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 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: DOW Credit Card 70fL https:/www.floridabLilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljCtjEYp/o3d 4/4 MULLION SPAN MAX.=74"-�{ (--MULLION SPAN MAX.-74"--{ `����� Si lver Line I I 1 = .•�'= A YAnderSell GLAZING I a GLAZING GLAZING LL 3 3 U PRODUCT PRODUCT PRODUCT ��y't, z° �e�_ �� 99o WINDOWS * DOORS o o �'�.�>•'••••..,. .... ~ m y v z -ZO GLAZING GLAZING 3 GLAZING GLAZING �{ M g 9 d OIL p PRODUCT PRODUCT p PRODUCT PRODUCT U U V # eo L4 2723 TRANSOM MULLED OVER TWINS TWIN TRANSOMS MULLED ,y STRUCTURAL BEAM OVER TWINS 90 ocn MULLION SPAN MAX.=74 MULLION SPAN MAX.=74' <z TRANSOM MULLION �—� 1—�—� iRo m n - c� GLAZING r GLAZING GLAZING U�' vZw IMPACT $ 3 PRODUCT $ 3 PRODUCT PRODUCT' GENERAL NOTES: Z o LI 1.This product has been evaluated and is in compliance with the 5th Edition(2014)Rodda Building m Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". ZS u 2. When used in areas requiring wind bome debris protection this product complies with Seciton 1609.1.2 8 _ of the FBC and does not require an impact resistant covering.This product meets missile level"W andm GLAZING GLAZING m GLAZING GLAZING excludes Wind Zone 4 as defined in ASTM E1996, o PRODUCT PRODUCTp PRODUCT PRODUCT 3.Wood bucks by others,must be anchored properly to transfer loads to the structure and be L) u N reviewed by the Building Official. Z 4. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. o 0 LL 5..Separate product approvals for each glazing product used with these.mullions must be submitted = _ U)N along with this mullion product approval. o o e 6.Anchoring of each glazing product to the mullion shall be as shown in each individual glazing TRANSOM MULLED OVER MULLED TRANSOM SINGLES MULLED ~~ product approval. MULLED SINGLES OVER MULLED SINGLES o 0 c 7.Wy.conditions_not covered in this evaluation are subject to separate Engineering evaluation. _ 8. Mullion design pressure rating,see load rating table sheets 2 and 3 of this drawing. _ - - r—MULLION SPAN MAX.-74"--1 --_, -a 9.The design pressure iafing of the assembly shall be the lesser of the load capacity of the mullion as m __s determined using this approval or the design pressure rating of the individual glazing products o used. -- - -- — — `——- —--- -—— - TYPICAL--MULLION- - N _ GLAZING E 10.Bounding box dimensions for geometric transom shapes must be equal to or less than the PRODUCT N z Q rectangular transom dimensions shown hereln.. CONFIGURATIONS LL o�� 2 10 os Z TABLE OF COMMM sr,r. N.T.S. o SHEET DESCRIPfiON NOTE: M.Err: DWS m 1 T cal elevations&general notes Vertical mullions depicted here are GLAZING 3 2 2723 mullion load table for concrete screw anchors covered under separate approval PRODUCTDRAW BY.. LFS DRAWING NO.: u2 3 2723 mullion load table for wood screw anchors FL-6067.6 n 4 2723 mullion section dimensions&anchoring SINGLE MULLED OVER SINGLEro SHEET__L OF \\� r� e S/LVERLINE 2723 STRUCTRUAL BEAM TRANSOM MULLION LOAD TABLE(PSF) `��\�`�• * ��,,�� TRIBUTARY WIDTH C: 28„ 30•, 32" 3Y' 36" 36,. 40•' 42" 44„ 46" 40" 60,. 62,. �X? �pog�' 74" 86.4 80.6 75.6 71.1 67.2 63.7 60.5 57.6 55.0 52.6 50.4 48.4 46.5 z 4+m 72" 88.8 82.9 77.7 73.1 69.1 65.4 62.2 59.2 56.5 54.0 51.8 49.7 47.8 $ ���� 3 70" 91.3 85.3 79.9 - 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 i�•,, •'` 80" 94.0 87.8 82.3 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 52.6 50.6 p� 666" 96.9 90.4 84.8 79.8 75.3 71.4 67.8 64.6 61.6 59.0 58.5 54.2 52.1 �j�•••••.......••' \```� N>° m " 84" 99.9 93.3 87.4 82.3 77.7 73.6 69.9 66.6 63.6 60.8 58.3 55.9 53.8 G 0. 62" 100.0 96.3 90.2 84.9 80.2 76.0 72.2 68.7 65.6 62.8 60.1 57.7 55.5 7j�/1111111\ N•,z 60" 100.0 99.5 93.3 87.8 82.9 78.5 74.6 71.0 67.6 64.9 622 59.7 57.4 v z o zo 68" 100.0 100.0 96.5 90.8 85.7 81.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 h E m m m 59" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 727 69.5 66.6 63.9 61.5 `o a MULLION SPAN a �' m'a a 2H 64" 100.0 100.0 100.0 97.5 92.7 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 r- �} m a 62" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 71.7 68.8 66.2 MAX. = 74" z 60" 100.0 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 Z 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 1 c 48" 100.0 100.0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 1 61.1 77.8 74.8 ING �d 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 3 PRODUCT 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.8 85.3 82.0 �_ o 40•' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10o.o 100.0 97.3 93.3 89.5 86.1 wo 3C' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 90.6 x 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 0 zv 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING GLAZING MM ~¢ 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PRODUCT PRODUCT 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ±101):00H 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 in,;;" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 ao.0 100.0 100.0 3 y� 24" 1 100.0 1100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ~- d �� e LL INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: LL-L-1O ^� 0 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE n a w BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). MULLION SPANm 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE MAX. = 74" SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. m 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN o- AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. N GLAZING o THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT PRODUCT DETERMINED IN STEP 1 ABOVE. o h N GLAZING o o PRODUCT 00 00 3 �a a a FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR J- s° SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE �= FOLLOWING: m �" a s � 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR 000 Dl;0.=:' THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT TRIBUTARY WIDTH = W1 + W2 w F Z U APPROVAL. 2 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN CAM 2110109 IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM SCALE: N.T.S. o 5 FASTENER SPACING ALLOWED IS 6" FROM EACH END AT DWG•B/: pWS m SECTION THRU-MULLION AND FRAME 15" O.C. MAX SPACING. cNK ay: LFS 3 e THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: oPAWING No.:A MINIMUM OF 3 THREADS OF THE SELF-DRILLING FL-6067.6 OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. n BY SILVERLINE CAN BE USED IN THIS FASHION. sNEe� 2 of 4 O d \ • 14.1- 7.4 SILVERLINE 2723 STRUCTRUAL BEAM TRANSOM MULLION LOAD TABLE(PSt7Is; TRIBUTARY WIDTH �28" 30" 3T' 34" 38" 36" 40" 42" 44" 46" 48" 60" 62" �t n9 90.9 85.2 80.2 75.7 71.7 68.1 64.9 61.9 59.2 56.8 54.5 524 _V7 ' �( i 72" 100.0 98.6 92.5 87.0 82.2 77.9 74.0 70.4 67.2 64.3 61.6 59.2 56.9 1/1; 6 70" 100.0 100.0 100.0 94.7 89.5 64.7 80.5 76.7 73.2 70.0 67.1 64.4 61.9 - i�,• z88" 100.0 100.0 100.0 100.0 96.8 91.7 87.1 83.0 79.2 75.7 72.6 69.7 67.0 ii \�% ?-2W. 100.0 100.0 100.0 100.0 100.0 97.3 92.5 88.1 84.1 80.4 77.1 74.0 71.1 i�•'• •••• \ m100.0 100.0 100.0 100.0 100.0 100.0 98.3 93.7 89.4 85.5 81.9 78.7 75.6 �/� '( z 6m62" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 95.3 91.1 87.3 83.8 80.6 1111 y u N .. 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 93.2 89.5 66.1 L v 3 0 e zo d 66'• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.8 95.8 92.1 ` Em S m o 0 68" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.1MULLION SPAN \ to m d L a 00 64" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 .0 100.0 MAX = 74" v m a (1j a N 67' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 e Z 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 `0 6 48" 100.0 100.0 100.0 100.0 100.0 100.0 10010 100.0 100.0 100.0 100.0 100.0 100.0 �- 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3 GLAZING �d $ _44" 100.0 1 100.0 100.0 1 100.0 100.0 1 100.0 100.0 100.0 PRODUCT 100.0 100.0 100.0 100.0 100,0 ao 42" 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 J� 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 z _ W. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 GLAZING GLAZING H-v 34" 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 PRODUCT PRODUCT 32" 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _ 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 g m z c 26" 100.0 100.0 100.0 100.0 100.0- 700.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3 j zo ti ze 102.6 100.2 126.2 100.0 100.0 100.0 100.0 100.0 100.0 706.6 100.0 100.0 100.0 24'• 100.0 100.0 100,0 100.0 100.0 100.0 100.0 160.0 100.0 100.0 100.0 100.0 tao.0 m sp 0 M3 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 0 o N 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE G BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). MULLION SPAN > m $ 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE MAX. = 74" SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN N GLAZING o o AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. v THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT 3 PRODUCT ` v DETERMINED IN STEP 1 ABOVE. zz 0 N N W g 3 GLAZING o 0 PRODUCT � $ FOR ANCHORING GLAZING-PRODUCTS TO THE MULLION, ANCHOR 1- - MIN _ - ` cq SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE o FOLLOWING: Im -1.-SUBSTITUTE (1 FOR 1) 1/4"-14--SELF-DRILLING SCREWS=FOR- _ __�_ _ 0 W1 + W2 0' _ ��� THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT TRIBUTARY WIDTH = 2 a z n APPROVAL. 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN DATE: 2110109 Z 0 o IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM srxr N.T.S. FASTENER SPACING ALLOWED IS 6" FROM EACH END AT DWG.BY: DWS 'm SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. CHK.BY. LFS 3 THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING DRAWING NO.: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.6 c G BY SILVERLINE CAN BE USED IN THIS FASHION, SHeEr_L GF 4 1-3/8" MIN. 1-1/4" MINjE 1-1/4" MIN. EMBED. EMBED. r) (4)3/16"0 CON =r: z ro (SEE ANCHO1X BUCK =V T, CONCRETE z ' V' m 2X FRAMING o e °�z° U zu tg =mow #8 X 3/4" aCONCRETE a N Ei a aSELF-DRILLINGSMSIII4� co 1/4" MAX. 1/4" MAX. (4)3/1 C 0 CONCRETE ANCHORS J,c,a (8)#10x1-117' (SEE ANCHOR SCHEDULE) ® WOOD SCREWS zz aim wT m ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1X BUCK IRE zz q, MULLION BRACKET ANCHORING ° 2722 BRACKET SHOWN vy wz (WOOD SCREW ANCHORING SHOWN) HORIZONTAL TRANSOM MULLION —325" O �--L—A------------ �--0.375" (8)#1 o SELF-DRILLING SMS I I E2 0 2723 MULLION I I I I N (6063•T6 ALUM) 7�„ #8 X 3/4° \VERTICAL MULLION o m z v 5.5 � �SELF-DRILLING SMS w o 1.14" 2723,2724 OR 2728 o Tn 0.375" 2.25' 2.25' 1 2.25' (UNDER SEPARATE APPROVAL) ;N ANCHOR MULLION TO MULLION o o CD CD w v �'+ � �`! MULIfOtl 4►dCHOR 6RACKETAI{CHDk 5CNEDUtE t� `< �� >j OR O i ANCHOR �'+" SDISTRATE v 'E7AOEDMENT' ED6ED15TAN"' CENrSMACTNRG'CENTER� � _ .,,.. .,...,.. _: _ ..a pMD1J..,.,,_,• ,- RaaU.:• • ' #IOPFHWOODSCREW lei o bWOOD 3/8" 1-18' #10-16SEFDRIWNG AMIN.OF31RE1DS SRAU PROTRUDE METAL SCREW STEELUGH 1-1 �N�^, OZ<L] CoErT� Un o s w o 0— p® THEST�SuaMTE ave 2 10 09 3 r: d 3/16"OPFH SCALE: N.T.S. I HOLLOW BLOCK 1-1/4" I.1/T 2" 3 mHILTI KKK-CON II+ Dwc,er: DWS m CONCRETE 1.1/4" 1.1/2 CHY,BY: LFS ; c MULLION ANCHOR BRACKET 2722 MULLION ANCHOR BRACKET 50-2722 WOOD FRAMING(S.G,>=0.42) DRAYANG NO.: 2 STEEL CONFORMING TO ASTM A653,16 GA.,0,060'MIN.THICKNESS(Py-33,000 PSI,FD-45,000 PS1) (6063-T6 ALUM) (6063-76 ALUM) SHEET METAL SCREWS(SAE GRADE 5 MIN.):HILT]KWIK-FLEX or ELCO DRIL-FLEX FL-6067.6 0 FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FOR CONCRETE ANCHORING CONCRETE CONFORMING TO ACI301(3,000 PSI MIN,)OR HOLLOW BLOCK CONFORMING TO ASTM C90 sHEET 4 OF 4 " G 4/5/2017 Florida Building Code Online i e o � 1 � m • 0 m B 's4. F1~leiAiilii-rir ..❑ - -- - BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge i Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search Florida W .e .. r Product Approval I -y'�R USER:Public User, • Y Product Approval Menu>Product or Application Search>Application List>Application Detail �I® s FL# FL14569-117 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR-shall be reviewed and ratified by the POC and/or the Commission if necessary. i Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd j Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com I Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 f (800) 535-3936 custom erserviceagents@jeld-wen.corn Quality Assurance Representative Address/Phone/Email I Category Exterior Doors j 1 Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing � 1 a Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By , Product Approval Method Method 1 Option A https://www.floridabLilding.orgtor/pr app o.aspx?param=wGEVXQwtaquxTVBjriRcYg%2fDEHW1XNZW1D0uyPOG87LWw,GxpHtrgMQ%3d%3d 1/3 4/5/2017 Florida Building Code Online Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products FL# Model,Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255-R7 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date- Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer FL14569 R7 II 3WO509-03 Installation.pdf instructions as stated on drawing JW0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf Created by Independent Third Party: Yes 14569.2 Contours Steel,Wood Edge Full Lite Door,Inswing, 6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006255.02-R3 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: FL14569 R7 II 3WO509-04 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.pdf Created by Independent Third Party: Yes 14569.3 Contours Steel,Wood Edge Full Lite Door, Outswing, 6'-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI006254-R5 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R7 II 1WO509-01 SS 2015-07-02.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.12df Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0" x 6'-8" 'MraksAf Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO11062 NI011062.01 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: FL14569 R7 II 3W032012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.12df Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIO11061-R1 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II 3W072012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3322.odf Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing,w/or w/o Sidelite, 8'-11"x 6'-8" https:/www.floridabuildng.org/pr/pr_app_O.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWlXNZWlDOUYPOG87LWwGxpHtrgMQ%3d°/a3d 26 415/2017 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7'C CAC NI011082-R1 Certificate.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract.Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports ' FL14569 0,AE PER3398.pdf Created by Independent Third Party: Yes 14569.7 Contours Steel,Wood Edge Opaque Door, Outswing, w/oI w/out Sidelites,8'-11"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011096-RS-NI011096.01- Approved for use outside HVHZ:Yes RS Certificate.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 Other: Installation Instructions FL14569 0' II S-2108-01.pdf Verified By: Hermes Norero 73778 Created by-Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3832.pdf Created by Independent Third Party: Yes Back Next Contac: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. ::Privacv'StatemenAccessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any'questions,please contact 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. I Product Approval Accepts: WIN ® echctk M Credit Card Safe i i i i https://www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDquxTVBjriRcYgp/o2iDEHWlXNZWlDOuyPOG87LWwGxpHtrgMQg/*3d*/gad 3/3 TA �v 74.5°MAX. OA FRAME WIDTH 70.25'MAX. OA FRAME WIDTH - JELD Wt i.N@ Steel 875• [36.625'MAX. OA. 125° TYP.75' -1 75'MULL 15.5°MAX. OA 36`MAX. OA. , .875' 1�6'MAX O.A, SIDEUTE MAX O.A. WIDTH CONTOURS EO TSWINOIR,WOOD EDGE PANEL WIDTH PANEL WIDTH TYP. PANEL WIDTH PANEL WIDTH 6',B"OPAQUEOUTSWING/MPACT DOOR UN?S W/A'`��L WITH&W/THOUTNON-IMPACTS/DELITES III I GENERAL NOTES INACTIVE ACTIVE 6"MAX. Z Ec as 1.-THIS PRODUCT_IS-DESIGNED TO COMPLY.-WITH-THE CURRENT FLORIDA BUILDING 80'- - - - - - _80° OA D.L,O, a C) CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE - - - - - - - - - WIDTH--- _W_W ti o0 ZONE'HVHZ'REQUIREMENTS. ^v 2. WOOD OA. O.A.BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PANEL PANEL 6J.125" O g H LOADS i0 THE STRUCTURE. HEIGHT HEIGHT MAX. W S Z 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR-LOCATION e _ _ .. _ __ ® _ OA DRAWINGS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 81.25' 81.25` D.L.O. DRESSING OR STUCCO. MAX MAX HEIGHT 4.SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. OA KaTO OA O 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR 'MHZ'ZONES. SEE FRAME FRAME THE DESIGN PRESSURE CHART BELOW. HEIGHT - HEIGHT 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE ZO APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES z 8.SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE LL, oo o N CONFIGURATION. -SME OUTSWING IMPACT o o wz UNIT(0X0) W/NON IMPAC 0.625'J 0.75° 0.625° J 3 SIDELITES VIEWED FROM EXTERIOR a�� o RESIDENTIAL INSULATED STEEL DOOR(Common to all frame conditions l DOUBLE OUi5141NG IMPACT UNIT(XX) COMPONENT CONSTRUCTIONS: -AMM EXTERIOR 107°MAX. O.A. FRAME WIDTH z zo 37,75'MAX. OA. 875' z 125• - .75'MULL. 15.5'MAX. D.A. ca Face sheets:24 ga. (0.0201 minimum thickness, Galvanized Steel A-525 FRAME WIDTH TYP.' BAR Typ, SIDELITE FRAME WIDTH 0 S s a commercial qualityAKDO per ASTM 620 with averse minimum yield 36.625°MAX. OA o o w w strength F ave.24,600 s 9 J6'MAX. OA 36'MAX. OA 14'MAX.TH co .875'TYP. PANEL WIDTH 9 Y( ) P PANEL WIDTH PANEL WIDTH PANEL WIDTH Core design:Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by W/ASTRAGAL JELD-WEN, INC. o o o Door Panel Construction: The active and inactive panels are constructed from o m 3 24GA. (0.020'min.)galvanized steel. The face sheet tops and bottoms are ® ® ® ® ® ® a o bent 90'over the top and bottom rails. The top LVL rail measures 1,67' INACTIVE ACTIVE 'MAX wide x 1.042'high. The steel bottom roil is roll formed 0.021'galvanized O.A.OD.L.O. 5 N steel measuring 1.67'wide x 1.21°high. The sides of the face sheet are 80' 80' MOTH v roll formed onto the LVL latch stile,and Ponderosa Pine hinge stile which MAX. MAX. v v measure 1.67'x 1.0'. The interior cavity is filled with polystyrene. The OA O.A 61a face sheets are glued to the polystyrene. PANEL PANEL 63.125' o Fxed Lite Const.:The sash is constructed from 24GA. (0.020'min.)galvanized HEIGHT HEIGHT MAX. N N w steel. The edges of the face sheet are bent 90'over the polystyrene core e e AQhO•A• w w w and glued to it. The sidelite panels ore routed to receive the ODL Lip Lite 81.25' 81.25' O.L.O. Frames or the optional Trinity Light Frames. (See sheet 7 for glazing MAX. MAX• HEIGHT 0 0 details.) The lite frames are seated w/QSO glazing compound on the D•A O OA a 6-1 0 y exterior. FRAME FRAME o R R Z �� Frame Construction:The frames are constructed from Ponderosa Pine jambs HEIGHT HEIGHT measuring 1.25'wide x 4:5625'deep. The door and sidelite head jambs �H are mortised and butt joined.to the.side jambs and attached with (3) 16GA. o 8 2'x 7/16'crown wire staples. The units use a standard bump face Pemko " threshold measuring 4.041'deep x 1.0`high. The threshold is attached to the frame with 3 16GA 2'x 7/16'crown wire staples. DOUBLE OUTSWING IMPACT N O O Q 11T!lizj UNIT(OXXO) },'/NON-IMPACT TABLE OF CONTENTS 0.625`. 0.75' 0.625' ♦♦♦♦� F O z/ SIDELITES VIEWED FROM EXTERIOR w w o v m a SHT# DESCRIPTION SINGLE OUTSWING IMPACT UNIT(X) 1 GENERAL NOTES AND TYPICAL ELEVATIONSVIEWED FROM EXTERIOR ` oATe: 9-11-01 TABLE 1: :' :o SCALE: N.T.S. 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS - Prepared By: DESIGN PRESSURE RATING-WHERE WATER 7 J HORIZONTAL CROSS SECRONSINFILTRATION REQUIREMENT IS NEEDED 0wc.BY: JWJ 4 HORIZONTAL CROSS SECTIONS AND NOTES SINCtE DOOR UNIT X ox,x0,oxo = 'fl T T i + - cHx,ar:S. SAFFELL 5 ANCHORING LOCATIONS AND DETAILS ( +66 psf-70 ps/ � lv 6 ANCHORING LOCATIONS AND DETAILS W/WO NoN-IMPACT sIOEUTES 0 •, � Ppb'pkv♦- 01>wvnHc Ho.: Digitally signed by Herm as F.Norero,P.E. , � ♦ BUILDING DROPS, INC, S-2104 7 GLAZING DETAILS DOUBLE DOOR UNIT()D(,OXX,VO,OXXO) +57 psf-57 psf ReasomIamapproving this document s4P� aH ♦1s�e Phone: 954-399-8478 6 UNIT COMPONENTS WAD NON-IMPACT SIDEUIES Date:3015.02.1612:44:49.05'00' FSPE�d°p A Qn°�0.29578 Fax:954-744-4738 sHEET 1 OF 8 0.75"MIN. CONCRETE/ 0.75"MIN. CONCRETE/ m MUM EDGE DIST. MASONRY 51 EDGE DIST. MASONRY I DOOR STEEL FACE SHEET 24GA. 0.02"MIM.) STEEL 1.50' BY OTHERS 1.50' BY OTHER 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) WOOD MIN. MIN. 3 FRAME HINGE JAMB(FINGER JOINTED PONDEROSA PINE) WOOD 0.250 EMB. 19 EMB. 19 4 FRAME LATCH JAMB(FINGER JOINTED PONDEROSA PINE) WOOD MAX 5 4'x 4'BUTT HINGE 12 a. BY HAGER) STEEL C g: , SHIM 20 20 6 §9 X 1"PFH WOOD SCREW(HINGE TO DOOR) STEEI 7 DOOR LATCH STILE LVL 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM LO 2 0.250' 44 FOR MULLION CAP STEEL 1* C6 MAX. 10 COMPRESSION WEATHERSTRIP FOAM 11 SHIM 32 ll DOOR TOP RAIL LVL SEE DETAIL 7 —77— SEE DETAIL 7 12 DOOR BOTTOM PAIL STEEL ON SHEET 5 .1 1;- ,., ON SHEET 5 13 DOOR HINGE STILE(FINGER JOINTED PONDEROSA PINE) WOOD 31 1-4 #10 x 1 314"PFH WOOD SCREW STEEL Lu SEE NOTE 6 ON CL 17 29 m �e SHE 4 SEE NOTE 3 ON 15 LOCK BLOCK(FINGER JOINTED PONDEROSA PINE) WOOD SHT. 4 16 3116-ITW TAPCON ANCHOR W1 1 114" MIN. EMBED. STEEL 10 17 EXPANDED POLYSTYRENE (1.0 to 1.25 lb./cf DENSITY) BY JELD-WEN FOAM 1.750"MIN 1.750"MIN. 18 NOT USED 11 36 PANEL THK PANEL THK. 19 2x WOOD SUB BUCK WOOD ----- 20 SHIM(0.25-MAX. THK. HIGH DENSITY PLASTfC OR GREATER 17 21 KWIKSET 400 SERIES KNOB STEEL SEE NOTE 2 ON 22 KWIKSEr TITAN 700 SERIES STEEL 2 — UDLEA:'�NO'SHOWN) SHT. 4 38 LF!FRAME 23 8 x I IL2'PLASCREW(0 STEEL 45 24 iB x 2'PFH WOOD SCREW STEEL 25 18 x 2 112"PFH WOOD SCREW STEEL JIO x I'PFH WOOD SCREW(IMPERIAL ASTRAGAL TO DOOR) 0.125"MIN. 4 26 STEEL ot t GLASS THK. 27 110 x 2"PFH WOOD SCREW STEEL 28 MULLION CAP WOOD WIQ EXTERIOR INTERIOR EXTERIOR 29 SILICONE CAULK(CR LAWRENCE 33 C) SILICONE 81.25" 80.0" 81.25' 80.0" 30 GLAZING COMPOUND(OSD BY ODL) SILICONE MAX MAX 31 BRAD TRIM NAIL 16GA.x 314" "FOR 3/8QUARTER. ROUND.) STEEL MAX. MAX. SEE GLAZING � m cc D.A. O.A. O.A. DETAILS, SHEET O.A. 32 318-QUARTER ROUND SIDELITE STOP WOOD �2 v PANEL PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 1 Of FRAME FRAME 7 0 HEIGHT H T HEIGHHEIGHT E 34 SCHLAGE KNOB SEr#F51 STEEL HEIGHT 000 35 SCHLAGE DEADBOLT§8360 NOT SHOWN) STEEL 0 36 SIDEUTE STEEL FACE SHEET 24GA. (0.020-MIN. MEL) STEEL a. 37 1/8'TEMPERED GLASS BY PPG) GLASS SEE NOTE 2 ON 23 37 38 ODL LITE FRAME SC(SPARTECH POLYCOM PP5530 C13) POLYPROP. SHE 4 39 PRESSURE TREATED MULLION BAR4'x 4 9116 x 81 114") P.T. WOOD L ALUMINUM IMPERIAL 40 ALUMINUM EXTRUDED ASTRAGAL BY IM Q 38 41 ASTRAGAL STRIKE PLATE BY IMPERAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL 36 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN) STEEL 17EE 44 SIDELITE FRAME HEAD, SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD NOTE 6 ON 17 SHT. ,2k9 45 LITE FRAME BY TRINITY FOR 112"I.G.U. POLYPROP. 10 INSULATED TEMPERED LASS BY TRINiTY/AMPAC) GLASS 3EE NOTE 8 ON 32 46 112 16 47 LITE FRAME BY TRINITY FOR I LA POLYPROP. Ea 2 SHT, 4 3EE NOTE 9 ON 33 48 1"INSULATED TEMPERED GLASS GLASS LTRINITYIAMPACT CLASS 9;9; 16 SEE SHE 4 LONG PANHEAD(BY TRINITY) 49 LITE FRAME SCREW#6 x 1 112 STEEL 2 SEE DETAIL 7 NOTE 3 50 GLAZING COMPOUND DOW 1199 SILICONE :. 12 ON SHEET 5 ON S T. 4 8 5-1 #10 WOOD INSTALLATION SCREW W1 1.50"MIN. EMBEDMENT STEEL 44 31 52 DOOR LATCH STRIKE PLATE STEEL r2 .. ............. 1 53 1 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL 1.25 SCALE. N.T.S. MIN. .0 Prepared By. 1.25" MIN. CONCRETE EMB. 1.75" 2,50'MIN. CONCRETEI 7 MIN. 5 �j MASONRY DWG.-BY: Jwj DIST�- MASONRY MIN. EDGE DIST BY OTHERS = -a T T r CHK.BY.S. SAFFELL EMB. BY OTHERS -P '. .1 4tj 0 .1 4Q DRAVVING NO.: VERTICAL��CROSS SECTION AT CROSS SECTION BUILDING DROPS, INC. S-2104 WITH I7 I� H H DAM THRESHOLD DELITE SASH Phone: 954-399-8478 F8PE 'I 2957a Fac,954-744-4738 SHEET_2 OF_8 SEE NOTE 4 25 19 20 4 52 7 1 1513 6 5 6 3 20 19 2 SEE NOTE 7 ON,SHE 4 21 4234 ON SHE 4 XT R OR EXTERIOR m Ind 1.750°MIN. U �- o PANEL THK. in CONCRETEI A. / / / // j MASONRY p BY OTHERS ° 1 INTERIOR INTERIOR �X51 10 10 51 a 0.75°MI ��� 1 17 17 1 �// ° ° 0.75"MIN. B y EDGE DIT.°° SEE DETAIL 5 SEE DETAIL 5 °° EDGE DIST 0 o a ON SHEET 5 ON SHEET 5 e 3 a A /L § yo ° 0.250'MAX. HORIZONTAL CROSS SECTION [ZHORIZONTAL CROSS SECTION 0.250"MAX. ° y ' RP SHIM LATCH JAMB TO BUCK HINGE JAMB TO BUCK S s 1.50"MIN. SHIM 1.50°MIN. W w x CONCRETE/ EMBED. EMBED. MASONRY BY OTHERS P.6 o SEE NOTE 1 26 ON SHE 4 4O ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 17 40 52 7 21 4234 D EXTERIOR 0.31°DIA x 9.0'LG. AT TOP & BOTTOM 5 � 15 1 7 1 15 "'� ^''-'- �mU INACTIV EXTE`IO`_ CA TIVE ' I ig W SEE NOTE 26 1 SHE 4 � oo 2 INTERIOR 10 El 0 DETAIL 1.. ��� ASTRAGAL TO STILE ATTACHMENT ^ ^0 0 0 0 1.750" NOTE: ITEM 24 NOT SHOWN THIS N o^ •�a / R;(`R4TjK�i u �� �� PANEL MIN VIEW FO PANEL THK \ INTERIOR ��� ES F. SEE DETAIL' �•`7 Q i� DATE: 9-11-01 SEE NOTE 4 24 1.ON THIS 10 1 17 7 'O Prepared By: scAtE, N.T.S.ON SHE 4 SHEET _* ; ? *_ DwG.BY. JWJ o T T Q CHK.BY:S. SAFFELL HORIZONTAL CROSS SECTION %�O f�/}� P:'� � ® DRAWING NO.: AT IMPERIAL ASTRAGAL �� p IQAA.cr °i'7 �` BUILDING DROPS, INC. S-2104 eA� � Phone;954-399-8478 rear Q.29578 Fax:954-744-4738 SHEET 3 or 8 3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 4234 13 6 5 6 3 28 9 44 14 SEE NOTE 7 ON SHE 4 ON SHE 4 324745 38 0 SEE NOTE 3 EXTERIOR 1.750"MIN. ON SHE 4 31 EXTERIOR PANEL THK. 36 17 ti m o 37 ZczCcao \ \\ Max �/ \\ INTERIOR / \ SEE GLAZING 36 ��� 1 INTERIOd 10 ��\ SEE NOTE 2 23 DETAILS, 10 SEE NOTE 5 SHEET 7 �� \\ E SHT. 4 25 �� \\ ON SHT. 4 SEE NOTE 6 �� �� 25 SEE NOTE 5 1 17 17 1 �� �\ 29 SEE NOTE 6 W z ON SHT. 4 29 / \ ON SHT. 4 ON SHT. 4 o SEE DETAIL 5 SEE DETAIL 5 0 0o h W 0 N 0.750" ON SHEET 5 ON SHEET 5 0.750" SEE GLAZING 39 39 DETAILS, SHEET 7 00 (FZ HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB NN o NOTES: CONCRETE/ SEE NOTE 351 19 20 4 T 37 o 3l � it 1. SPACING FOR ITEM X26 THE X10 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY ON SHT. 4 � AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP; 1.0", 2.5", 4.0", 5.5", 13.0", 18.0'& 26.0°. BY OTHERS 0 m 2. SPACING FOR ITEM x'23 THE J8 x 1 1/2"PLASCREW IS AS FOLLOWS: SEE GLAZING a ><x x TOP & BOTTOM. HORIZONTALLY. SIDEUTE PANEL; 3.0"IN FROM EACH CORNER. 32 36 38 45 47DETAILS, SHEEP 7 is ON THE SIDES, VERTICALLY, FOR THE SIDELITE PANELS; 3.0, 13.0, 26.0 39.0", 52.0"& 63.0". 3. SPACING FOR ITEM #31 THE 16CA x 3/4"BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND a a ITEM #9 THE 16GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS \ 0 0 FOLLOWS: TOP & BOTTOM HORIZONTALLY(FOR THE 3/8"QUARTER ROUND); 1.25"IN FROM EACH CORNER WITH • \ EXTERIOR N N W (1) NAIL MID-SPAN. a \ s ON THE SIDES VERTICALLY(FOR BOTH 3/8"QUARTER ROUND & MULLION CAP); 1.25"FROM EACH END & SIX MORE z z EQUALLY SPACED ON THE FIELD. n •a' \•' o y 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A #8 x 2 i12"PFH WOOD SCREW. sa, � 0.125"MIN. INTERIOR o 0 0 WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM x/24, A#8 x 2" GLASS THK. o� PFH WOOD SCREW. a \ B @ W w 5. SPACING FOR ITEM x/25 THE#8 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, •a. \� ������ IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2 23 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W 29 SILICONE CAULK ON THREE SIDES AND iy ITEM a / ON SHi. 4 0 0 0 0 \ HORIZONTAL CROSS SECTION o^ 3/8"QUARTER ROUNDS SECURED WITH ITEM 931 BRAD TRIM NAILS x 3/4"LONG. < \ 4 (�T �IpELITE TO BUCK N O N o 0.75"MIN. • n> �\ 29 SEE NOTE 6 ``,�� 1'1 SEL o 0 0 Z WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #27, A #10 x 2"PFH SCREW. WHEN ATTACHING EDGE DIST \ ON SHi. 4 `��� ES F.ty THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #74, A #10 x 1 3/4"PFH WOOD SCREWY. 8. SPACING FOR ITEM #49 THE#6 x 1 1/2"PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: a >' SEE DETAIL 5 :�� :'� P ��� DATE: 9-11-01 SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25, 18.0625 32.8125", 47.5625"& 62.625", a ON SHEET 5 �: -.0 Prepared By: SCALE; N.T.S. SIDELITE UTEFRAME TOP & BOTTOM FROM THE LEFT: ONE (1) SCREW AT 4.4375". ° _* 7 ;-* _ M.BY: JWJ 0.250"MAX. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM T T Q CHK,BY:S. SAFFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 1150- . MIN. O P <ljj u oRnVnHc Ho.; 10. USE ITEM J51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAMBS. USE ITEM #25 WHEN INSTALLING INTO EMBED. '�T "`�RA•u iib ��� BUILDING DROPS,INC. S-2104 MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. �"�i E"° L. Phone:954-399-8478 FBPE�u� A M 0.29578 Fox: 954-744-4738 SHEET 4 of 8 74.50"MAX. O.A. FRAME WIDTH 70.25"MAX. O.A. FRAME WID SEE DETAIL 2 f ON THIS SHE .. " R SEE DETAIL 4 4.50"TYP. 9.00"TYP. m 00'TYP. ON THIS SHT. 3.00"TY. 6.58" 6.00"TIP. C1 m p 6.00" to 6.00"TYP. 12.50" 3.00"TYP. -3.00'TYP. Z cc vS A .00"TYP. SEE DETAIL 4 2 a ¢ N ON THIS SHT. W WY-� T.375" 6 TYP. I III i I I I_ 7.375" _ — — _ - C g �' m 51 m W n 51 - 51 --- - - TYP. _ - - - _ cti�-C-- TYP. TYP. 31, 5 — SEE NOTE 5 — 31" - 5 SPACES ON SHEET 4 SPACES -- = _ - - ® 13.85"_ SEE DETAIL 6 - -- ® 13.85" SEE DETAIL 5ON THIS SHT. r ON THIS SHT. _ 81.25" 81.25. I MAX. W MAX. \ O.A. 25 8 y z FRAME I 1 Hf EI HT 15.50" _ TYP. _ _ g HEI HT _ 5.50"1 I _ 3 a 3r ��o zo 0 2 31" 31" 31 Nit m =� — — a — — oo� � L36.625. 36.625" 16 16 TYP, II TIP. o o o a 3.00' .00"TYP. 00'TYP. 12.125 3.00' 7.00"TYP. 6.00 7.00"TYP. TYP. o TYP. .15"MIN. 8 0 i C-SINK. �,N SEE DETAIL 3 �-` us ON THIS SHT. z DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS / \ VITFROM INTERIOR VIEWED FROM INTERIOR I o o z 25 16 53' 53 SEE NOTE 10 1427 SEE NOTE ON SHEET 4 7 SHEET 4 / \ 41 / o \ // \ \ i 1 11 1 ��`ES F 07/4OUNTERSINK FOR I IA71ON ANCHORS / • • . 6 • 5.50" 1 1 P4 5.50" I I 2425 :�� � ��. DATE: 9-ii-01 1 141 1 6 SEE NOTE 7 '_�_ Prepared By: SCALE: " N.T.S. 4 SHEEP 4 * , *± owc.er: JWJ o T T Q CHK.BY:S. SAFFELL J 52 52 :�O••'' P r <u�? • orUwiHc Ho.: DETAIL 2 - 0 HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL DETAIL 6 Ran EA __ 0 � BUILDING DROPS, INC. S-2104 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB& DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB E QiPhone: 9-8478 rea �duax Nb.229578 Fax: 954-74454-744-4738 sH�r 5 aF 8 O —107.00'MAX. O.A. FRAME MOTH37.75"MAX. O.A. FRAME WIDTH Lo CC SEE DETAIL 2 Rt ON SHEET 5 L 14 4.50" TYP. lz 16.41 SEE DETAI TYP. ON SHEET 4 5 V; 00" 3.00' .00"TYP. 13,41"TYP. &00* 6.00" TYP, LU '"-c 3.00" TYP. --3.00'TYP. TYR SEE DElL TYP.— TYP.— 6 TYR 7.375' ON SHEET AJ54 6 TYP. 1 7.373" 6 TYR XE 57 51 51 Typ. TYP. TYR 6 5 N 5 SEE NOTE 5 3 SPACES @SPACES 11.54" 31" SPACES ON SHEET 4 0 1185 13.85' SEE DETAIL 5 81.25- SEE DETAIL 6 81.25 ON SHEET 5 MAX. ON SHEET 5 MAX. O.A. OA. FRAME 2 FRAME 5.50'j25 HEI HT 5.50 HEI NT " 37' 0 ji 21 'A. — 0. 36.625' 16 36.625" 16 TYP. - YP. TTYP. If 3.00" Do"TYP, Typ� TYP. 6.00" 8.58' 3.00, 300' 7.00*TYP. 7.00'TYP. W SEE DETAIL 3 SINGLE DOOR WITH IIT SIDELITES 6UQUQR LOCA120—N5 ON SHEET 5 VIEWED FROM INTERIOR DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS v VIEWED FROM INTERIOR F. 0 DATE, 9-11-01 0 Prepared BY. SCME! N.T.S. 7 owo.BY. JWj T T, cwsr:S. SAFFELL ORAWINO NO.: BUILDING DROPS,INC. S-2104 dA PAMIa Phone:954-399--8478 FUPE P Vyt n57a Fox:954-744-4738 sHEET 6 OF 8 17 50 30 37 ` 0 Q A 50 ' O5 EXTERIOR U m O y 0.125" MIN. Z ¢ va^ TEMP. GLASS —- - — — — - - W W_� C_ CJQ ¢ � 0.50" INTERIOR GLASS BITE - - -' -_- 17 29 50 29 46 - 50 38 23 SEE NOTE 2 ON SHL 4 . EXTERIOR 0,500"MIN. GLASS THK. 0.125"TEMP. 8 GLAZING DETAIL 1 0.250"AIR S H ODL LITE FRAME SINGLE PANE GLASS SPACE 3 a 1/8"TEMPERED GLASS o - SPARTECH z o a POLYCOM PP5530 C13 _ Ng Om 25°x .50" 0.125" TEMP: INTERIOR 0.50 INTERCEPT GLASS o o: GLASS STEEL SPACER o 8 q o f BITE O e 0 50 SEE NOTE 8 a a 17 29 29 48 50 45 49 ON SHE. 4 5 5� U o EXTERIOR 0.125"TEMP. GLAZING DETAIL 2 8 o �oow GLASS TRINITY LITE FRAME 1/1"INSULATED TEMPERED GLASS � LUPOY EU-5007 1.000" MIN. 0.750"AIR SPACE 45 GLASS THK. 888 INTERC 7 0.125" TEMP. ALL GLAZING 0 FIGURATIONS o 0 0$a INTERIORSTEEL SPACER GLASS SHALL COMPLY WITH SAFETY 0.50" GLAZING REQUIREMENTS OUTLINED =0 0 8 0 GLASS IN FBC SECTION 2406. N o 0 a BITE 50 4 49 SEE NOTE 8 �� ES F. ON SHT. 4 '- GLAZING DETAIL 3 7 Prepared By: SCAM N.T.S. TRINITY LITE FRAME * : Prepared Err'. JWJ I'INSULATED TEMPERED GLASS v . T T cY : Q CHK.ar:S. SAFFELL LUPOY EU-5007DRAVANG NO.: % BUILDING DROPS, INC. S-2104 i"ka7 EACH Phone:954-399-8478 i9PE 'a� A (ASO,9957e Fox.954-744-4738 SHEET 7 OF 8 3/20/2017 Florida Building Code Online r _ (�/ ra BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts I Publications I !FBC Staff it BCIS Site Map Links I Search „ I Florida r , ° 1 Product Approval I 'USER:Public User 01V Product Approval Menu>Product or Aoolication Search>Anolicatlon List>Application Detail FL# FL13757-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road j Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative j Address/Phone/Email Category LAcc utters Subcategory I 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 Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. d Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.pdf FL13757 R5 COI IndeR3.odf FL13757 R5 COI Indep-pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 I https.,//www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObFp/`2/*2fmZrDFh7dHzwQp/p3dp/o3d 1/2 3/20/2017 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eauiv 2.Ddf FL13757 R5 Equiv Eauiv.3.adf FL13757 R5 Eauiv Eauiv.pdf I , Sections from the Code Product Approval Method Method 1 Option D I j Date Submitted 04/21/2015 Date Validated 04/29/2015 j Date Pending FEC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products F Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II DWa.Ddf Approved for use outside HVHZ:Yes Verified By:'Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5'AE Eval.Ddf combinations and additional limitations of use. Created by Independent Third,Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistantj Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwa 2.pd Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third'Parry: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval 2,Ddf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation'Instructions Approved for use In HVHZ:No FL13757 R5 II Dwg pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports . Other:See product drawing for additional information, FL13757 R5 AE Eval'3.adf anchorage, etc. Created by Independent Third Party: Yes isack fEext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:B50-487-1824 The State of Florida Is an WEED employer.Cooyriaht 2007-2013 State of Florida. :: Privacy Statement i s Aaesslblllty Statement:: Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 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 detirmine if you are a licensee under Chapter 455,FS.,please dick here. Product Approval Accepts: i ® ® eClirst M Credit Card Safe' I https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQ010bF%21%2fmZ�DFh7dHzwQ°/a3d%3d 2/2 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 1. THISSYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE IRC).THIS SYSTEM UNLIMITED WIDTH $•O A �N o MEETS MISSILE LEVEL"D"AND DIE ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. 9•,• < 2- POSITIVE AND NEE PRODUCT EGATIVE DESIGNR PRESSURES ES CAMORE L ULLAATED FOR USE WITH THIS SYSTEM SHALL BE SECTION �i0'c I mo•'� DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE EQ,U TOP TRACfi'ij �j F O DA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE O NEGATIVE DESIGNPRESSURE € 3. TESTING AS CONDUCTED IN CCORDANCE WACITY VALUES LISTED HEREIN ITH TAS 201/202/203 AND ASANY ASSEMBLY AS TM E1886/E1996/E330. ¢D' 0 3` 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 =51 w`00 SAFETY FACTOR. 99 Yl 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING EQUIED FOR ALL WIND "w ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. Ui 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND z 0 Lu �- LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o N w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w ¢ DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 v� SHALL BE USED. a B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N S� 9. TH SE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTERTM ow% 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. $ 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q F� CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR e e y n VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. zc d il. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL _ DOCUMENTS' HURRICANE PROTECTION a 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING, BOTTOM s OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI9NED,DATED AND TRACK cps SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE S DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAFITING HIS APPROVAL LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS- INFORMATION: IEWS INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E189,E1996&E330 1 SHUTTER ELEVATION TAS 201,20 FLORIDA &203 N.T.S. EXTERIOR EV DA BUILDING CODE APPROVED 1 tT 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 2S TABLE 2: [3 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE I/4"0 OR 3/16'0 5052 ALUM.ALLOY. p 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ NON-HVHZ ESSENTIAL r BOX LOCK AT CENTER OR SIDE CLOSURE. - FACILITIES E E 17. TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS d . 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10"' S?AN 5 30 ABOVE >30'ABOVE 5 AL ATION >30'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. ` >I a 21. ALL STEEL IN-CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE ISM 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 244 1-518' 2318" 1-518" s9" 3-VY 1-718' 3-518" 1718" TABLE 1: _ TABLE 1 NOTES: 120• 4-118" 2" 4-114" 2" y ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 1 -' 4.718' - -2' 5" - _ _ 2" SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: MAXIMUM ALLOWABLE DESIGN PRESSURES tpP1IR966tkClLBFRUPCOPE SPAN SCHEDULE 1. HVHZ:DEFINED N D AS ALL LO ATIO N AND R THAN M COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. TIOIirFLVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWAR COUNTY POSITIVE NEGATIVE SPANS LINEAR INTERPOLATION BETWEEN SHUTTER rcmuo1r- 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A P+A60 oeccwvnox, SF pg DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM 4. INSTALLATIONS PAN OF AT LEAST IN WIND ZONES THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL )--1 1 SPAN SHALL BE USED. HAVE MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' 72" 100 100 GRA ABOVE GRADE. � BB" 70 705. LINEAR.INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 53 53 6 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 43 40 SEPAR t<i1 nON FOR OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144" �LJ1 �AEIINARDO,P.E. PROJECTION VARIES 2.87x• ---ttt--- 4.874•MAX, 7 I T 0.080- 0.125` T ,".O. 0.062• 0-.4500 1.708• 0.100• --1.830° 0.06.r 2i° N 1.700.100' 0.00 � 0-.063° 0.195" p 0.195• .1.+ O20.81420°0.060• 0.070" 0.X6O0.00.125" : 0.6302' 0.062' o 1.993' 0.6300. . 2L -0961 09G. 069° 0.971' 0.971"{ 0.143•6 060,-r.L200" 0.6303' 0.062 0.6300.0 0.06 1069` rI.p69'4 0.062 . 2 2 Mpp� 0.062° 0°UPPORT LEG OPTIONAL5.745' AX - - 1069- 5.745'MAX. L�p'.• N WALL BUILD OUT WALL STREAMLINE CEILING TRACKOSTREAMLNE WALL TRACK HEAVY HEADER/SILITE HEADER/SILL eQ wOSCALE.HALF a�9 mve'�3 $Z ' ,ao SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALEe HALF SIZE •+� gg a g WHERE SHOWN,SCREW BOSSES A &FELT GROVES ARE OPTIONAL Ci ON ALL EXTRUSIONS 0.874•- 2.655° 0.675• p� r` i2)1r9Yj ��--} 510' 2.195" 1.230° 'g d -51 T1.229' I ' 0.1 S. 0.060' ''11�� 09-2.655` i GD 8riI in1.069• ti '"� $ 6.105• a2.362ro4.04" g.831 r i } -4.510°6.165. I �po. 6.165" � 0.075• 10 0.675• I � �-`�� 0.994•-1 g $ ,� 0.044° -1. - - I I NOTE:TESTED THICKNESS OF 0.781' i- 4.510• -1 -3.506•-� f� BARE METAL W/O PAINT 15 0.039' YS O7 SILL OS SILL ADAPTER Og EXTENDED SILL EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE mac p SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 5 n SCALE.HALF SIZE d e �� x0.477' �c am , 0.143° 0.143`�r - - -- 0.080• II 1 x0.590° 0.34P--80,1. 7. 0 5100.070' --r..0.245- r- .245 1.708' 0.143' 0.096' {IL--1'L - - 0.060" Y4.7s3° 0 0.11s• 0.117• 0.090•k .1194.510°- { _ _ _0.0}0.682'F1.12' f-+0.420- 0.630° 0.060' 0.080°7. 0.094' 0.227' WPlRRGrtFlGNRL!@eAf00Pfi 0.693° 15-2339 NOTA:THICKNESS OF BARE �--1.625°---� sexes METAL W/O PAINT IS 0.039" vice ormi;wrl �g 6,8 STREAMLINE STACK RADIUS CEILING HEADER/ S1LL 17 6.8 STARTER Ig WALL SILL CLIP ®WALL SILL SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE IT LLL��� P.E. 1,.�9510' 'D-'• „! G 0.610" STAINLESS STEEL 280`I I NYLON WASHER OR ASSEMBLY .4 0"0 ALUMINUM 0.357° T 0.320'r'J HOLE 2 , - N ua 0.276° p, o Z o 510 x 2-3/4'410 HT S.S. go 0.880 J- NYLON ,�.-� a"a' INSERTS SCREW W/TC ULTRACOTE T�- 0.591' "i 0.05), WHEEL ti o 0.120"o INTO COATING M 1.100•-1 ho.zao° �� �r TRACK (TYPTOP1480TTOM) �0•�2• ��% 7 ' NYLON BUSHING W/WASHER: `��`:_ �,• r 5'MAX. j TYP•AT EVERY OTHER 0.870"0.750' 7/16"0 x 1/2'@ INTERIOR JOINT TOP 0.154-4 10.137' / INSIDE]DINT AT TOP. 7/16"o x 1'@ INTERIOR JOINT BOTTOM / Idim O ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR -4 19 HOUSING-ZINC DICAST,POWDER COATED 9 U 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT ffne a 6"'- SCALE:HALF SIZE 24 26 1:T $ SCALE:HALF 512E NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE .•�.m l w b l OR KEYITHUMB TURN OPERATED INSIDE. "0.250- 23 BRASS PUSH LOCK 4 SCALE:HALF SIZELu N i R0.155' 1.978' 1D m 2.325" °t O i R0.500" •0�° 0.236' 1.742" 0.289 1.603' 0.500' 0.623' 1.710" 1.224" 0.267' gri d � ri 0.790• 0.090• 0.319°c IYoL 6- ° 0.531' 0.28° L2.2 0.064° a.09 0.607-10.607" 0.118' 09. N0.224 0.060" . 2750" 2.000' 4 0.240" 1.75 ' w' WONg � �� ^ 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476• �t-- p.24o• d?m � SCALE:HALF SIZE SCALE:HALF SIZE 0.160` 0.222'_t f 1.001 0.062'0,06r 0.062" 0.171 y O30 UNIMATE LOCK 3t MALE BOX CENTER 32 FEMALE BOX CENTER ^� `7 a d SCALE:HALF SIZE O SCALE:HALF SIZE SCALE.HALF SIZE u f S . 4-0.062' a "0.400"13/16'WIDE h-}0.400° 41A 167° 7/16"PI STAINLESS a STEEL NUi �q s ry 30 k0.125" 0m 0.438' w I- 0.188° 5/18-18x1 MACHINE SCREW `*C ti'�•� 1 �• 0 689" POWDER COATED,ZINC DIE-CAST 5/1WO INTERNAL STAINLESS STEEL 0.121' 1' 4.50D" _ - - �f _ THREAD- -- - •+ $ SECTION A HEAo STYLE VARIES "'� i.oso=� - e � BJD oDEL 2oz 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW 4T61ARL SYSTEMS, O(OPTIONAL) SCALE.FULL SIZE O SCALE:FULL SIZE F c 0.254" �4ob 40 212� OBOX LOCK SCALE:HALF SIZE ^" "0.319 �1 35 il SCALE,HALF SIZE -- - _ - END STRIP T - - - - � f-z:000°� - -- - -- - - 2-" &-3'-EXT-- - - - - •yT-0.125'SCALE: HALF SIZE 0.0500' T 0.093-3 1lit � 6 0.085' o 0 0.125" oOPfPoWrtRwKLlFxivmoPE $ 0.093° ^� 15-2339 0.2501 $ "' 0.085' of 6 N 1 I -R U AGE C6 - 1 L L PA08 CCWIION Pt • 7.000° 1 "r O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"0"0.125" ANGLE 9� 39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE if P.E. ANY ANCHOR PER ANCHOREDGE GIST. SCHEDULE 18 O.C. EXISTING DIST. GLAZING SEE ENATR ry SCHED .ANGLE EM ry SPAN WLEG D CITON 20,408EMBED. 17 (INTERIOR) Np,�p1/4" OR 6.817 7Y 77 AX• WITH 2 "IT� MIN,0.062'THICK 6063-T6 ALUM. S 25 EDGE I c 0 ANGLE 1"x 1"MIN.TO Y x 5°MAX. 21 /// \• !� DIST.}. (ANGLE LEG MAY BE REVERSED) (F(A))STEN ANGLE TO TRACK W/ ANY ANCHOR PER ANCHOR C20 N1ERx TOP BOl-TOM•AND <9-0 3 - SCHEDULE 0 18°O.C. ATTACHFTO 6.8 STARTER AN Z g-al 13 #12 x 1/2°GALVANIZED OR#12 x W'GALVANIZED OR S.S.SMSVALTERNAT S.S.SMS,3/16'9 ALUM.POP6.80"(TYP.1 30 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINEW USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT®18•O.C. E END STRIP DE A)L BOLT Nur 1a"O.C. FA .. (EXTERIOR) 5/16-183BUMB SCREW INTO THREADED STARTER AND ANGLE o W y INSERT 3 AT 1/3 SPAN TO 2/3 SPAN V-0' ANY TRACK W/ m w TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. HOLE SHALL BE 3/8•MAX WIDTH,UP TO PSF PAN SCALE:3"=1'-0" 1"HEIGHT. 1"BI0(2.7*) 72 N ®OR(1(1)BRAS �TPUSH OCKINSERT0AT1RE3 SPAN HUMB LO CENTER MATESNG DETAILS R END SCHEDULE WRMAO y/g AN FROM SHOWN ON RANDOM ry SPAN WHEN USINGOTTOM OF SHUTTER. 02 �!�i g mHO E SHALL BE 3D DETAILS 3.8/0(4.7yyg� OR 408,406E 40c, ro L ® ],. 1/4' OR 6.8 STARTER3/8"MAX WIDTH,UP T 19 _ a WITH 1"HEIGHT. Y 0 ALT.1"BIO 2 X. O ° \ USE APPROPRIATE O yv` a ` 20 STARTER STRIP TO Y — 1.8w 45 93" NIDE CLOSURE ,-� = n A 13 x0.093' 'L—\/ g 1 BUILDING CONDITIONS. E g 7a• FASTE a (INSIDE) m N STARTER STRIP I 7 TO TRACK W/(2)4!10x1" m Ii SCREWS AT CORNER,TOP / xo 25 ERs• S BOTTOM. 52 ALTERNATE END STRIP DETAIL 0 " SCALE:3"a 1'-0" ANTBOSIKACK W/SCREW F I O 401-:: 4 1e" ^ r 70 1 0 I 73 lor.1 SILL ri FOR GREATER SPARS OR LOADSMUUI _ 0 I SHOWN IN END STRIP SCHEDULE,END 59 STRIPS REQUIRE A 1'x1•A90-CDP ANGLE RID SPAN USING ANY ANCHOR ON INE EXISTING GLASS Q Z ANCHOR SCHEDULE a stiV/4•TFR - e Iib v 13 SCREW OR 1/4-20 DOLT TO END SMP. yy E � I USE(I BRASS PUSH LOCK 3D yl OR(11�Bp,}6�A18 THUMB LOCK (INSIDE) SC 17IQ11�6,0 TIT{READED t3 daf- INSERT(37)OAT 7/3ASPAN SILL INSEti " SAT 1/3 SPANQ�g TO 2/3 SPAN FRpM - dl TO 2/3 N FROM (OUTSIDE) �+a BDTTOM OF SHUTFER eg BOTTOM 0 SHUTTER. RECEIVI G HOLE SHALL BE g 3/8"MA WIDTH,UP T I I 1"HEIGHT. OTYPIC AL OUTSIDE CORNER CLOSURE _ _ ___ __ CC1 DETAILS WO/CORNER POST NTS 13 3O DOPrwsIVlRIroILL+aDIlLmovE. 13 31 2+5 13 3 (OUTSIDE) 15-2339 SILL USE(I)BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM _ }� BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE aF ill CC2 DETAILS WO/CORNER POST �( MULTIPLE SHUTTER ASSEMBLY SCALE,3"0 1'-0" ,a 3 lot.. pE. N REFLERENCE ANCHOR XISTING HOST SCHEDULE FOR MAX. STRUCTURE _ SPACIN I Jr' CI CONNECTION TYPE 1/4-20 MACHINE BOLT " \ REFERENCE ANCHOR1/2' W/NUT @ 12"O.C.OR / \ SCHEDULE FOR MAX. 1/2, #14 SMS @ 6"D.C. SPACIN (TYP.TOP 3 BOTTOM) 1 s 'o101- 2 FASTENERS ALUM. TUBE i 8063-76 ALLOY h �Q EACH ANGLE SEE TAME_A FOR SIZE. i W (DOF 6 OR/ ryry I o 00 J 1"x 2"x 1/S" 1 ALTERNATE THRU BOLT p Wall OR 2'1 x 2"x 1/8 " 01 CONNECTION TYPE w >U o REFERENCE ANCHOR MN GLASS Z /� Q 19 a ALUM.ANGLE SCHEDULE FOR MAX. PEAR2 3 F w� L1 s to w 8 0 THREE 3/16"B ALUM. ° 13 111 I SPACING J 6 POPRIVETSO I GLASS = a0] o+ ~S �o THREE#12 SMS,TYP. 0 17 I 1 OR DOOR X vi- (A Ci 3/16"0 ALUM.POP \v\ ytu t Y 17 RIVET OR 012 SMS LI �� TABLE A(off Cifl 18 D.C.(TYP.) _ / "�q�� —_ (5�0 OR = a PRESSURE VS ALLOWABLE UTiGOI w r'� \�O w �/g- MAY USE MALE OR — a w PSF �� 3t�M W0 FEMALE LOCK-SLAT \ u+ y� 62 130- 188' 13 ALTERNATE BOLT 1/4"MAX.FROM PIN C5 CONNECTIOC71O N TYPE C1 CONNECTION TYPE GUIDE TO BUSHING 72 I24' 17V O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r; -1 WASHER(TYP.) .gyp 82 i19' 17r CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. e 92 114' 167 SPACING K g 14x3/4"SMS 9"O.C. "T o7 102 110' 16W ---/ ANGLE TO TUBE CONNECTION A�v Q� 120 IM• 247" D. 2y• 2" 25" bg 150 EXISTING HOST EMBE TABLE B(m) 60 -Ttil A�UM.TUBE ®z 2ao � 1�, MO�SUPEVSALLOW� � ALLOWABLE STRUCTURE CONNECTION TYPE 2'YY� m< �/8' EDGE DISTANCE REFERENCE ANCHOR m PSF MffrH 810 W�118' SCHEDULE FOR MAX. �--� E B/� SPACING G 6z 11r 26C ASTENER()0 18"D.C. O ALTERNATEBUILD OUT MOUNT SECTION n 7' 15raE 3 10T (USE ANY ANCHOR SHOWN Cb ¢ g 0 82 iot, 14T IN ANCHOR SCHEDULE). SCALE 3"=Y-0" 92 97 139' • 102 90' 13T C - 120or 122' 0: 59 74' 109' NF W AAW 64' 94' w j�^ 2-x 2- 0 - =0 3/16 RIVET OR#12 SMS .090"6063-T6 _ 18"O.C. OR 1/4-2 n MNARATION GLASS t3 N5 17 - __ _ ALUM.TUBE 7YP. _ _ _ PER TAK E _ Z n ui ui NUT 8 BOLT(TYP.). 3/16"0 ALUM.POPg 2 w 20z I° ALUM.TUBE RIVET OR#12 SMS OR DOOR Q 0" �eR 6063-78 ALLOY LM 1B•'O.C.(TYP.) £ v N SEE TABLE B FOR SIZE. 2"x 5^x OU - - 2 FASTENERS ALUMINUM I !*g EACH ANGLE- ALUMINUM ANGLE - u tl4 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 9 - THREE RIVETS ALUM. ALUM.ANGLE,TYP. 19 ORIENTATION TYP. 17 ° POP RIVETS OR w t7 THREE#12 SMS,TYP. ° o i"x 2"x 1/0"` - -- - - - [ON-TYPE OR _OR 2"x2"x1/8" 1 13 ALUM.ANGLE SCHEDULE FOR MAX. 2 e USE MALE OR FEMALE SPACING copmall IAd{LBBIWWPE LOCK-SLAT EXISTING CONCRETE. 15-2339 13 13 BLOCK OR WOOD FRAMING srsLeo - viloeoE6cnlPriR� (OUTSIDE) EE INSIDE SILL MOUNT SECTION _ 012 x 1/2"GALVANIZED SCALE.3"=V-D•' OR S.S.SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS ¶� NTS MACHINE BOLT 8,NUT SCALE,3•'.V-D" LA 18"O.C. MRAYIA�hiSlllll REFERCS ENECE ANCHOR XISTINGSCHEDULE FOR MAX. STRUCTURESPACIN5"MAX. GLASS w^ Cl CONNECTION TYPE 1/4-20 MACHINE BOLT OR ODOR Ia+�u OR DDDR w w REFERENCE ANCHOR 1 W/NUT @ 12"O.C.OR r u N} r w p SCHEDULE FOR MAX N14 SMS @ 6"O.C. * ,= w Q c MN. 1 N w m SPACIN /2" (TYP.TOP&BOTTOMI MR 3 N w N w GLA55 ml N m /2" 1/4'-20 THRU BOLT W/ GLASS <i m 014 x 1/2"SMS @ 12"O.C. ARATI X z z f w F: z LOCK NUT @ 12"O.C.OR ARATI r w r OR 3/16"0 ALUM.POP PER a I" Q a m S�OR(6]OR/ 12 x 1/2"SHS @ 12"O.C.E.S. PER l7 F' TABLE 2 Y-� p f� OR 3/16"0 ALUM.POP TABLE z r RIVETS @ 6"O.C. OR 1/4"0 w w o OR 6 W:) ALUM.POP RIVETS @ 12"O.C. ¢ 8 RIVETS @ 6"O.C. E.S. \ .u= w U 33a R 1/4"0 ALUM.POP RIVETS / m O1 AND 3O 1/4"MAX.FROM PIN MN GLASS w N Q S l9 @ 12"O.C.E.S. { 1/4"MAX.FROM PIN ASSEMBLY GUIDE O BUSHING SEPARATION 13 r =o,.. rim w$ / 7/2"TYP. PER TABLE r Q9 AND®0 GUIDE O BUSHING WASHER(TYP.) N=� W �Wz ASSEMBLY m WASHER(TYP.) GLASS I=i1 zu / /2" /2"TYP. EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR�( o m Q 3 ^ g BLOCK OR WOOD FRAMING U X 9xz r m Ti y 4 DGE SCHEREFERENCE ANCHOR Q o m o w E: 3 / CONNECTION TYPE IS ' SPACING FOR MAX. S v N g / E GE REFERENCE ANCHOR Q DIST. SCHEDULE FOR MAX. r] ,/ SPACING AS SHOWN w CONNECTION TYPE IN DIAGRAM ON PG.9 p uri (]O R 1q REFERENCE ANCHOR EXISTING CONCRETE, w o 3 O 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN SPACING.ALT,FASTENERUR)E TO BUS ING \ ClC] CONNECTION TYPE / LOCATION.FRONT AND \ REFERENCE ANCHOR / WASHER(TYP.) Lu 1/4"MAX.FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 tl ti I WITH THIS LOCATION g PIN GUIDE TO SCALE,3"=1'-0" SPACING CONNECTION TYPE $ g' BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR I(TYP') SCALE.3 1'-0" SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING D like e a / BLOCK OR WOOD FRAMI EMBED. z $ BUILD OUT MOUNT SECTION m TYP.BOTTOM EXISTING CONCRETE, SCALE.3"=1'-0" Ei BLOCK OR WOOD FRAMING E og /-----EXISTING a NOTE,FOR DETAILS A.B.D,AND E ON THIS SHEET EDGE 1ST CONNECTION TYPE STRUCTURE O °; THE BASE TRACK MAY BE INSTALLED IN SECTIONS' EMBED. ? WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR 5 CONNECTION TYPE w SCHEDULE FOR MAX. REFERENCE ANCHOR o A MINIMUM 1 TWO SETS OF ANCHORS AND ISA W SPACING SPACING FOR MAX. MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK USED WITH THE BASE TRACK MUST . CONTINUOUS N OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" /,l�R@ ti w ul y lJ"v r` GLASS MR F min OR DOOR F, z 6 tj SS w 012x1/2"SKS @12" ARA 13 Nx� °1W 7 a �^�d , w tr- O.C.OR 3/16"0 ALUM. PER N p 0 Q 1111 13 j N Vl W W 11 r D D POP RIVETS @ 6"O.L. TABLE 2 X p Z r GLA55 OR 1i MR =i I-N X W` OR 7/4"0 ALUM.POP Q Q DOOR In I- y m M:mi CLASS Zum RIVETS@12"O.C. F �N PER TABLE2SNpmQ - _ _ _ u aPE ¢ �aF" QT AND OB 1/4"MAX.FROM PIN a1/4-20 S.S.MACHINE pSCREW&NUT @ U N ASSEMBLY 1 2" GUIDE TO B SF 1 6i— Qu 1/ P. WASHER(TYP.) w H12"O.C. _ - - $ k GLA55 _ MAXOR DOOR MAX.FROM PIN m w a - 1/ " IL1 _ I _TO BUS I G CONNECTION TYPE 1/2" O GUIDE TOB SHINGFiV HER(TYP.) ED E REFERENCE ANCHOR WASHER(TYP.) 0wTwff�Laem wpL TING CONCRETE, DIST. SCHEDULE FOR MAX. �5-2339 c1 CK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPEEXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR MING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX_x3'x1/4"CONT. ONNEC71ON TYPE 012 x 1/2"SMS 12" SCHEDULE FOR MAX. SPACING PARC DZ59W-QW 3-T6 ALUM.ANGLE RENCE ANCHOR @ SPACING.ALT.FASTENER EXISTING CONCRETE, D.C.OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING AY BE REVERSED SCHEDULE FOR MAX. pOP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D 4� > S SHOWN DASHED SPACING OR 1/4"0 ALUM.PO WITH THIS LOCATION D.C. pO WALL MOUNT SECTION RIVETS @ 12" O CEILING / INSIDE MOUNT SECTION 0"ILD OUT SCALE,3"-V-0" SCALE.3"e 1'-0" Ell SCALE,3"=1'-0" Z GLASS SEPARATION OR DOOR PER TABLE 1 CO ":.•4 // rc o m' GLASS OR I-u N DOOR C =W Q GLASS OR MN MASS 0• XON ItI • , QE rJFS r mQ TABLE =K MNGLASS SEPARATION wFw TAWZI R-VS =1 •'. R; 1 N =wp NN rpw I.- W V O rn Q2,Q` �^ 13 w�Vl 13 20u �J aOl Z 3 _ I/2" 1 "+u Z Cl CONNECTION TYPE �o N =m m g -a - 1/4"MAX.FROM PIN GUIDE qV25 V a REFERENCE ANCHOR V a TO BUSHING WASHER ITYPa Q N SCHEDULE FOR MAX. �a �w 3 B TWO 1/4"O WOOD SPACING Qm 1 4 LAG SCREWS(T➢24" CONNECTION TYPE •250' tj w" O.C.MAX.WITH 2" FERENCE ANCHOR .m.0 THREADED PENETRATION HEDU E FOR MAX. rT' INTO CENTER OF 2X STUDS �_14 SMS @)MIDSPAN BETWEENNSTUDS FOR TRACK TO 1"x 4"PLYWOOD& TUBE CONNECTIONISTING HOST STRUCTURE STUCCO FINIS 1"x 4"x MU 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL +� d EXCEEDS THE MAX.ALLDWABLE ANCHOR SPACING. SCALE+3 1'-0" SCALE,3"=1'-0" OWALL MOUNT SECTION I THIS DETAIL MAY og l 'm" SCALE,3"=T-0" ALSO BE USED zm d AT TOP u� a _� FQ _ 3 Ae— E g ACCORDION SHUTTER w c PER PRODUCT APPROVAL F cw : '8 g —GLASS 0 Mm ARRTION OR DDDR O j o °* in Ln u PER TABLE 13 m EXISTING WOOD(6=0.421 APPLICABLE AT TOP Z N TRUSS OR RAFTER " 5 H AND OR BOTTOM Q LL XX Q Lal 24"MAX.O.C. G 2°OR 3° E E N EXISTING FINISH JIIMATERIA_11L ' 1/2•MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 +t w r }g 0 - 8 C _ TO BUSHING WASHER(TYP.) __ ALUM.ANGLE W/TMREE 41 E 9 q 2'x 3'x3's"x CONTINUOUS OR 2.175° 6 1/4'TILE(TYP.) 1/4"0 WOOD LAG + w 0 G: 2•x 2"x 3's"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" rq 166 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 6 ! 3/4'PLYWOOD PENETR."T"IN WOOD(al 5 6 E 0.9'MIN.THICK 6061 T6 ALUM TRACK X —114-0 A32S GRADE THRU BOLT LTD 7"O.C. EACH RAFTER OF TRUSS, Y d ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E -OR 5/16"0 A325 GRADE iHRU BOLT 12"O.C. EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3'FROM ENDS G V.OR S.S. �O 24"O.C.MAX.WHERE - AL ANGLE EXTENDS BEYOND g HOST STRUCTURE WITH AND9'D.C.FOR THE BALANCE LAST TRUSS MORE THAN 1/4"0 ELCO ULTRACON TO CONCRETE/CMU S'i 0 ELCO ULTRACONS AT 6 EXTEND ANGLE TO -3'FROM ENDS•AND 4'-0.C. - EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. w w NEXT TRUSS, w w 2-1/2•MIN. STRUCTURE(3000 PSI MIN) - - - -- OR 1/4"-O-LAG SCREW LA 9"O.C.W/1-7/8" __ _ _ __ __ rw M d 3 .E FOR BALANCE WITH 13'� MIN.EMB. IN WOOD SG-0.42.TO 0.55. In 931 W - 3 MIN EMBEDMENT AND 2%' MAX.DESIGN LOAD AT S'-0"MAX SPAN: _ 5 EXISTING CONCRETE, MIN EDGE 01STANCE, t 62 P.S.F. HOLLOW BLOCK OR N ILj N Q COMWEPARLBFNWi10PE STAGGERED WITH 3'MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. Q W Q r 15-2339 SPACING•TYP, t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) J n. HD BUILDOUT MOUNT BASED ON TYPE O E u m 6CALB+ - SCALE.NTS STRUCTURE (MAX.DESIGN LOAD 3 72 P.S.F.) Q PAGE DESpUPT[ONi Hb PASS THRU DETAIL O TRUSS MOUNT SECTION 99 SCALE,3 1'-0" K SCALE.3"=1'-0" EXISTING HOST ALT.LEG DIRECTION U .PE • STRUCTURE EMBED INCONCRETE INTS OR HOLLOW BLOCK,OLID SET ANCHORS 3 MINIMUM 12'MIN FROM EDs,MIN GE OF ACCORDION ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES SPACING,AND 3•MINIMUM EDGE DISTANCE TOP OR BOTTOM ASSEMBLY (2)6063-T6 ALUMINUM 1 ANGLES PER BEAM END,SIZE j No, Vill PER SPAN TUBE SCHEDULE *S EMBED. SPAN TUBE PER • ^t DESIGN SCHEDULE EDGE OF ACCORDION z Z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ 9Q�•- Z•i. '•`a SHUTTER BLADES r£ 12.O.0 OR 814 x 3/4"SMS 6"O.C. 3.5•MIN TYPICAL 1/2'MAX.In 3' Stip MIN >V 6 _ W � � n 3 16 WWI l7 2.875'0 HOLE(TO RECEIVE DISTANCEMIN.GLASS 73 y�.Z� c'�1 pm W ROUND WINDOW ASSEMBLY)J Il SEPARATION w O .4 9 fI m MAXIMUM OF 3 WINDOWS EXIGLASS NR Pu l s PER EVERY OTHER BLADE 1; DOOR o�j IAd s LIGHT-N-VIEW WINDOW 31 MIN EDGE i/2•MAX ¢a moo€ a N.T.S. EXTERIOR El 01 O DISTAN N w zuri� 5 6 Ew O O 0 3 16 1/4^MAX.FRO PIN GUIDE wn .z..Z B S I WA P. 1/4-20 MACHINE BOLT W/NUT 0 m W. A HOLE 12'O.0 OR 814 x 3/4•SMS 6 O.C. rn Y 2.875°0 HOLE TO SPAN TUBE PERS $ dRECEIVE ROUND EMBED, 1 DESIGN SCHEDULE WINDOW ASSEMBLY • (2)6063-T6 ALUMINUM /may f A1AX. ANGLES PER BEAM END,SIZE :).G EXISTING .L.. PER SPAN TUBE SCHEDULE /moi p;g 14a HOST 1/4°0 THRU BOLTS SEE BEAM Z m a STRUCTURE-/ SCHEDULE FOR REQUIRED NUMBERS 1/M4B'EADLL POINTS SOLID SET ANCHORS WITH 7/8'MIN £ 4 SPACING D 3R M NIMUM EDGE DIISOTKAI�CE M[NIIAUM �1 _ :1274 }}0.125' m 0,0,32" 0.032° MAX.DESIGN LOAD-:k 72 PSF oo --�\ 3 SPAN TUBE SECTION � ,t� 0.1 N.T.S. VERT SECTION S• / SPAN TUBE SCHEDULE n \ ALLOWASLETUBE NUMBEROF NUMSEROF MINIMUMANGLE 1 ANCHORSPER TUBE SHUTTER SPAN THRU-BOLTS UND ANGLE LENGTH - _ ( + , p S WIDOW SIZE SPAN T129.1' W.0' BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTToN S 555 1 ^ ASSEMBLY _ E TUBE- TUBE- TUBE TUBE TUBE _TUBE- TUBE e m 85 136.2" 2 2 2 3 4' T 2.16k 84° 1�.5 2 2 3 3 T T 1r! 0.125' 123• 84.4° 2 2 3 3 T 7' 29mYBO' ' 167.0• 2 2 2 3 4" 7" >'d4125 85 124.1'- 2 2 3 3 T_ T.4123' 1090 2 2 4 4 15 1o'"aI 65 ' 188.5 2 2 3 3 TT02.875' }--T0.188' I 0. 85 ... 156.T 2 2 3 4 T 10'03,250° 125" ' 137.6" 2 3 4 6 10" 13- _6•- 1"' 240.0' - 2 - 2 34 __._.T __\ 0.15 ' ... =.5 2 3 4 8 -.... 'LIGHT-N-VIEW WINDOW � 123' 203.1• 3 4 6 7 15 15 riri N.T.S. SABIC PLASTICS SLX1431T-UL-94f1B \ SPAN TUBE SCHEDULE N S7 �PRLBHi1L80✓t8000PE )U-XI/4" °ANGLES FOR 2'x5°a 2°xs•BEAMS. 15-2339 2. USE rXS'xl/4'ANGLES FOR 2•xV&2•x10°BEAMS, sraLs, It 3. USE BEAM SCHEDULE FOR DETAIL 3/8. paOi D6ccR1Pr10N1 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER _ CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND ro 2 BLADE W ROUND WINDOW BELOW WT BEAM. IDeANT,BESSHALLTH THE HAVETTOP BEER fMLIMITTAKEN AIONS(INCLUS THE SUM DINGSPAN THE SPANSf 8 N.T.S. EXTERIOR ELEV ABOVE AIdD BELOW THE BEAM. no 6. LAP BEAMS ARE NOT ALLOWED. Q _ - 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. a ANCHOR SCHEDULE: CONCRETE 00% 9�'rsy 2.5"MIN EDGE DISTANCE LOAD Spans UO TO 610" SDens Up TO B'-3" $pep9 UD TO 12'-0" •�� T 1 _ ppet ANCHOR CONN TYPE CONN TYPE CONN TYPE x r0 C2 C3 C4 CS C1 C2 (PsO Cl C3 U I CS Cl C2 1 C3 I C4 I CS ,y 1/4'ITW TAPCON OR CICO 43 16.016.0"15.0"116.01,16.0"16.0"16.0" 9.0" 13.0 16.0"16.0" 9.5" S.S' UL7MCON WITH 1-3/M 53 16.01'16,0"10.5"14.5"16.0"16.0'12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.S' 7.5" 10.5" �FN EMBED(3192ps1 MIN CONC) -62 16.0"16.0" 8,5" 12_5"16_0"16_0 9.5" 5.5" 8.5" 15.01'35.0 7.5" 4.5" 7S" lOS" O• 8 1�� 70 16A"13.0" 7.0 11.0"16.0"15.5" 8.0" _5.0" 7.5" IlS"15.0" 7.5" 4.5' 7.5" 10S 7 / B COMBINATION Tao 15.0" 7S" 4S" 7.5" los"15.0" 7.5" 4.5" 7S" 10.5"15.0" 7.5" 4.5" 7.5" 105" 2 x 5 ITYP 9 /g0 COMBINATION 1/4'MILLENWM MILLFAST 43 16.0"16.0 15.0"16.0 16.0"160'16.0" 9.0" 13.5'16.0"16.0" 8.5" 5.5' 9.0" 13S' // w .1 WITH 1-3/4'EMBED (3275ps1 53 16.0 16.0"11.0"15.01'16.0"16.0"13.(' 7.0" 10.5'16.0"13.5-17.0- 4,5" 7.5" 9.51 O g o. MIN CONCRETE) 62 160'15.0" 8.5" 13.0"16.0"160' 8.5" S.5" 9.0" 135"13.5-17.0- 4S' 7.5" 9.5" >(=j�m€€ 70 16.0"12.01' 7.0" ILD"16.0"14.0" 7.0" 4.5 8.01' 10.S"13.5' 7.0" 4.5" 7.5" 9.5" Ul Q l7 3 100 13.5" 7.0" 4.5" 7.5' 9.5" 135" 7.0" 4.5" 7.5" 9.5" J16.V 7.0" 4.5'• 7.5" 9.5" L D] W B n 1/4'ELCO CRETEFLEX S94 43 16.0"16.0"1fi.0"16.0"16.0"16.0 16.0"13.5"16.0"36.0 2.5" 8.0" 13.0 16.0" 1 x 5 Y x S P. .N•9 3 W/2'EMBED(3350P51 MIN 53 16.0"16.0 16.0"16.0"16.0"16.01'16.0"10,0 15.5'16.01' D.0" 6.5" 11.0 14.0" CONC) 62 16.0"16.0 12.5.16.0"16.0"16.0"12.5' 8.0" 13.0"16.0" D.0 6.5" ILO"14.0" 70 16.0"16.0'10.5"16.0"16.0"16.0"10.5" 7.0" LLS"15.0" 0.01' 6.5' 11.0"14.0o100 36.0"10.0 &5" 11.0"14.0"16.0"10.0" 6.5" ILd'14.0" 10.0 6.5" 11.0"14.0 N 1'MIN EDGE DISTANCE NOTE. "S•'INDICATES ANCHOR SCHEDULE SPACING. .' Q Cllu C2 C3 C4 C5 Cl C2 C3 G Cs Cl JC20" 3 fr7.5' Cs SPACING DIAGRAM FOR C2 & C4 CONNEC770N TYPE: 1/4'ITW TAPM14 OR ECO 43 16.01'16.W' 7.5" 0.0" 16.0"16.0 16.01' 5.0" 5.5" 16.0-116.0-19.0" " .0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE m ULTRACON WITH 1-3/4° 53 16.01'Sfi.d' Sr 6S' 16.0"16.0'12.01' 4.5" 16.0"14.5' ANCHORS ONLY EMBED(3192ps1 MIN CONC) 15,5' AS" SK 16.0•'16_0" 9.0" 4.0" 14.5"14.S" .0' -C4.CONNECTION TYPE USING PIECE®WITH �u70 16.0"12S" 4.0'� 5.0" 16.0"35.0" 7S" 11.0"14.5" �i� .O" OUTSIDE ANCHORS ONLY ., 100 14.5" 75' //,M," ..14.5" 7.5__ 10.0"14.S" '�y% .0"1/4"MILLENIUM MILUAST 43 1.0 16:0 i1.0 13.5 1.0 16.0 13_0" 6.5" 9.5" 16.0"13.0" " .5'WITH 1-3/4'EMBED(3275ps1 53 16.0 16_0' 8.0" 11_0"16.0"16.0" 9.0" S.0" 7.5" 16.0"10.5" / 5' ANCHOR NOTES:MIN CONCRETE) 62 16.0"11.5" 6.0' 9.0" 16.0"13.5" 7.0 4.0" 65" 11.0 10.5• .5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 70 16.0" 9.5` S.S' 8,0" 16.0 13.5" SS' 5.5' 8.5" 10.5" .5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST 0E 10100 . 5.5" 5.5' 7.5" 10.5" 5.5" 5.5' 7.5" 10.5" .S LIMITED TO THOSE SHOWN IN TABLE 1(P9 1), 2 1J4°ALL-POINTS SOUO-SET 1-1/4°MIN EDGE DISTANCE ®z� S ANCHOR W/7/8'EMBED a Cl C2 C3 G CS Cl C2 C3 G UO" ; C2 c3 G CS 2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTUREMATERIALANCHOR TYPE AND EDGE DISTANCE.SETECT DESIGN LOAD GREATERTHANOR2/4-20 SS MACHINE SCREW 43 16.0"16.0" 8.5_' 10.5"16.0"16.0"12.01' S.5" 7.5" 65" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREITE R(30o0ps1 MIN CONC) 53 164"15.8' 65" B.d' 16.01.16.0' 8.5" 4.0 6.0 5.0" 4.0" 7.0' THAN OR EQUAL TO SHlJT1ER SPAN.5,0'• .0" 4.0" 7.0' 3. SEE MOUNTIP{G SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 70 16.0" 9.0" 4.5" 6:0" 16.0"10.5" 5.5" 3.0" 4.0" .0" 4.0" 7.0"4,0" 5.0" 4.0" 7.0^ 4. E70STING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE g 3•MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v 1/4"ALL-POINTS SOUD-SET _ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED 6. Cl I CZ C3 4 CS Cl I C2 I C3 I C4 I CS f Cl C2 C3 G CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF o 1/4-20 SS MACHINE SCREW 43 16.0 16.0"16.0"16.0"16.0"16.0"16.0"11.5"16.0"164"16.0 11.0" 7.0` 11.0"16.0" CONNECTION(TYPE. (300opsl MIN CONC) 53 16.0"16.0"13.5"16.0"16.0"16.0"14.0" B.S' 13.5°16.0"16.0" 8S" 5.5" 9.5' 124" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 36.0"16.0"10.5"16,0"16.0"16.0"11.0" 7.0" 31.0 16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. . • 70 16.0-115.0-1 9.01' 14.0"16.0 16.0" 9.0" 6.0" 10.0"13.0 16.01' ss' 5.5" 9.5' 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 16.01' 8.51' S.S. 9.5" 12.0 16.01' 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT y 1/4•POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 U CS i'EMBED(300opS1 MIN 43 16.0.16.0"14.0"16.0"16.0 16.0"34.0" 8.0"-12.5"16.0 140' 7S' S-o" a-a" 31.5^ 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,-WOOD FRAMING CONDITIONS ' CONC) 53 16.0.16.0" 9.5" 14.0 16.0 16.0" 9.5" 6.0" 10.0"16.0"11.5" 6.0" 4 0" 7.0 8 0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 6 - - MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 125129 62 16.0.12.5" 7.5" 17.0"16.01'14.5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0 8.0" SIDE CLO�URE PIECES. �i g 6I ' 70 16.0"10.0" 6.5" SO.S'16.0"12.0" 6.0"14.0"17.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0 H 2 1!LL U 100 11.5" 6.0" 4.0^ 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0 8.0'• 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF(STUD.)FRAMING FASTE�NgER �1 1/4'POWERS SS DROP-IN _ - 3-1/2'MIN EDGE DISTANCE - EDGE DISTANCE IS ACCEPPTTABRLEOFOR WOOD INAL FRAMING. LAG SCREWSOSHALL" U 8 W/1/4-2D SS BOLT AND Cl C2 C3 G CS Cl C2 C3 G C5 Ci C2 C3 G C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1•EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0" *16.(r .5• 9.0" 13.S"16.0 15.0" 7.5" 5.01' 9.01' 12.0 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 2"ENGAGEMENT OF THREADS IN C) 53 16.0"16.0^105"15.0^ .01' 6.5' 10.5"I&B"12.0" 6.0" 4.0" 1.5^ 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN F AD,TRUSS HEAD,OR WAFER62 16.0"13.0" B.0" 12,5" 0" 5.0" 9.0" 12.0"12.01' 6.0" 4,0" 7.5' HEAD(SIDEWALK BOLT),U.O.N.- 70-ls.o'•los• 7.a' 11.0^ s^ 4.5' e.0" 9.5^ Iz.o° 6.D^ -4.0" 7:5^ Bs" - ® DESIGNATES-ANCHOR CONDITIONS WHICH ARE NOT-ACCEPTABLE USES.100 12.0" 6.0•' 4.0° 7.5" .0" 4.0"1 7S" B.5" 12.W' 64"14.0" 7.5" 8.5" aa b® I 2'MIN EDGE DISTANCE = DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, N12 SMS W/Y EYEWALL Cl C2 F`C37 G CS Cl C2 1 C3 G CS Cl C2 C3 U CS NUT OR WASHER WINGNUT. C0FVF=NWIXL6E*WWPE ARMOR INSERT W/2'EMBED 43 16.0"16.0"11.5"114.0"16.0 16.0"16.0"17.5- 10.0"16.0"16.0" 9.0" 45" 6.5" 13.5" IL MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE. 5' I.5-2339 (20pDpsi MIN CONC) 53 16.0"16.0 8.5" 11.0"16.01'16.0"11. 5.5' 8.0" 16.01'14.0" 7.0" 3.5" 5.5" 10.0 E 62 16.0"15.0 7,0 9.5"• 16.0 16.0" 9.0" 4.5' 6.5^ 14.0"t4.W' 7.0" 3.5" 5.5" 10.0 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SrsLei - DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL /AO!DESCiUPYIONI 70 16.0"12.0•• 6.0" 6.0" 16.0 14.5^ 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5• 10.0 CONCRETE SCREWS TO HOLLOW BLOCK loo 14.0" 7.0" 3.5' 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0" 74" 3.S" 5.5" 10.0" - F12 SNS W/2.7S'EYEWALL 43 16.0"16.0 16.0"16.0 16.0"16.0"16.W'10.01'14.0"16.0"16.0"11.5' 6.0" 9.5" 16.0 ARMOR INSERT W/2.5' 53 16.0 16.0 17_0'•16.0 16.0 16.0 15.0 7.5" 11.0"16AP 16.0" 9.0" 5.0" 8.0 13.0 s' EMBED(2000PSi MI OONC) 62 16.0"16.0" 9_5" 13.5"16.0"if 0"11.5" 6.5" 9.5" 16.01'16.0" 8.0 13.0 ^ 7016.0"16.01' B4O" 11.5"16.0"16.0" 9.5" 5.5" 8S" 19.01'16.01' 9.0" 5.0" 8.0` 13.0`1 51 100 16.0"1 9.0"1 5.0" 8.0" 13.0"16.01' 9.0" 5.0" 8.0"113.0"116.0.11.0., 1.0" 8.0 13.0 to i•. �' 3L SAms Up To IT-O' k I 00000©m _ Emma momfnimM � rf; ommumma mE91�% m� ////////i����/ /����/E� t - /. NWOM21 W,// // iceox /Illa" ffmM m / ,%/ m iii ■m o ©momm© _ omom ©mm©mo MEm . N ��� � 0211 ����� ����/ ■© ©©o' ©�mm w 000 ©©n©om ae0�Q1 .'s 1-3t4-EMBED ■m©oo©©o©oomommomoom©moon©o©oo© mEmmiiaiiiiiiio/ °' 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK To,,,R F 2•MIN EDGE DISTANCE 4F. " . `j Spans UD To 6-0" Spans UD To 0-3^ Spans UD To 12'-0' ••• a LOAD CONN TYPE CONN TYPE CONN TYPE x G ANCHOR O?m Cl C2 C3 I C4 I CS Cl I C2 I C3 I C4 I CS Cl C2 C3 I C4 I CS : •tVii 612 SMS W/2'EYEWALL d4316.0"16.0" 7.5' 9.0" 16.0"15.5' 8.5" 4.5" 6.5- IS.S" B.5" 4S' 4.0" 7.0"AAMOR INSERT W/1-1/4" 16.0.10.5" 5.0" 7.0" 16.0"11.0' 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.S' S.0"EMBED 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 45" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0"om9.5" 55" 7.0" 35"7.0" 35" 3.5" 5.0" 7.0" 3.5" 35" 5.0" 3S'1 5.0" ANCHOR SCHEDULE: WOOD (G=0.55) . W 3/4'MIN EDGE DISTANCE fj Spans Up To G-0" Spans Up To W-3" Spans Up To IT-0' m a i$ opp=cc ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE pQ Ol =6i (Pst) Cl C2 d C4 I CS C3 I C2 I C3 I C4 I CS Cl C2 I C3 I C4 I CS Ifo•LAG SCREW WITH 1-3J4• 43 16.0"116.0"11.5"12.5`16.0"56.0"16,0" 7.5' 9.0" 16.0"16.0"14.5` 4.S 6.0" 16.0' I;+ MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5"14.0"1 5.0" 16.0" 4AapWWZZ Y 62 16.0"16.0" 7.0' 8.5" 16.0"16.0"14.5' S-O" 6.0" 16.0"16.0"13.5" 4.0" 5.0- 16.0" 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4,0"1 5.0" 16.0" .t O 100 16.0"11.5' 4.0" 5.0" 16.0"16.0"11.5" 4.0' S.0" 36.0"16.0"33.5" 4.0" 5.0' 16.0" N• 7/16'WOOD BUSHING WITH 43 36.0"16,0" 8.0" 10.0"16.0"15.S' 8.5" 4.5" 7.0" 15.5" B.5" 4.5 4.5 7.0" n 1.13"MIN EMBED&1/4.20 53 16.0"30.5" 5.5' 8.0'• 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 35" 4.0" 5.0" .W.. SS MACHINE SCREW 62' 14.0" B.D- 4.5' 6.5" 14.5" 9.0" 4.5` 3.0' 4.5" 7.0" 7.0" 3S' 4.0' 5.0" o �I.ane� 70 12.0" 6.0- 3.5 5.5 1L5' 7.5 3.5' 4.0" 5.S' 7.0' 3.S' 4.0" 5.0" 3 ��0100 t43 7.0" 3.5" 4.0" 5.0' 7.0" 3.5" 4.0" S. 7.0" 3.5" 4.0" 5.0" 634 SMS OR 614 WOOD16.0"16.0"1L5'14.5" 8.0" 10.0"16.D"16.0'11.5" 5.0" 7.0" 36.0" -�SCREW WITH 1-3/4"MIN16.0`•16.0" 9.0" 11.5"16.0"16.0"35.0" 6.0" 8." 16.0"16.0" 9.5" 4.0" 5.5" 0" WTHREAD PENETRATION16.0"16.0" 7.5" 9.5" 16.0"1fi.0"115" 5.0" 70" 16.0"16.0" 9.5" 4.0" S.5" 0F 16.0"16.0" 65" 8.5" 16.0"16.0"10.0` 4S" 6.0" 14.0"16.0' 9.5" 4.0• 55" 33.0" U)Ifi.O" 9.5 4.0" S.5' 13.0"16.0' 9.S' 4.0" 5,5 13.0"16.0' 9.5" 4.0' S.5 33.0. 7nb fn pp € ANCHOR SCHEDULE: 3/4`MIN EDGE DISTANCE `1 F �•ri Soars Uo To 6'-0^ Spans UD To 8'-3' Spans UD To IT-0" �S ANCHOR LOAD CONN TYPE CONN TVPE CONN TYPE ...5 3 x ( C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2' C3 CA CS 2 g N 3/4•LAG SCREW WITH 1-3/4' 43,16.0"16.0" 9.0" 10.0'16.0"16.0"16.0" 5.5" 7.0" 16.0'16.0' 9.5• 3,5 4.5 15.0• m p MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0` 16.0"16.0"12.5 4.5" S.5"116.0"115.0" 7.5"; 3.0" 4.0" 11.0" � {i. 62 16.0"16.0" 55' 6.5" 16.0"16.0" 9.5" 3.5' 5.0" 15.0'115.0" 7.5' 3.0" 4A' 11.0" aS v §, 70 16.0"135" 4.5" 6.0" 16.0"16.0" 8.0' 3.0" 4.0" 11.5"15.0" 7.S' 3.0" 4.0" 11.0" • 75 Y 100 15.0" 7.5" 3.0" 4.0' 11.0"15.0' 7.5' 3.0" 4.0' 11.0"15.0" 7.5" 3.0' 4.0" G n #14 SMS OR 614 WOOD 43 16.0"16.0" 8.S' 10.5'16.0'16.0"12.5" 5.5" 7.0" SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5- 8.0" 16.0"16.0'• 8.5" 4.0• 5.5" 16.0"10,5" 5.5" 25' 4,0" 7.5" LL THREAD PENETRATION 62 16.0 11.5 5.0" 7.0" 16.0'13.0" 6,5" 3.S' S.0" 30.5"10.5"Ti.;, 2.5 -q-v R 70 16.0" 9.5" 4.5^ 6.0" 16.0"11.0" 5.5` 3.0 4.0" B.0" 10.5' S.5" 2.S' 4.0" 7.5" g S 100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" S.5" 25'• TO-- 7.S' 105 5.5" LS" 4.0" tlJ3 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK g 4'MIN EDGE DISTANCE _ _ 9 ri Spam UO TO 6••D" Spans UD To 5-3• Spans UD TO I%-o,- ANCHOR 2'-0" d 1 - O ANCHOR OA - CONN TYPE--- - CONN TYPE CONN TYPE x CI C2 C3 CA C5 Cl C2 C3 C4 CS Cl C2 d CO C5 5/16•ITW TAPCON XL W/ 43 16.0"16.0"11 6.W' 6.0"16.0"16.0"16.0"15.0'16.0"16.0"16.0'I5.0" 9.0" 14.0'16.0" .b 2-1/4Q',MIN. EMBED 53 16.0"16.0" 60"16.0"16.0-116.011111.0-116.0-1 16.0"16.0"12.0" 7.5" 12.0'16.0" 62 16.0"16.0" 6.0'16.0"16.0-115.0"19.0" 14.0"16.0"16.0"12.0" 7.5" ILO"16.0' d 70-16.0"10.0' 6.0'10.0"16:0"12.5" B.0'"12.5"16.0"16.0"12.0"'7:5' 12;0"16.0" - ----- - Q® 100 16.0"3L0" 2.0"16.0"16.0"12.0" 7.S' 12.0"16.0"16.0'12.0" 7,5 32.0'36.0"SAW SM ULTRAOON W/ 43 16.0"16.0' .0" 16.0"30.5' 6,S` 9.5" 16.0"11.0" SS" 6S'O 2-1/4'MIN.EMBED 53 16.0"135' 1.0"16.0'14.0" 7.5" 7_S" 13.5" 9.0" 6.5" OOPIAIOBTR=L5U2VRWP.E 16.0"10.0" .0" 16.0'11.0" 5.5" 6.5" 9.0" " /�'� 15-2339 70 15.0" 8.0" .6" 15.5" 9.S' r 5.5" 7.0" 9.0" % 6.5"A o 100 , S" 6.S' 9.0" /�5.5" 6.5" 9.0" iiJ' 6.5 PwOB 03tCe1PTION� V•8 2•MIN EDGE DISTANCE _ Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 d C4 CS 612 SMS W/2•EVEWALL 43 16.0"16.0" 9.5" 11.5"16.0 16.0 14.0 6.0" 8.0" 16.0'14.5" 7.5 3.5• SS" 11.5 ARMOR INSERT W/21 EMBED 53 16.0-16.0" 7.0" 9.0" 16.0-116.0-19.5" 4.5" 6S' 16.0"1L5 6.0" 3.0" 4.5" 8.5" 62 16.0'13.0" 5.5' 7.5 16.0"114.5-17.5" 3.5" 5.5" 12.0"11.5' 6.0' 3.0" 70 16.0"10.5" 5.0" 6.5 16.0'1L5" 6.5" 3.0" 4.5•' 9.0' 11.5• 6.0" 3.0" 4.5" 8.5" 9FOR ANQi0 ANCHOR NOTES.MEET ,I �J I- L100 11.5" 6.0" 3.0" 4S" 8.5" 11.5" 6.0" 3.0" 4S' 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" _ a _. .. 3120/2017 Florida Building Code Online IN dt �. 9 Y", — l J'fy.,. . �: .i' F •t c tl SCIS Home Log In User Registration I Not Topics E Submit Surcharge Stats&Facts Publications 'FaC Staff'�. SCIS'SiteMap Links Search 1plcidda ,�, iProdaot Approval Q USER:Public User u r u- { Product Aoomyel Menu>Prodwct or Amlication SSeareh>AuDIIcation List>Application Detail NilMOORE FL# FL13757-R5 Application type Revision Code Version 2014 Application Status Approved i Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Emali 400 West McNab Road Ft, Lauderdale,FL 33,309 (954)493-8551 tomj@tc alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com f Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory A ion i i 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 Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, PE. J Validation Checklist-Hardcopy Received r I Certificate of Independence F1 13757 RS C01 Index 2 odf FL13257 RS CO :Rdep 3.pdf FL13757 R5 COI indep�ndf i Referenced Standard and Year(of Standard) Stand Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 ! 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 hitWANww.tloridabuilding.org/pr/pr app dd,aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQ010bF%2Y%2rmZ; Fh7dHzwQ0/o3d0/o3d 112 I ` 3/20/2017 Florida Building Cate Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Fauly Enuiv Zodd Fi X3757 R5 Eguiv EGluiy 3.adf FL13757 R5 fguly Eauiv.Ddf Sections from the Code i i Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summa of Products FL* Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use In HVHZ,Yes 1113757 R5 11 Dwa oaf Approved for use outside HVHZ:Yes Verified By: Frank L Bennardd, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See Installation drawings for allowable span/pressure FL13757 S5 AE EvaLedf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.2 16.8 Streamline Shutter Large Missiie Impact Resistant Accordion Shutter System Limits of Use installation Instructions i Approved for use in HVHZ:Yes F1,13757 R5 1I Dwg 2,12d Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third'Partyr: Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure 3757 RS AE Eval 2-Dd combinations and additional limitations of use. Created by Independent Third'Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities;and wind zone 4 applications. Limits of Use Installation Instructions Approved for use In HVHZ:No FL13757 R5 III Dwa a odf Approved for use outside HVHZ:Yes verified By:;'Frank L Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third"Party: Yes Design Pressure: +110/-128 Evaluation Reports Other,See product drawing for additional Information, EL13757 R5'AF Fval'3.odf anchorage,etc. Created by Independent Third'Party:Yes Qontaet Us::7601 Blair Stone,Road Tallahassee FL 32399 Phone:8487.18241 The State of Florida Is an WEED employer.r ovriah 2007-2013 State of Florida ::privacy Stptement;p Accessibility Statement::Refund. at ment 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 which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please didc here. Product Approval Accepts: ' � ��y ECr?CY ® • Credit Card Safes ht4nlAvww.floridabL41ding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVw$MEORsOOlObF%2f°/,2fmZr'DFh7dHzwQ%3d%3d 2!2 6.8 STREAMLINE SHUTTER GENERALNOTES FOR USE WITHIN AND OUTSIDE THE HVHZ I THIS SYSTEM 8T 990 EVAUJATCD IN ACCORDANCE WfM THEE FLORIDA BUILDING S o.00[ FOR USE WITHIN N AN 1DETHEHIGHVEOCITYHUCAN_ZoNCfTHEI IMUTINGRODEgAl llrMMTIOIALRESIDENTIAL Cb6Eff).THIS SYSTEM UNLIMITED WIDTH MWSO-ADWgWS4ESSERL FACILITIES AS DEFINED IN PRODUCT EVALUATION REPORT FOR ORERNATION. 9 46 2. D NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION POSITIVE PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE % RE UIREMENTS AS DEn ERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOP RACArrr LOQI FLO DA BUILDING CODE SHALL 89 LESS THAN OR E,?UAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/0-330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM rMSTED PRESSURES DMIDED Y A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND BY CODE UNLESS v ZONES IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLEIEN PLAN VIEW CRHWrX IS INDEPENDENTLY ADOPTED BYTHE AUTHORITY HAVING juRIsDICTIoN. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. o t3 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED. 8- THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL.COMPLY WITH CHAPTER iuG 61GI5-23 OF THE FLORIDA ADMINISTRATIVE CODE. Ii 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR HIA VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM C_ l THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL 0:d DOCUMENTS. 14 12. HURRICANEP 4 OFFICIAL MAYR�QQUIELE THAT SITE SPECIFIC DOCUMENTS 8E PRFPARFO SIUKN£D,DATED AND _SO7rTOM SEALED BY A LICl34SED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND TRACK JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OF�ICTAL GRAdtTING HIS/HER 13. L LOCKING MECHANISM,SEE MINIMUM IYPICAL PLAN VIEWS-------- FORT tauDERDAL FL TYPICAL ACCORDION ri")i SHUTTER ELEVATION >iTAS 2p1 202&203 FK:LORMJIDA B I PR N.T.S. EXTERIOR EtEV 14, ALL EXTRUSIONS SHOWN SHALL BE 6063-T-6 ALUMINUM ALLOY,MOM.,WITH A MINIMUM FY OF 25 TABLE 2: IS. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A PAINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.1,U.O.N.POP RIVETS SHAM BE 1/4-0 OR 3/16-0 5052 ALUM.ALLOY. 16, ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR Hv"z NON-HVHZ ESSEtMAL .4 17. FACILITIES REQUIRE, M VABIJ AS CONDITIONS NS-� KIN LOCATIONS. USE RE E WITH MIN, 7 IU LOCK A aNTER RSIDE a HANGED -------- LS BOTTOM D�XREO �ABLE C I CON N A G TIN= R PLATED. N pry 0 C W A BOX 0 CLOSURE. T N MAY E IN P OM Y 0 0 MAY 8 OV AT 19EXTRUSIONS Y BE E T A C R __fP_AN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 0 M I N ER FINISH.. 20. MOUNTING N S NJ INCLUDE WD COA G *STEEL 1 0 S OW UM S 21. A CONTACT ALUMINUM BE P 0 P S 3W ABOVE >31r ABOVE 5 30 ABOVE >S&ABOVE SHUTTER IN UPT C2 0 MAL BLADES OF SLA is. MA 0 MO ANCHORS. SHUTTER 2.2. SHALL STA A D GRADE GRADE GRADE GRADE EALANT HALL B US 0 7N V�On OR RACKS Wa REVER W TERS A IS POSSIBLE. 23. E E A E6PAGE ISLE. _72 24W 1518' 2318 I-sw TABLE 1., 97 1-Tv 1-71wr TABLE 1 NOTES: 1120" 2* 4-114" r M ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION- 144" 4-70- 2' SHUTTER SPAN SCHEDULE'ABOVE ARE SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABU 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAN. TABU NED AS MIAMI-DARE COUNTY AND BROWARD COUNTY FLORIDA. POSITIVE NEGATWE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2- HZ-'- �DEFINED AS AM LOCATIONS OTHER THAN MIAMI-DADS COMMAND BROWARD COUNTY DESIGN DESIGN SPAM IS NOT PERMITED.FOR SPANS 7 15-2339 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN%VIND SPAN PRESSURE PRESSURE SEMEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A FSF DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PA9 fpsn SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL _72" 100 100 HAVE 2-71W MINIMUM SEPARATION FROM GLASS WHEN s 30 ABOVE GRADE,AM 1-5/87 WHEN>30' sr Al 70 ASOVEGRADE. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 63 53 INDICATED ABOVE L i4V 43 40 4MSEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FORR OUTSIDE Of THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996-09. MDD.P.E. -PROJECTION VARIES 2.874' � 4.074'MAX. '•�, II U.062• 0.450' „gr 0.080• g 0' 1.708' 0.100• j-1.830' 0.06Y N y 1.708• 0.100° `� --7 L_ 0.080• 0.063. 3 N 0.19. 0.o96• .r 0.125- 195- -T OAS 0.070' 06 0.062-..N. �2.8� �1.908•� � •, : 0.630• „I H f.993" 0.630' 0.062' `,. 0.630' 0.06Y ^. �. 1, 0.143 0.096• ..L.•+ -J-� 069'-+ 0.971' 0•`m'f 0.143' � 0 60• 7"� 0.630• vu m 0.062 -•'.�00° I k. .4 I 0.062 �00' .p 0.630qk!ow4 0.0 � 0.062 '1 ■n 19 �-1.069• T' 4 II 4J Z UPPORT LEG OPTIONAL OA62�'� 1'1.069. 0.062".20U ro9 5.745'MAX. � 5.745'MAX. Oj WALL O BUILD OUT WALLO STREAMLINE CEILING TRACK 4O STREAMLINE WALL TRACK O HEAVY.HEADER/SILL 'O LITE HEADER/SILL �n SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE < WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPRONAL ON ALL EXTRUSIONS 0.874.1- 2.655" 0.87. 2.195" �}'-{'0.510' 2.195" 1.230• Y 1.7.29• I ' .1 S 0.060- 40 .060' tr8 Fp it d _ � y poo O �.G h hl. p. N I 1 0� 002�J A --2655•--} 1 1 fn TI 2.36Y 9.64. =m I{ $ 0.105' T 1.069' w N 831 r3 n 1 ,0 1 N O4.510° E � � o.ios• l ' 1:o6r f o.1os 0.07s .=5 0 0.105• '7 ----4.510 _ L.� _~ ..� 0.994•i 0.044' / g I 1 PR)TE;TESTED THICKNESS OF 0.781" -� - --- �-4.510• --{ -3.506E METAL W/O PAINT IS OA39• O7 SILL Og SILL ADAPTER Og EXTENDED SILL �p EXTENDED SILL ADAPTOR (5ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE-HALF SIZE SCALE.HALF 512E y SCALE,HALF SIZE -- -- - - - - --0.080•- --0.477' 708F -if - _ -- - -0.5 - - - - 1.570 0.143• o • .=-- - 00.0.06700 ° t'0.2450 0.143. -.- 0 x - - - - -- r - - 0.115• ®0.080• 0.1f7• i � a 0.090•n 0.0AB ' - -- - ate°- - - - - - - .� N 0.080' 0.682' 0.630• 0.060• DOPE o.04a• 0.227' 0.693' 15-2339 Oi ;THICKMESS OF BARE 2.82Y �-1.625"---� 0.420• sAGI3 - METAL W/O PAINT IS 0.039° �g 6.8 STREAMLINE STACK 16 RADIUS COLING HEADER/SILL 17 6.8 STARTER ®WALL SILL CLIP g®WALL SILL SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE r9 4 F �. 1 ,� '.f P E. 1 950• 4+y J� 0.125" 0.610' SAS STEEL 280 f AWMINUM NYLON HER OR 0.357' •• ie T III 0.320'63 HOLE BLY x0.050• uq, $z T�;;oW(TnYPT()P&BOTTON) 0 x 2-3/4.410 HISS. p 276° 0' 0.680 NYLON •+a ? REW W/TC ULTRACOTE �- 0.591' 0.0 WHEEL O 0.120•oATING to-is4-110XV, jR r 0.750 BUSHING W/WASHER:TYP.ATEVERYOTHER 7/16"0x1/2"@INTERIOR JOINT TOP5"MAX'�� INSIDE IOTNT AT TOP. 0.870• 7/IW0 x 1'@ INTERIOR JOINT BOTTOM CYUNOER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EMIUOR RU S,l' 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED a L9 SCALE.HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL P6 BOX CENTER INSERT (� m $ SCALE.HALF 512E NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE.HALF 512E N w t OR KEY/THUMB TURN OPERATED INSIDE. 8 f-}o.zsQ• 2g BRASS PUSH LOCK (ngp1 SCALE,HALF SIZE wW-• RO.155• 1.978° 2.125" O _ 1.742' 0.286' 1.603• a 80.500° •0�• 0.236• 1.710' JD.267°0.623'10.239 .790° 0.090° 0.319• 0.531' n of 0.064° ,�, c 0.28' /L-6' o 2.250" 0.09 rn Eo 26 •" to P A c ` 0.°I I Ll 0.607' W'0.118" -0224' ' f'f N2.000• Q.D60" 96• 0.240' 2750' 1.758• a fl �+ O27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3A6" 0.240= ®? < SCALE.HALF SIZE O SCALE,HALF SIZE 0.160 1.OQ1 0.061 0.222'-1 t• 0.062' 1-0.176" ' 0.061 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE.HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZEy} 41-0.06r /a g 5.500"x 13/16•WIDE --}O.d00• °S im8 I}-- ,A 167° 7/16"0 STAINLESS }. oS R I, STEEL NUT v T L_ E © 'p,�86ti go n 0.125" n•LST"�--�- 0� 0.438° M .s 0.189• 5/18-18x1 MACHINE SCREW �* -il°� L _ 7YP. 5/16'0 INTERNAL STAINLESS STEEL n 0.121' �yI 0 6ti9° POWDER COATED,ZWC DIE-CAST TtIREAD •' R }- =asoo^ - - HEAD STYLE VARIES =1.05v- SECTION A ° ®®® � SAIODEL 2027 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW Ir �OO D IAL SYS S- (OPTIONAL) SCALE.FULL SIZE SCALE,FULL SIZE 0 0.254° 40 40b 40 ¢ 3tj BOX LOCK SCALE.HALF SIZE a "I 0.319 SCALE.HALF SIZE _ U a f-z.000•-� - -. 2 2'" STRIP& 3" EXT +~-1.625-f �--1.500°-� IT-o.12SSCALE. HALF SIZE 0 Osw I o.125• 6 4 0.093' y 0_325 0.085 0 0.125° B AWLP6 0.093• 15-2339 g 0.2501 1N D.DIiS' P�a1I osccaaarloN. 7.000' I 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE Y5 2"x3"x0.125" ANGLE /� a91 S� 39 2X7 ANGLE SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE "J1 SCALE.HALF SIZE .�7J] i! • t PL ANY ANCHOR PER ANCHOR EDGE pIST. SCHEDULE 69 26.O.C. EXT5RN15 DIST. GLAZING SEE END STRIP 4 N SCHEDULE FOR ANGLE tt55 q+L� EM SPAN WHEN N EMBED. 4T g !C (INTERIOR) t£G D it t 1/4" OR 400, AR ER € 7 � OR 6.B STARTER 1 WITH 21 OR 25. '+ :w MIN.0.062"THICK 6063-T6 ALUM. 17 a EDr.j0 ANGLE 1"x 1"MIN.TO r x 5"MAX. 21 25 Off, x LEG MAY BE REVERSED) �t •w� FASTEN ANGLE TO TRACK W/ y yI $ ui ANY ANCHOR PER ANCHOR {{2}110x1'SCREWS AT C > 41 a SCHEDULE®16"O.C. CBRNER TOP&BOTTOM'AND d L7 P - 13 43 13 ATTACH ATO 6.8 STARTM W/ t m w 43 +712 x i/2'GALVANIZED OR S.S.SMS, 1112 x 1/2'GALVAN ZED OR t 6.80"tTYP.f 0 3/16'0 AWN.POP RIVET,OR 1/a-20 S.S.SMS 3/1-2 ALUM.POP q 3 RIVET Ok 1/4-20 Mg41tN£ u-i y3 �` USE(1}BRASS PUSH LACK OR{i) t4ACHfNE BOLT$NUT 26•Q.C. ALTERNATE END STT2IP DE AIL BOLT Ir NUT iffi 18'O.C. 3 (EXTERIOR) S/16-18)NUM13SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE m � 1N5ERT 0, AT 1J3 SPAN TO 2J3 SPAN SCALE,3`a 4'-0' @ TYPICAL PLAN VIEW FROM60 WT ENDSTRIPSCHMOULE < HOLE SHALL 8E 3/6'MAK VlIDSH,t1P TO SCALE:3""t'-0" 1'HEIGHT SP 4'wo(2.n 72 OR 011)BRASS PUSH LOCK OR{1 St16-16 THUMB SCR W tp0 THRE OEp LOCKING DETAILS FOR y Bl0 .� OS SEE END STRIP I�NO 2/T SY'A AFRRIOMSPAN 72_,• SCHEDULE FORMAX. 6 BOTTOM OF�HUTTER. SHOWNON RANDOM 8 (IECEIVING HOL`E SHAD,BE 30 13 DETAILS 3'BIO(4.7'� 62 `� 20,40a,a0bORSPAN WHEN N40t, a 1.18"MAX WtOTH.UPS a if.}' O1i.85TARTER m fi 111HEIGHT. 0 Y E1CC a ALT.1'Bf0 2 WITH 21 OR 25. b x. �zlag UO 4 USE APPROPRATE ` STARTER STRIP TO r 1.5561" 46 20 t3 - xOAW FOR 0.0SLPFi£ � at 6 aURDtNc(wNanlTNs �--�•3 1 (INSIDE) FASTEN TO TRACK WFASTER i(21(tiOxtPPiz ylt. 45 tag" SCREWS AT CORNER,TOP xo.126' ALTERNATE END STRIP DETAIL &BOTTOM a 7 SCALE.3".V-0' ANY TRACK W/SCREW BOSSES. " 7 4 p SILL ( SHOMA7FRSPANSORtOADSTM ( SEND IRM t QUMEARtP50t)SiV CUP "OSP RUSUI A1'x1' RCUDM'GIR N _ NIOSDAHIASlt7GMdfHJ{pSOR ONTMEEXISTING GLASS d@ L7 Z ASYCitORSCHEDDtE6iNr3)d'TDC_ � .. e v 13 F.t71EW OR 1/M20601TT01END5IIA{P. 1 USE(1{BRASS H1,.0 LOCK 30 q SS`s 1 116-SStpUSrH LOCK f1NSIDE 7,SNNCRt4 {6Q TppT���FADED 13 ON"Kyyytt'si�{t"'`t"'�y>/16,.18TTHUADB \ t �$ $o OM p NSktUTppERPAN / .. __ d F 0 2R3T3�tJ�p pOnAP�Rlfoop3t��tSPAN SILL - $ �jg1 AA RECEIVt OLE SHALL BE (DLTTSIDE) $ �DTTOM OF St1UTiER - _ a@ ti ate MA WIDTH.UP T s _ _ 1"HEIGHT. i fn99t TYPICAL OUTSIDE CORNER CLOSURE - CG) DETAILS WO/CORNER POST - - - - - s- - -3 _ 4 � NTS P _ 13 0 c4ITa0uiRuaLle�wmPE 43 SILL 3 15 43 3 (OUTSIDE) 15-2339 c SPAN TO 213 SPAN FROM n BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE �' CG D STAILS WO/CORNER POST jp, MULTIPLE SHUTTER ASSEtYtBLY TI £O/ SCALE-3'•.V-O" /i11 Ct CONNECTION TYPEREFERENCE ACHOR /--EXISTING SCHEDULE FOR MAX. STRUCTURE f CI CONNECTION TYPE 1/4-20 MACHINE BOLT I / \\ SCHEDULE FOR MAX • 0%SMS(p 6' COR ' 1 SPACIN 1/2" (TYP.TOP&BOTTOM$ 2 FASTENERS ALUM. TUBE t %ir •• EACH ANGLE 6063-TS ALLOY SEE TAgIE p OR SUM _ �M^ 6 R yj �� I"x 2'x 1/et' �se ALTERNATE THRU BOLT O V`^'R OR 2"x 2"x 1!8" v C1 CONNECTION TYPE w ALUM.ANGLE ° REFERENCE ANCHOR MA GLASS THREE 3/i6'0 ALUM. 13 �� I SCHEDULE FOR MAX. SEPARATION I3 w Z n a rr SPACING PER TABLE 2 q., is W tifen 9 w E POP RIVETS O ,. 2 wa t4 THREE 012 SMS,TYP. a 17 t t w 3/1B'OALUM.POP �- 1 I �� OR DOOR--�( '"'�" I,_ tofir. j 1 RIVET OR 9172 SMS �1 u �1� TABLE A(ar3$ 0 18"O.C.(TYP.! _ / '4(7�� W14 MMStft VS ALLOWABLE t.E1t6T1i \ -......... / q�l' � --.,730 OR = a 'S�/g• MAY USE MALE OR - 1 0 i° I% No NO 3.p FEMALE LOCK-SLAT w� \ 62 130" 186' 13 ALTERNATE THRU BOLT �L�KAX.FROMPIN n 1za• t1T CS CONNECTION TYPE Ci CONNECTION TYPEBUS' SM r CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR 1: ' WASHER(TYP.) 82 114' 17Y NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. " f TOE d 92 114• 16- SPACING t. ) 1 _ 4i 1m' 160 _=� ANGLE TO TUBE CONNEC ION ISO orlor 113�i• TABLE B(om) EXISTING HOST EMBED. -1 p 2" q25" per' O1 50ti(3-T1ALUM.TUBE 26o ge. uq. PRMREVSALLOWABIELENGRI STRUCTURE CONNECTION TYPE PSF W"m �ugtt E DISTANCE REFERENCE OR MAX. `o eM SCHEDULE FOR MAX SPACING 1 62 113' 166' TENER @ 18"O.C, �1 g 82 lar tsr ALTERNATE BUILD OUT MOUNT SECTION E ANY ANCHOR SHOWN 82 10Y 19TNCHOR SCHEDULE). SCALE 3'0 1'-0" R2 4S 134' 102 Oar 13r -zr 104" w49• wu I3/16 RIVET OR 1112 sMs 063-T6 ( I- =tea@l 18"O.C. OR 1/4-2 n MN GL `A.S V1wNUT&BOLT(TYP.$. 19 - TUBE TYP. 71aN Z Z%j3!96"0 ALUM.POP _ FER TABLE w oN1ALUM.MBE RIVET OR 9112 SMS � GLASS 2 oziti5063-TS ALLOY (D 18"'O.C.(TYP.) ` DR ODOR E ow SEE jQQLE B FOR SIZE, x'V8' " £ mut2 FASTENERS INUOUS1"x 2"x.093"6063-T6 EACH ANGLE __ UM ANGLE AL ANGLE INSIDEUM.ANGLE,TYP. THREE ETT O ALUM. ATION TYP. 3 a POP RIVETS OR 1? w - 17 THREE 612 SMS,TYP. 0 o T'x-2'x I/B" w 5t ty Y 13 OR 2"x 2"x 1/8" '- - - - _ i CONNECTION TYPE Gf ALUM.ANGLE r 5CHEDUtE FOR MAX. USE MALE OR FEMALE SPACING OfKYR;Cj(f{pRpL6RKVMOPE` LOCK-SLAT 17fI5T1NG CONCRETE, 13 t3 BLOCK OR WOOD FRAMING 45-2339 scam OUTSIDE EE INSIDE SILL MOUNT SECTION PAPMVIA 612 x 1/2"GALVANIZED SCALE r 3"-T-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"m ALUM. SIDE CLOSURE OPTIONS «� POP RIVET.OR 1/4-20 MACHINE BOLT 8,NUT SCALE.3'.T-0' r cd)16"O.C. 3 3ts CB CONNECTION TYPE XISTINGREFERENCE ANCHORZ_j SCHEDULE FOR MAX. STRUCTUREO: SPACIN 5"MAX. 1/420 MACHINEBOLT GLASS m z w^ GLASS ui Cl CONNECTION TYPE _ OR DOOR w oma:uOR DOOR w w -+ REFERENCE ANCHOR 1 W/NUT @ 12^D.C.OR r u N Y '-w � SCHEDULE FOR MAX #14 SMS @ 6"O.C. <Z1 r N y w SPACIN 2^ (TYP.TOP&BOTTOM) m 13 tq=maw GLASS =h Nm /2" ® o 1/4'-20 THRU BOLT W/ GAS <_�m 1114 x 1/2'SMS @ 12"O.C. P�. JC IM w Z F o 1= •• , LOCK NUT @ 72'O.C.OR ARA71 _ E r B'la- OR 3/16"0 ALUM.POP TABLE 2 a J < O N 5 6 R M x 7/2"SMS @ 12"O.C.E.S PER t7 h E 6' w o OR 6 OR 3/16'0 ALUM.POP TAKE o=i� ALUM.POP RIVETS @92'o.C. N w o: RIVETS @ 6'O.C. E.S. J= )-w R 1/4"O ALUM.POP RIVEW/2" /2" N ANDD MN GLASS W r J '4 1/4"MAX.FROM PIN SEPARATION I- TS 6.. m !1 @ 12"O.C.E.S. X.FROM PIN ASSEMBLY 1/2"TYP. U '�Y-7l sRiITG PER TABLE 2 J." X.. PI 9 Q9 ANDll O 'HI WASHERITYP.) = xJ •+ ASSEMBL (TYP, B GLASS N pNQ 3m a EXISTING CONCRETE, c 3 CONNEC110N TYPc OR DOOR X 0 z rBLOCK OR WOOD FRAMING "' EREFERENCE ANCHOR < ooaew ; CONNECTION TYPE pIS . SCHEDULE FOR MAX. vIAEFERENCE ANCHOR SPACINGCHEDULE FOR MAX. PACING AS SHOWN Ll I 5 R CONNECRON TYPE IN DIAGRAM ON PG.9 n0i o �O 6 ® REFERENCE ANCHOR EXISTING CONCRET SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 7/4'MAX.FROM PIN_ >�k\YY4 SPACING.ALT.FASTENER C1 CONNECTION TYPEGUH1E O USFING LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.)MAX FROM BACK ANCHORS NOT REWD INSIDE MOUNT SECTION SCHEDULE FOR MAXGUIDE TO WITH THIS LOCATION SCALE:3"AT-0" SPACIN CONNECTION TYPEHNG WASHER INSIDE MOUNT SECTION REFERENCE ANCHORP') SCALE:3"�1'-0' SC,HEOULE FOR MAX.EXISTING CONCRETE, SPACING o °CBLOCK OR W000 FRAMO EMBUILD OUT MOUNT SECTION TYP.BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" BLOCK OR WOOD FRAMING STING Nf NOTE:FOR DETAILS A.B,0,AND E ON THIS SHEET E G T 4 CONNECTION TYPE EMBED. STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS' REFERENCE ANCHOR CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS �,. SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR MAX. R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK B, SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 1 ry ,���OVER THE GAPS BETWEEN SECTIONS. w 1/2- 1 2 h ¢ a7 N r KFW W 0 i GLASS w I-J 0: OR DDDR MR GLASS 13 N•D•:ww~:+• w 012 x 1/2-SMS @ 12" AitA =J F w O.C.OR 3/16"0 ALUM. PER H 2:u m 3 N m B 04 Iw.. 33 POP RIVETS @ 6"O.C. TABLE 2 X o GLASS OR r =w'- OR 1/4"0 ALUM.POP < ¢< DOOR N N Q E --, _ M%:k GLASS s 7MARIVETS @ 72"O.C. E �y TABlE 21.SEPARATIONN ON _ _ IL7/4-20 S.S.MACHINE PE ¢ o a FQT AND© 1/4"MAX.FROM PIN Eu ASSEMBLY 1UDE TOSCREW&NUT @ uN 1/12"O.C. GLA55 - . WHER(TYP.) mFOR DOORAX.FROM PIN m - - _ _ � a GUIDE TO BUSHING TD BUS I 'CONNECTION TYPE- 1/2^ O4- - WASHER(TYP.) - iv E WASHER(TYP.) E 4REFERENCE ANCHOR Cpplli<1IfpWMLElIU(WaUDE 5 6 EXISTING CONCRETE, pIST, SCHEDULE FOR MAX. ci= "' BLOCK OR WOOD SPACING AS SHOWN CONNECTION TYPE 15-2339 FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE EFERE C FOR MAX. OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR -"x 3"x 1/4"CONT. CONNECTION TYPE H12 x 1/2"SMS @ 12" SPACING. FOR MAX. SPACING 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, . SCHEDULE FOR MAX. @ LOCATION.FRONT AND BLOCK OR WOOD FRAMING yII AY BE REVERSED SPACING POP RIVETS 6"O.C. BACK ANCHORS NOT REWD S SHOWN DASHED OR 1/4"0 ALUM.PO WITH THIS LOCATION OWALL MOUNT SECTION RIVETS @ 12"D.C. O CEILING / INSIDE MOUNT SECTION FO WALL BUILD OUT D SCALE:3"B 1'-0" SCALE.3"=T-0" SEC N SCALE-3"=T-0" /] " P.E M'I'L GLASS GLASS SEPARATION OR DOOR PER TAWLE2 d � rc°C= GLASS OR F W u u DOOR Q UN 4z GLASS OR Mpl p,ASS DOOR I XNN �' �'. •• W O £I-IX SEPARATION I m� PER TABLE2 ul tu =Q 1 JN =2D to Rw a Cd a D Z T I �m 13 w¢vi 13 z5 tmLLZ$a u Z CI CONNECTION TYPE �O z NA 1/4"MAX.FROM PIN GUIDE 28 UQ n SP MAX.REFERENCE ANCHOR u Q .i W Ti TO BUSHING WASHER ITYP.) m SCHEDULE FQy , I TWO 1/4"0 WOOD ,250" o9' 1 LAG SCREWS @ 24^ CONNEC110N TYPE 250 Q O.C.MAX.WITH 2' REFERENCE ANCHOR THREADED PENETRATION SCHEDULE FOR MAX. e T"INTO CENTER OF 2X STUDS / SPACING jo 18 B EMB.'T' 14 SMS[A MIDSPAN BETWEEN STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE PLYWOOD& TUBE CONNECTION / STUCCO FINIS 1"x 4^x.125" 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING N DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. O SCALE+3"01'-0" SCALE.3'=1'-0" F�N m O WALL MOUNT SECTION THIS DETAIL MAY � � m ALSO BE USED 6 SCALE 3"=1'-0" AT TOP Yv 3 W g p ACCORDION SHUTTER m w : q e PER PRODUCT APPROVAL f o —GLASS f p ry g h IL GLASS OR DOOR F• O Ki N u P�TTAAKE2 ly N EXISTING WOOD IG-0.421 APPLICABL.EATTOP Z Z TRUSS OR RAFTER AND OR BOTTOM ¢ aQ X a @ 24"MAX.O.C. ;-1/2:;-1/2 2.OR 3' £ w £ N EXISTINGMATERIAFINISH d 1 0 $ ^//^�� 1/4"MAX,FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 1/2'MEN, l',t _ TO BUSHING WASHER(TYP.) ALUM,ANGLE W/THREE _ E 5 2"X 3"x'Ye x CONTINUOUS OR 2.175' 6 1/4"TILE(TYP.1 1/4"0 WOOD LAG w °B k P x 2'x)'i x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" qa 6061-TG ALUMINUM ANGLEMINIMUM THREADED 3/4'PLYWOOD PENETR."T"IN WOOD P 5 6 0.9"MIN.THICK 606L-76 ALUM TRACK X —1/4'0 A325 GRADE THRU BOLT(ta 7"O.C. EACH RAFTER OF TRUSS, FASTENED TO ANGLE WITH 1/4-20 OR S/16'0 A32S GRADE THRU BOLT p 12"O.C. 24"-O.C.MAX.WHERE ANGLE KSI CONCRETED TO - � EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND W AND 9'O.C.FORTHE BALANCE LAST TRUSS MORE THAN a f3 HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO „i F A Yi 0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS. �'� -' a 3'FROM ENDS-AND 4'O.C. _2-1/2'-MIN. STRUCTURE(3000 PSI MIN) _ _ OR 1/4^0 LAG SCREW @ 9"O.C.W/1-7/0" - FOR BALANCE WITH 1%. MIN.EMB. IN WOOD SG-0.42.TO O.SS. w w g® MIN EMBEDMENT AND 2Y�' MAIG DESIGN lAAO AT S'-0'MAX SPAN: MIN EDGE OLSTANCE, t 62P.S.F, EXISTING CONCRETE, N _N G ooPrtad�rlAvecLelarulmovc HOLLOW 8LOCK OR STAGGERED WITH 3'MW. MAX.DESIGN LOAD AT 6'-O"MAX SPAN: WOODFRA SEE 2"x 5"x 1/8"CONT. Q Q~ 15-2339 SPACING.TYP. t S2 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) £ (LBASED ON ICA SCAM _ - O BUILDOUT MOUNT STRUCTURE Q PAAEi DL6CPIPROREI HO SCALE,NTS (MAX.DESIGN LOAD:72 P.S.F.. Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE O 3"01'-0" K SCALE 3 1'-0" �u7/ P.E. EXISTING RUUCTURE ALT.LEG DIRECTION POINTS SCUD SET ANCHORS WITH 71W MIN 12'MIN FROM EDGE OF ACCORDION ROUND WINDOWEMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM y EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE A •• TOP OR BOTTOM (2)6063-76 ALUMINUM !!! ANGLES PER BEAM END,SIZE No� PER SPAN TUBE SCHEDULE *° 1 EMBED. SPAN TUBE PER 735• ACCESS HOLE-/ DESIGN SCHEDULE ��e4 EDGE OF ACCORDTON z1/4-20 MACHINE BOLT W/NUi® Q SHUTTER BLADES 12'O.0 OR 314 x 3/4'SMS 6'O.C. yam/ • ��yL y TYPICAL - 1/2'MAX. 5 6 >VN(��v 3'MIN 55 QQ EDGE 3 6 §Nil =to W o 2.873'0 HOLE(TORC-CEIVE DISTANCE MIN.GLASS N � N ROUND WINDOW ASSEMBLY) SEPARATION a MAXIMUM OF 3 WINDOWS EXISTING S OR PER EVERY OTHER BLADE G DOOR x 8 tt55 1 LIGHT-N-VIEW WINDOW f o EDGE rIR'MAX la .SpTSj g N.T.S. EXTERIOR ELEV r=$ DISTAN I 5 6 N N fO ' 00 V' 3 16 1/4•MA .FROU PM GUIDE m Hwa $= TO BU5 p 'f 1/4-20 MACHINE BOLT W/NUr ACCESS 1/2' HOLE 12'O.0 OR a14 x 3/4'SMS 6"O.C. . 2.8756 HOLE TO SPAN TUBE PERhw- 6 RECEIVE ROUND EMBED. DESIGN SCHEDULE tr WINDOW ASSEMBLY L (2)6063 T6 ALUMINUMFi- 2 N l p,�, ANGLES PER BEAM END,SIZE M,s% m EXISTING PER SPAN TUBE SCHEDULE 00 HOST 1/4.6 7HRU BOLTS SEE BEAMa N STRUCN� SCHEDULE FOR REQUIRED NUMBERS EMBED IN POINTS OTE OR HOLLOW BLOCK 3"3 MRS WITH INIMUM F 0.125' 0.125• SPACING,AND 3'MIhiMUM EDGE DISTAffCE 8 0.032' 0.032'x{ MAX.DESIGN LOAD=f 72 PSF SPAN TUBE SEMON 0.196• �\ 8 _N.T.S. VmTSECRON o it SPAN TUBE SCHEDULE FF \ AILOWABlETUBE NUN-SOLS ANCHORS PER 6BN7LE N LENGTH r. 1 TUBE SHUTTER SPAN THRIhEKN.TS �� LENGTH "I" j 8 WINDOW SIZE SPAN TOP Bo7roN TOP BOTTOM TOP BOTTOM TOP BOTTOM + / n It ASSEMBLY -TUBE NBE TUBE_ __TUBE TUBE TUBE TUBE TUBE m 60' 1238• 175.7 2 2 2 3 t' T 'D 0� 96' ....lol.T t0.T 2 2 3 _ 3 T T � p .12W 123' OB.P 94,V 2 2 3 3 T T i9 —1\ 60' 1247 157.0' 2 2 2 3 4' T yfl \ / \ 2k6Y 96' 114.5 124.1• 2 2 3 3 T T 6th 723' 1026` 109.6• 2 2 4 4 15 70' 7560' 196.P 2 2 3 3 _T- _ T d I ,87$• 8' f D. 96' t22T' 155.7 2 3 4 T_ 10' 63.250• 123 715.4 737.6- 2 3 4 6 10- 13- _ 80`- 755.1• _2460'__ _2 _ __2 3 4 I _ 10' IZ \\ Q 140.8'- 279.9• 2 3 4 LIGHT-N-VIEW WINDOW i tzr +327 291'' 3 , a ' t3• C�1168Tn 9 102 UMPE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB \\ // SPAN TUBE SCHEDULE 15-2339 x •ANGLES FOR 2°x3'&2'x6•BEAMS. _ 2. USE 2•%5'x1/4'ANGLES FO 2'x8'EA 2'x10'BEAMS. OR 3. USE BEAM SCHEDULE FOR DETAIL 3/8. OR osr ccrn1P11- 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLA D E W ROUND WIN DOW S. SPAN TUBES MAY BE U5ED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS N.T.S. EXTERIOR ELEV ABO DMWD BEGL.00W THE BEAM. BOLTS.),WITH THE SHITTIER SPAN TAKEN AS THE SUM OF THE SPOOLS/ 8 6. LAP BEAMS ARE NOT ALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-76 ALMMINUM. ANCHOR SCHEDULE: CONCRETE a N, ,,,�s 2.5"HIN EDGE DISTANCE Ci Saen9 UO To 6'-O' Spam UD To 8"-3' Spans up-W-17-4" ,,• V`f LARD CONN TYPE CORN TRE CONN TYPE ANCHOR (fK0Cl C2 C3C4 CS Cl C2 C3 w CS Cl a n w CS . 114"ITW TAPCON OR ELM 43 L6.0'16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.0"16.0"16.0`19-9" 5.5" 8.5" 145 ULTAAOON WITH 1-w4' _53 16.0"16.0"10.5"14.5"I6.0"16.0'12.0" 7A• 10.5.16.0"15.01 7.5" 4S' 7S' 10.5" EMBED(3192psl NIN CONC) 62 16.0"16.0" 85" 12_5 16_0"16_0" 9S" 55"85 15.0"15.0" 7.5" 4.5' 75" 105" ttl •7o_•iGU"13.0. 7.0^ 11.0'16.0"15.5" IF 8.0" 5.0" 7.S' 11S"15.0" 7.5" 4.5" 75` 105 T /O8 COMBINATION• \`� 100 15.0" 75" 45 7.5' IO.5"1S.0" 7.5" 9.5" 75 IDS'1&0" 75' 4S1 7S' 105 2 x S 4TYP.I 0 COMBINATION 1/4"MULENIUM MTL FAST 43 16.0"16.0"15.0'16.0^16.0"16.6"'160" 9.0" 13.5'16.0"16.0" 8.5" S.5" 90' 13S' 661 WITH 1-3/4'EMBED(327SP 53 16.0'16.0"11-W 15.0"16.0"16.0"11.0' 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9S" p Y 3C MIN CONCR[TE) 62 16.0"15.0" 8.5" 110"16.0"16.0" 85" 5.5" 9A" 135 13.5" 7.0` 4.S" 73"" 9.5 jV W n 70 16.0"12.0" 7.0" ILO"16.0"14.0" 7.0' 4.5" 8.0" 10.5"13.5 7.0" ±:5^_7.5" 9.5" Y a Z 100 13.5" .5S 5 7.0" 4 ' 7. 9.5" 137.0" 4.5" 75" 9.5" 135 7.0" 4S' 7S" 9.5 114•ELCO CRETB'LFX ss4 43 116.0-16.W 16.0"16.0"16.0"16.0"36.0'13.5'16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" Y S p;S 9 AY W/2"EMBED(33500 MIN 53 16.0"16.0"16.0"16.0"16.0"10.0'15.5"10.0"16.0'10.0" 6.5" 11.0'14.0"CONT) 62 12.5"16.0"16.0"16.0"12.5' 8.0" 130116.0"16.0"10.0" 6.5" 1L014.0'70 10.5.16.0'16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10,0" 6.5 11.0"14.0oW100 10.0" 6S' iL0"14,0"36.0^10.0' 6S' 11.0"140" 1°MIDI EDGE DISTANCE NOTE. 'S"INDICATES ANCHOR SCHEDULE SPACING. i cl T-c2-F-c3T w cs Cl Cl a w cs Cl a n w a SPACING DIAGRAM FOR C2 & C4 COidNECTlON TYPE: 1/4"ITW TADCON OR ELCO r4316.0"160" 7.5" 8.0" 16.0"16.0`16.0• 5.0' S.5' 16.0.16.0"li.. [01 - [2 CONNECTION TYPE USING PIECE WITH OUTSIDE n ULTRACON IN TR 1-3/4• 16.0"16.0' SS" 65 16.0"16.0'IZO" a5 16.0"145' ANCHORS ONLY EMBED(3192PSI FBN CORLT16_0^15S' 4.5" 5.5" 16.0'•16:0^ 9.0` 4.0' 14.5 1a5 " -C4 CONNECTIDN TYPE USING PIECE(1)WITH 16.0".lS' 4.0" 1.0" 160''35.0" 7.5' 11.0"145 " OUTSIDE ANCHORS ONLY 34.5" 7.S 10.0"1•%.5"75' /10.0"14.5"114"M1llENIUM MIILPA57 160"i6:0"11.0'13.5^160^16.0"130" 6.S• 9.5" 16.0"SAO"WITH 1-3/4'EMBED(327SP5116.0"16.0' &0" iL0"16.0"16.0'" 9.0' 5.07.5•' 16.0"30.5" ANCHOR NOTES: MW CONCRETE) 160"US' 6.0" 9.0" 16.0"115 7.0" 4.0" 6S" 11.0"10.5" 1. SPANS AND.LOADSSHOWN HERE ARE FOR DETERMINING ANCHOR SPACING16.0" 9.5" 5.5" &O" 16.0`11.5" 55 SS' BS' 10.5' ONLY.ALLOWABLE STORM SHUTTER SPANSFOR SPECIFIC LOADS MUST BE 100 10.5" 5.5" SS' 7S' 10.5" 5S" /55" 75" 10.5" LIMITED TO THOSE SHOWN IN TAELE 1(Pg 2). A 1-1/4'MIR EDGE DISTAMCE 9?� 1/a"ALL-POINTS SouoSET - Z ANCHOR ANCHOR SCHEDULE BASED E. THE SELECT DESI G LOAD RE MATERIAL, ANCHOR W/7/8•EMBED A C! a n w CS C3 a C3 U -( C1 a C3 w CEAEQQNCHOR TYPE AND EDGE DISTANCE.NSHUDESIGN LOAD GREATER THAN OR R 114-20 SS MACHINE SCREW 43_16.0"16.0" &5" 10:S".16:0 I6.0'12.0" S S' 75 16.0"32.5-16-713.0-150'.. 10.w THAN T EQUAL Q O GAN ON SHUTTER AND SELECT SPAN GREATER g (30DQp51141A OONLT 53 16.D'15.0"6S' 8.0' 16.0"16.0"8.5" 4_O" 6.0" 155"30.0" SA" 4.0" 7.0' SPAN 62 16.0"ll.0" 5.0" 7 0' 16.0"12.5' 65" 35 5.0' 10.0"10.0' 5.0" 4.0 7A' 3. SEE MOUN[TI(G SECTION DETATLS FOR IDENITFTCAT ION OF CONNECTION TYPE. 3• 01.0 70 16.0" 9.0' 4.5" 6:0" 16.0"10.5 SS 10" 4.0" B.0" 10.0' S.0" 4.0' >.0" g ~ 100 10.0' 5.0'rM 4.0' 7.0" 10.0' S.0' 4.0" 7.0" 10.0" 5.0" 4.0' 7.0' 4. ETOSTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE $ BLOCK OR WOOD FRAMING.REFERENCE MHOR SC14EDULE FOR PROPER _y v 114'ALL-POINTS SOUD•SET 3"NIN EDGE DISTANCE _ ANCHOR TYM BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/71W EMBED& Cl C1 C3 CS G a a w cs n C2 c3 w cs C.ONNEC(TON TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF ,! 114-20 SS MACIRNE SCREW 43 16.0"16.0"160"16.0"160"16.0"16.0"31.5"38.0'16.0'16.0'11.0^ 7.0" 11.0"16.0^ CONNECTION TYPE .9 (3000ps1 MIN CONC) S3 16.0"16.0"135 16.0°16.0"16.0.14.0" 8.S" 13.5"16.0"16.0" 8S" SS" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE G2 16.0"16.0'110.5"116.0"16.0"16.0"ILO" 7.0" 13.0"16.0 16.0" eS" S.S" 9.5" 32.01 ONLY. g .� 70 16.0"f5.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 30.0"116.0" B.5" 5.5 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANGORS ARE INSTALLED 100 160' 8.5" 5.5" 9S^ 12.0'16.0" BS^ 5.5 951 12.0"16.0" 8.5" 5.5' 9.51' 17-0" LE(ACCORDANCE G7liS SAMALL BE AS OTED A DRDO NOT INCLUDE OR 80TI1ERENT 2-S/8"MW EDGE DISTANCE _ 114'POWERS SS UPAP•W - _ FINISHES. W/1/4-2D SS BOLT AND Cl a C3 C4 CS Cl C2 C3 C4 CS -Cl a -n w CS p 1"EMBED(3000psl MIP] 43 16.0'1.6.0.14.0'16.0"16.0`16.0"14.0`-8.0" 12.5"16.0"14.0" 75 5.0' 8.0" ILS 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS �g CONT) 53 16.0'16.0' 9.5: 14.0'160"16.0' 95" 6A' 10.0"16.0"11.5 6.0' 4.0" 7.0" 8.0" - - VARY.FIELD VERIFY THAT FASTENERS ARE INTO-f(DEQUATE WOOD FRAMING 8:7 888 62 16.0"12.5' 7.5" 12.6'16.0"14.5' 7.S" 5.0" 85 ILS'11.5" 6.0" 4.0" 7.0" &0" MEMBERS NOT PLYWOOD.FASTENING TD PLYWOOD IS ACCEPTABLE ONLY FOR q e� SIDE QA�URE PIECES. ' 70 16.0"3D.0" 6.5" 10.5 16.0"12.0" 6.O" 4.0" 7.S' 9.0" TIS' 6.0" 4.0' 7.0" 8.0" y� 100 11.5"16.0-14.0-17.0- &0" 11.5 6.0` 4.0" 7.0' &0" 1i.5" 6.0" 4.0" 7.0" &O` B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER fip SHALL BE LOCATED IN CENTER OF NOMINAL 2"X 4' MIN. WOOD SITIID.3/4" yj 6 - - 114'POWERS SS DROP-IN - _ .. ..- 3_1/2_HIN LOGE DISTANCE - - EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL 4 Ss W/1/4.20 SS ITOLTAND EA C2 C3 C4 CS CS C2 C3 C4 CS CIL a C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. -- - 1'EMBED(3000031 MIP] 43 16.0"16.0"150"116.0"116.0"116.0"114.5 9.0"113.5"116.0"15.0" 7.5" 5.0" 9.0" 12.0` 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT'OF THREADS IN A CONC) 53 16.0"16.0"105 15.0'16.0"16.0"10.0" 6S' 10.5"I&0"12.0 6.0" 4_0' 7.5' BS" BASE ANCHOR AND MAY HAVE EITHER A PAN F(EAD�TRUSS HEAD,OR WAFER S s_ .� 62 16.1-13.0^ &O" 12.4'is.0•'15.0" 0.0" 5.0" 9.0" 12.d'12.0" 6.0'• 4.0^ 7.S' 8.5" HEAD(SIDEWALK BOLT),U.O.N- •§$A 70 16.0•TOSS 7.u' 11.V116.0-112.5-1&5- :4-V 8.0" 95" 12.0" 6.0° 4.0-17.U- US- ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 12.0' 6.0" 4.0' 7.5" &5"112.0-16& 4.0"'17.9-18.5- 17-0" 6.0" 4.0" 7.5" BS" S 2'MIR EDGE DISTANCE Y s DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE STREW. � 012 SMS W/Y EYEWALL cl C2 C3 w CS C1 C2 C3 w CS Cl C2 C3 w CS NUT OR WASHER WINGNUT. 6D7010)88DACLBBdN"DDPE ARMOR INSERT W/2'EMBED 43 16.0"16.0"11S 14.0"16.0"16.0"16.0" 7.5" 10.0.16.0"1&0" 9.0"' 45" 6.S' 13.5" Ii. MINIMUM[CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (20009''1'NIM CONC) 53 16.01 16.0" 8.S" 11.0116.0'•16.0^11.5 5.5" 80" ISM'14.0"17.0' 3.5" SS' 10.0" - 62 16.0.15.0" 7.0" 95" 16.0"16.0-19.0" a.5 6.5' 14.0"14.0' 7.0" 3.5 5.5" 10.6" I2. DRILLWHEN I N O ORLLO TO HOLLOW BLOCK SDS ORALS SHOULD NOT DE USED TO 1�1 ORi11 INTO HOLLOW 81.00K,NOR SHO6lD IMPACT DRILLS BE lI5ID TO INSTALL 70 16.0"12.0'• 6.0" &O" 16.0"las 75" 4.0" 6.0" 10.5 14.0" 7.0" 35' 6.S' 10.0` CONCRETE SCREWS TO HOLLOW BLACK 100 14.0" 7.0" 35' 5.5" 10.0"14.0" 7A"' 3.5" 5.5 10.0'14.0" 74-..3.S- S.S' 10.0" if 12 SNS LY/2,75 ANAL, 43 16.0.16.0"16.0"16.0"16.0"16.0'16.0"10.0"14.0"16.0-16.0-II.S' 6.0' 95 16;0" ARMOR DISERT W/2.9- 53 16.0"16.0'120"160"16.0"16.0'15.0" 7.5" ITA`16.0"16.0" 9.0'• 5.0" 8.0" 13.0` S EMBED(2000p31 Nl OONCj 6216.0`116.0" 9.5" 13.5 160'IGD`11.S" 6.5- 95" L6.0^16.0' 9.0" 5.0" 8.0' 13.0' Q C 70. 160116.0-18.0- 11.5 16.0"16.0" 9S" 5.5- 8S" 14.0"16.0" 9.0^ SO" &0' 110" g 100 16.0-19.0-1 5.W 801 13.0"16.0" 9.0" 5.0" 8.01 13.0'16.0" 9.0"1 5.0' 0.0" 13.0' li-I 461 - EL7EL!b➢na IMMMii[3sam MMAEIUMMFMMMMG�iiE�ii�Elb UNUAM '�' rM EMMMIMMIMM MMM �m oor�mo ' ©m000 0000m ooc�m©oo MMM 1 Jill 0ALk@JOLfjN- maim //r SAI KM _ m ETA o/p/MME/s/s/ iiiiiaiiaiiiiiiriaaiaiiaiiriiiiaiiiiiiiiioaiaaiiiiiiiiiiii/ii�ii /, ------ mora m �i �/ii%i/;�; ■m000©momMEM moc�mo omc� ©000©tom Elm HIM M f. MR ME - EXAM IEM ©oo©m0000mc�r�r�c3moc�momr.3c�©om000© ii�/iii � ��/ riaiii� K"a ///%/w, / ///////���////r////// EKRp,,P.E ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK r MIH EDGE DISTANCE t'j Sp01L^Up TO 6'-0" Soaps UV T08'-r �pan4 Up TO lY-6` t LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (P1V Cl -C2 C3 0 4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS .Q6 932 SMS W/r EYEWALL 43 16.6"16.0" 75" 9.0" 16.0"15.5" 8.5" 4.5" 6.5" ISS' &5" 4S' 44" 7.0' ARMOR INSERT W/2-1/4' S3 16.0'lOS' 5.0' 7.0" 16.0"11.8' 6.0" 3S' S.0" ZL0' 7.0' 3.5" 3.S' S.0` EMBED 62 140' 7.5" 4.0" 6A'.14.5' 9.0" 4S" 4.0' 7.0" 7.0" 35" 3S' SA' = 3.5" �3S 55" 7.0^ 3S' 3S' S.0'" 100 7.0" 35" 3S' S.0" 7.0" 3S' 3S' S.0" 7.8' 3.5" 3S' 5.0' ANCHOR SCHEDULE: WOOD (G=0.55) 3/4"MIN EDGE DISTANCE Q qQ Sian Up TO 4-0' Soaps Up TO B•-r Spon U0 TO 12'-0' NS W b rr LOAD COMM TYPE CONNTYPE CONN TYPE � 7r.'y}$U!I 8 ANCHOR (P� Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS i/4'LAG SCREY!Wliii 3-3/4' 43 26.0"116.9'SiS 12.5"1G.0'1G.0'1G.0' 7.5' 8.0" 16,0'16.0"14.5' 4S' 6,0" 16,0' N •MIN THREAD PENETRATION S3 16.0"16.0" 8S" 10.0-116.0-116.0-116.0- 6.0" 7.0" 16.0"16A"115" A.O" 5.0" 16,0' OZ 62 16.0"1&0" 7.0" &5' 16.0"16.0'145" S.0" 6,0" 16.0'16.0"11.5" 4A" 5.0" 16.0" 70 16.0`1&0" 6.0" 7.5' 16.0"16.6"12.5". 4.0" 5.5^ 16.0"16.0'11.5" 4.0" 5.0" 26.0" a 100 16.0"11.5' 4.0" 5.0" 1&0"16.0"11.5' 4.0' 5.0" 16.0'16.0-11.5' 4.0' 5.01 16.0" < T/-16--WOOD BUAIING WITH 43 16.0"16.0" B.0' 10.0"16.0^15.4' B.5" 45' 7.0" 15.5" B.5" 4.5' 4.5'F70'd 1.13'MIN EMBED&1/4-20 53 16.0"10.5" 5S' &0" 16.0.11.0" 6.0' 3.5` SS" 11.0" 7.0" 3S^ 4.0"SSMACHINESCREW 62 14.0" &0' 4.5• 6_5" 14S" 9.0^ 4S" 3.0" 4.S' 7.0" 7.0" 3S' ' 4.0'�� 70 12.0" 6.0' 3.5` S.S• L?-P 7.5" 3S' 4.0" SS' 7.0" 3S' 4.8 100 7.0" 3S" 4.a' SA" 7.0" 3.5' 4.0" 5.0' 7.0' 3 5 4.0'614 SMS OR 014 WOOD 43 16.0"16.0"125"14.5"16.0"16.0"16.0" 8A" 10.0"16.0"16.0"11.5" 5.0" 7.0" .��SCREW WITH 1-3/4"Mm 53 16.0"1&0" 9.0" 1NVUBW 0"16.0"150" 6.0" &0" 16.0"16.0" R5' 4.0" S.5"THREAD PENETRATION 62 16,0"16.0" 7.5" 0"16.0"li.s 5.0" 7.0" 16.0"16.0" 9.5" 4A" 5.5" S70 16.0"16.0" 6.5 16.0'IDA" 45" 6.0" 14.0"16.0" 9.5" 4A" "5.5' . y 100 16.0" 9.S• 4.0" 16.0" 9.5' 4.0" 5.5 13.0"16,0' 9.5' O F i m ANCHOR SCHEDULE: MOOD (G=0.x42)_ roll � 3/4'MIN EDGE OISTANCE x G Spans UV To 6'A' Spans Vo To 8'-3" Spew Vp To 12'-0' \J.• �F{ }� LOAD CONN TYPE CONN TYPE CONN TYPE g y� ANCHOR (Psl) Cl 1 C2 C3 CS I CS I u 1 C2 C3 I CA I CS I Ci CZ'l C3 1 CA 1 CS g g 1 1/4'LAG SCREW W1RI 1-3/4 43 16.0"16.0" 9.0' 10.0"160116.0"116.0" Sr 7A" 1&0'16.0" 9S' 3.5" 4.S" 1S.O" Bit MIN THREAD PENETRATION 53 16.0"16.0" 6S' 8.0" 16A'1&0"12.5' 4.5' 5.5" 16.0"15.0" 7.5'"• 3.0" 4.0' 11.0" 62 16.0"16A" 55" 6.5" 16.0"16.0' 9S' 3S' S.0" 15.0'15.0" 7.5 3.0" 4A' iL0" < 70 16,0'135^ 45" 6.0" 16.0'16,0' 8.0' 3.0" 4.0" 11.5"15.0" 7.S" 3.0" 4.0" 11.0" lrL�tv.,l S # 100 15.0" 7.5' 3.0" 4.0' 11.0'ISA' 7.5" 3.0" 4.0" 11.0'15.0" 77^5" 3.0" 4.0" 11.0" H 014 SMS OR 014 WOOD 43 16A"16.0" 85" JOS'16.0'16.0'12.5` SS" 7.0" 16.0'13.0" 6.5" 3.S' 5.0' 10S' _ SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6S" 0.0" 16.0"16.0" 8.5' 4.0" 5.5' 16.0"10.5 5.5" ZS" 4.0" 7S" S THREAD PENEMTION 62 16.0"II S" S.8' 7.0" 16.0"23.0" 6,5" 3S" 5.0' SOS"10.5" 5.5 :2.5'. 4.0" 7.9' r` 70 16:0" 9.5 4:5_ 6.0' 16.0"it.0" 5.5" 3.0" 4.0" 6_0"_10.5' SS• -7.5' 4.0" 7.S' 100 10.5" 5.5" 2.5' 4.0" 7.5" 10.5" 5.5" 2S' 4.0" 7.5" 10.5" 5.5" 2.5' 4.0" 7 5" r yl ANCHOR SCHEDULE.-GROUT4ILLED CONCRETE BLOCK 3" p 4"MIN EDGE DISTANCE _ 12A (j Spens Up To 6'-0' Spans UDTo 8'-r Spam UOTO IY4W 8 ril LAAO CORN TYPE_ _ _ _ CONN TYPE CONN TYPE _ _ _ SS .ANCHOR. -- _ _ 1010- Cl. -C2 C3 C4 CS Cl C2 'tl C4 CS 'C'1'- C2 tl C4 .CS 5/16'ITW TAPCON ITL W/ 43 16,0-116.0-116.0-16.0"16.0"16.0-11&(r 15.0"16.0"16.01 16.0'15.0" 9.8' 14.0'16.0" up. 2-1/4'MIN.EMBED 53 16.0"11&0"116.0"16,0"16.0"16.0"116.0"13A'1&0"16.0^16.0"12.01 7S" 1L8'16.0" 62 16.0'16.8'14.0'75.0'16.0"16.0"15.0" 9.O" 14.0"16.0'16.0"12.0" 7.5' LLD"16.0" -70 16,0'16.8.'11.5'.16.0.1 16.0'16,0_12.5[ &0' 1257 16.0"16.0"12.0" 7,S"_12.D`16.81 100 16.0"12.0" 7.5' 12.0"16.0"16.0'12.0" 7.S' 12.0"16.0"16.8'12.0^ 7.Y 12.0"16.0" � R 5/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5'14.0"16.0"26.0"10.5" 6S' 9.5^ 16,0'11.0" 5.5" 65" 9.0" pOPOUefQ(RpaCLOFR7AR70PE 2 9 2.1/4'MIN.EMBED 53 16.0'13.5' 7S' 11.01 16,0"14.8' 7.5' 7.5" 13.5" 9A" 6S" fO 62 16.0"10.0" 6A" 9.0' 164"11.8' S5' 66-5" 9.0" 9A" y 6.T a5-2339 GWW 70 15.0" 8.0" SA" aA" 15.5' 9S' SS" 7.0" 9.0" %6,S" 55" 6S" 9.0" W$ r MRT EDGE DISTANCE _ Cl_ C2 C3 CA C5 Cl C2 C3 CA CS Cl C2 C3 C4 CS 912 SMS W/r EYEWALL 43 16.0"1&0" 9.5" U.S'16.0.16.0'14.0" 6.6" 8A" 16.0"10.5' 7S 3S' S.5" ILS' 9 ARMOR INSERT W/2-EMBED 53 1&0"16.0" 7.0" 9.0" 16.0"164" 9S" 4.5" 6S' 16.0"ILS° 6.0' 3.0" 4.5' 8.5" n s 62 16.0'13.0" S.S' 75" 16.0"14.5" 7S" 3S_ 5.5" 32.0"11.5' 6.0' 3.0" 4.S' S. ANCHOR NOTES:SEE SHEET �ILIII tl 70 16.0".LOS' S. 6.S 16.0"1L5" 6.5" 3A' 4S" 9.0'111.5-16.0- 3.0" 45" 8S" 9FOR/WC0TES, ES. 100 11.5" 6A" 3A" 4S" 85" 11.5" 6.0" 3.0'