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1 � �33� r� t ,.j-.¢ a,u� F. ; �' ,•.X64 Mx • r a ": „an h' fig, 9 4 � 3 e� ..._........................... -......._._....._..._.__.� / r" F, ....... t�. 0 p £I I ,N �� 3 'ti w OR 1 M � - mn a x V s � -- 3 Florida Building Code Online 'I Page 1 of 5 I RECEIVLD AUG-1 Z317 - $ - a rl I'lls jr * 1 BCIS Home Log In { User Registration i Hot Topics i Submit Surcharge I Stats&Facts f Publications I FBC Staff,� BCIS Site Map Links Search , orida ?� Product Approval. USER:Public User i p Product Aporoval Menu>Product or Aoolication Search>Application List>Application Detail I , FL# FL14911-R7 Application Type Revision ; Code Version 2014' Application Status Approved I I Comments Archived ❑ j ' Product Manufacturer Silverline Building Products Coirpl Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (800)234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright ' ri ckw@ rwbldgcons u lta nts.co m i Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive. II North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email i Category Windows i Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcoo p'Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 j Quality Assurance Entity Window and Door ManufacturersoAssociation-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King,P.E. Validation Checklist-Hard colpy Received Certificate of Independence FL14911 R7 COI Certificate Of(Independence W.odf �I Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/'A440 2008 AAMA/W D MA/CSA/101/I.S.2/A41�0 2011 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 TAS 201,202 and 203 1994 _ i I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ quZRj59%2fDrx... 8/17/2017 I Florida Building Code Online Page 2 of 5 I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14911 R7 Equiv Equivalency Of Standards.pdf i ,i Sections from the Code Product Approval Method. Method 1 Option D Date Submitted 04/02/2015 'I Date Validated 04/13/2015 Date Pending,FBC Approval 04/16/2015 Date Approved 06/23/2015 i I Summary of Products Go to Page Pagel/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 FL14911 R7 II Inst i4911.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon Fil 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 FL14911 R7 AE Eyall 14911.1.0df 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 FL14911 R7 II Inst i4911.2.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon Ftl Schmidt,P.E.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 FL14911 R7 AE Ev'al 14911.2.pdf 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 Inst i4911.3.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 valuation Reports Other:See INST 14911.3 for Design Pressure Ratings,any FL14911 R7 AE a'I 14911.3.pdf Ev additional use limitations,installation instructions and reated by Independent Third Party:Yes product particulars. (Note-See 14911.24 for Wind Zone 4 and HVHZ Impact Product) I 14911.4 d.S 2900/4900-M 2902/4902 Twin Si Continuo ad and Sill Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.4.pdf 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 Reporis•1 Other:See INST 14911.4 for Design Pressure Ratings,any FL14911 R7 AE Eval 14911.4.odf 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 I Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.5.0 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 14911.5 for Design Pressure Ratings,any FL14911 R7 AE Evall 14911.5.1)df additional use limitations,installation instructions and Created by Indepe'nd'ent Third Party:Yes. product particulars. i I http://www.floridabiiilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDq'uZRj 59%2fDrx... 8/17/2017 I i Florida Building Code Online Page 3 of 5 14911.6 f.S 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 14911.6.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.6 for Design Pressure Ratings,any FL14911 R7 AE EvalIA4911.6.0f 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 FL14911 R7 II INST'14911.7.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:This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.7.odf 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 FL14911 R7 II INST 14911.8.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:This Product is No Longer Offered by Silverline. FL14911 R7 AE EVAL 14911.8.odf 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 2901/4901"Weather Stopper" Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.9.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon R 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 FL14911 R7 AE Eval 14911.9.1)df 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) i 14911.10 j.Series 2000/Model 2001 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 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, FL14911 R7 AE Eval'14911.10.odf any 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 ith Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.11.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, FL14911 R7 AE Eval 14911.11.Adf any 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 rI 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 Design Pressure: N/A Evaluation Reports Other:See INST 14911.12 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.12.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx... 8/17/2017 I ; Florida Building Code Online Page 4 of 5 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.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 1 Other:See INST 14911.13 for Design Pressure Ratings, FL14911 R7 AE Eva1114911.13.odf any 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 R7 II Inst 14911.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon Fl,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, FL14911 R7 AE Eval;14911,14.1)df any 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 2202/2302 (Continuous Head a4SM with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.15.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 i ' Other:See INST 14911.15 for Design Pressure Ratings, FL14911 R7 AE Eva['14911.15.odf any 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 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, FL14911 R7 AE Eva[ 14911.16.1)df any additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. I 14911.17 q.Series 2907 Model 2907 Single Hung Extruded iVinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II 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 i Other:See INST 149.11.17 for Design Pressure Ratings, FL14911 R7 AE Eva[ 14911.17.odf any 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 Fin Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.18.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 14911.18 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.18.1)df any 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 Fin Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R7 II Inst 14911.19.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, FL14911 R7 AE Eval 14911.19.1)df any additional use limitations, installation instructions and Created by Independent Third Party;Yes product particulars. 14911.20 t.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Nailing Fin I I I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDquZRj 59%2fDrx.... 8/17/2017 I Florida Building Code Online Page 5 of 5 i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.20.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon'F!Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ' Other:See INST 14911.20 for Design Pressure Ratings, FL14911 R7 AE Evali14911.20.odf any additional use limitations,installation instructions and Created by Independdnt Third Party:Yes product particulars. Go to Page 0 0 ® Page 1/20 0 Back Next _ I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:6501487-182 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 click here. . Product Approval Accepts: ® rMOM W Credit Card j Safe I " I l I i I i I i i http://wA w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx... 8/17/2017 RECE1V'lD AUG 1 '7 2017 I 'I ss�tat 2lsi-ar6rsrks3 d� ���i sift „ 1# '9V r lyiti'�►�'t +"'A!U�M�•LTaB.ifYffi4#�R}}s.fs5 tA1r�3 Mi�TF3�'35AKC�65t.!-�a,,�.t :..YJJE i.._ . ►nom.�+,�f�u. ,'� � ;, Tom. °aw�i-eY�'�isFls•��' t '2 ,I - + , 4 Fk, ate,�!SF9 F,,ereu ahL 1 r r.� . I NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI011096.01-R1 3737 Lakeport Boulevard Certification Date: 05/07/2012 Klamath Falls OR 97601 Expiration Date: 08/31/2019 �. � P Revision Date: 09/17/2015 � , cFR 4satrn��N `c Product: "Ener Saver/Contour" Opaque Wood-Ed a Steel Door w/or w/o Sidelites wood frame "Energyg ) Specification: TAS 201/202/203-94 The G°Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments XX O/S Opaque 6'8"x 892" +47/43 7.5 psf Yes CTLA 696WAICTLA 961W Double 10.0 psf* Max Panel Size: 3'0"x 890" wBump Face or high Dam Threshold Installation Details: S-2108-01 1-8 OXX/XXO O/S Doors-Opaque 796"x $92" +47/43 7.5 psf Doors-Yes CTLA 696WA/CTLA 961W Double w/Sidelite Sidelites-Glazed 10.0 psf* Sidelite-No Max Panel Size: 3'0"x 890" wBump Face or High Dam Threshold Sidelite DLO:7"x 61711(1/811 Tempered Glass) Installation Details: S-2108-01 1-8 OXXO O/S Doors-Opaque 8'11"x 892" +47/43 7.5 psf Doors-Yes CTLA 696WA/CTLA 961W Double w/Sidelites Sidelites-Glazed 10.0 psf* Sidelite-No Max Panel Size: 3'0"x 890" wBump Face or High Dam Threshold Sidelite DLO:7"x 697"(1/8"Tempered Glass) -Installation Details: S-2108-01-(1-8) *High Dam Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: N1011096-R1 4' 3737 Lakeport Boulevard Certification Date: 05/07/2012 Klamath Falls,OR 97601 Expiration Date: 08/31/2019 lV1►M 1 Revision Date: 09/17/2015 Product: "Energy Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) Specification: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to'the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X O/S Opaque 392"x $92" +50/-60 7.5 psf Yes CTLA 696WA/CTLA 961W Single Max Panel Size: 3'0"x 890" wBump Face Threshold Installation Details: S-2108-01 1-8 X O/S Opaque 3'2"x 892" +60/-60 10.0 psf Yes CTLA 696WA/CTLA 961W Single Max Panel Size: 310"x 810" w/High Dam Threshold Installation Details: S-2108-01 1-8 _bwlO O/S Door-Opaque 495"x 8'2" +50/-60 7.5 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 8'0"w/Bump Face Threshold Sidelite DLO:7"x 61711(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 OX/XO O/S Door-Opaque 4'5"x 81" +60/-60 10.0 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelite Sidelite-GlazedSidelite-No Max Panel Size: 3'0"x 8'0"w/High Dam Threshold - - - -Sidelite DLO:7"x 6'7"(1/8"Tempered Glass) -- — - -- — ---------- - -_--- --- Installation-Details;-.S-2108-01 1-8 OXO O/S Door-Opaque 5'10"x 892" +50/-60 7.5 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 810"wBump Face Threshold Sidelites DLO:7"x 617"(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 OXO O/S Door-Opaque 5'10"x 892" +60/-60 10.0 psf Door-Yes CTLA 696WA/CTLA 961W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 890"w/High Dam Threshold Sidelites DLO:7"x 617"(1/8"Tempered Glass) Installation Details: S-2108-01 1-8 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: 74.5°MAX. OA. FRAME WIDTH 70.25"MAX. OA FRAME WIDTH TFI,Br WEN@ Steel 675"TYP. 125" TYP. ,75°MULL 15.5'MAX. OA 36.625"MAX. O.A. TYP. BAR TYP. SIDELITE FRAME WIDTH %fflPANEL WIDTH 36'MAX. D.A. •875" 36'MAX O.A. 14'MAX. O.A. ENERGYSAVERICONTOUR8'0"WOOD EDGE OPAOUESTEEL OUTSWING W/ASTRAGAL PANEL WIDTH TYP, PANEL WIDTH PANEL WIDTH c IMPACT DOOR UN?S WITN&WITHOUT S/OEL/TES m � T GENERAL NOTES ® ® ® ® ® ® Z CC y 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING INACTIVE ACTIVE 96" 7.125"MAX. O _J nj CODE AND HIGH VELOCITY HURRICANE ZONE"HVHZ"REQUIREMENTS. O.A. D.L.O. W 96" z2 MAX, / 22 / W m 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WIDTH � LOADS TO THE STRUCTURE. MAX. 4 OA 43 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION O'PANEL HEIGHT•A' 79.125°35 PANEL 35 C -1 DRAWINGS.ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL HEIGHT MAX. M Off. DRESSING OR STUCCO. OA J 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 975° 97,5° D.L.O. 5. THIS PRODUCT YLO THE WATER REQUIREMENTS FOR "HVHZ"ZONES. SEE MAX. MAX, HEIGHT THE DESIGN PRESSURE CHART BELOW. OA. O.A. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE FRAME FRAME APPROVED IMPACT RESISTANT SHUTTERS. HEIGHT 34 HEIGHT % 3a 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 42 42 8.SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE 27 21 zo CONFIGURATION. U)CO 0 0 SINGLE OUTSMNG IMPACT o RESIDENTIAL INSULATED STEEL DOOR(Common to all frame condih'ons) UNIT(0X0) WZ NON-IMPACT ¢ G COMPONENT CONSTRUCTIONS: .625" 75' 625° SIDELITES VIEWED FROM EXTERIOR ya o Face sheets:24o. (0.020° minimum thickness, Galvanized Steel A-525 DOUBLE OUTSWING IMPACT UNIT(XX) wiz z commercial quality-AKOQ per ASTM 620 with average minimum yield 37.75'MAX. O.A. VIEWED FROM EXTERIOR 875• 107°MAX. OA FRAME WIDTH � o aaz r .125" .75"MULL. 15.5°MAX. O.A. ¢� ai v strength Fy(ove.)=30,627 psi. FRAME WIDTH TYP. BAR TYP. 11 ELITE FRAME WIDTH aoccS M Core design:Expandedpolystyrene with 1.0 to 1.25 lbs, cf density, b 36.625"MAX. OA o o co P / Y Y 36'MAX. OA. 36"MAX. OA. 14°MAX. OA 0Co JELD-WEN, INC. .875°TYP. PANEL WIDTH -{ cap 3 PANEL WIDTH PANEL WIDTH I PANEL WIDTH Door Panel Construction:The active and inactive panels are constructed from W/ASTRAGAL Fr�, 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° o wide x 1.0'high. The steel bottom rail measures 1.67'wide x 1,21'high. ® ® ® ® ® ® 7.125°MAX a The optional wood bottom rail measures 1.67°wide x 1.25"high. The INACTIVE ACTIVE sides of the face sheet are roll formed onto the LVL latch stile and 96" O.A. O.L.O. 5 & Ponderosa Pine hinge stile which measure 1.67"x 1.0", The interior cavity 22 MAX• 22 WIDTH is filled with polystyrene. The face sheets are glued to the polystyrene. 96'MAX. 4 O,A, 4 Fixed Lite Const.: The sash is constructed from 24GA. (0.020°min.) galvanized O.A. 35 PANEL 35 E EE steel, The edges of the face sheet are bent 90'over the polystyrene core PANEL HEIGHT 79.125" o�+ and glued to it. The sidelite panels are routed to receive the OOL Lip Lite HEIGHT MAX. N$w Frames or the optional Trinity Light Frames. (See sheet 7 for glazing 97.5° D.L.O. o details.) The lite frames ore wet glazed on the Interior and exterior. 97.5" MAX, Frame Construction: The frames are constructed from Ponderosa Pine jambs MAX. O.A. HEIGHT ao _ measuring 1.25"wide x 4,563"deep. The door-and sidelite head jambs are OA FRAME - Z 8 mortised and butt joined to the side jambs and attached-with (3) 16GA. 2"- FRAME - - _ -- - - HEIGHT -- - - _ _ _- _ _ _ _ R;m HEIGHT c - x 7/16°crown wire staples. The units use a high dam bump/ace Imperal 34 34 � 8 El ` threshold measuring 5.25"deep x 1.75'high or a standard bump face 42 4 0 0 8 az Pemko threshold measuring 4.041'deep x 1,0"high. The thresholds are g attached to the frames with (3) 16GA. 2°x 7/16"crown wire staples. 21 2t �0000 DOUBLE OUTSWING IMPACT n n m k rrl7 UNIT(OXXOj Vf/NON-IMPACT TABLE OF CONTENTS .625' K= ,75" .625° �� 0 SIDELITES VIEWED FROM EXTERIOR n N SHi# DESCRIPTION SINGLE OUTSWING IMPACT UNIT(X) pigltalyalgned6yNermaFbremP.E 11-15-01 wutrren 1 GENERAL NOTES AND TYPICAL ELEVATIONS VIEWED FROM EXTERIOR Re-reIamapp-Mg thlatlt TABLE 1: oate:2012.os.11110936-04W � �? O � Prepared SCALE: N.T.S. 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS P 3 HORIZONTAL CROSS SECTIONS DESIGN PRESSURE RATING-WHERE WATER W/BUMP FACE W/HIGH DAM � M.BY: WLN 4 INALTRATION REQUIREMENT IS NEEDED THRESHOLD THRESHOLD * * = HORIZONTAL CROSS SECTIONS AND NOTES Q 5 ANCHORING LOCATIONS AND DETAILS SINGLE DOOR UNIT(X,OX,X0,OXO) v T T cRx.Ett: RW 6 ANCHORING LOCATIONS AND DETAILS W/WO NON-IMPACT SIDELBTS +50 psf-60 psf +60 psf-60 psf ' 3 % 4r DRAWING NO.: 7 GLAZING DETAILS i��0� A g,ap•a',� ��� BUILDING DROPS, INC. S-2108-01 DOUBLE DOOR uNIT(XX,oXX,XXO,OXXO) �•' Ca 8 UNIT COMPONENTS W NON-IMPACT SIDEUfES +47 psf-43 psf +47 psf-43 psf t�rl'w. 7+ IA +�� Phone:407-644-6957 FBPE cmyF u n yv)�xesre Fax:407-644-2366 sNEt� 1 of 8 CONCRETE/ x{10 WOOD CONCRETE/ 110 WOOD � DESCRIPTION MATERIAL MASONRY 51 SCREWS MASONRY 51 SCREWS I DOOR STEEL FACE SHEET 24GA. 0.020"MIN. STEEL 1.50" BY OTHERS 1.50" BY OTHERS 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD MIN. MIN. 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD EMB. SEE NOTE 2 EMB. SEE NOTE 2 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD c MAX" 19 SHEET 1 19 SHEET 1 5 4"x 4"BUTT HINGE 12 o. BY HAGER E rn SHIM 20 SHIM 20 6 A19 X 1"PFH WOOD SCREW HINGE TO DOOR) STEEI 7 DOOR LATCH STILE LVL Imo ^ 2 44 8 OUTSWING EMKO BUMP FACE THRESHOLD 4,041 x 1" ALUMINUM Z M ca /// ��//j// / /• /.// 9 WOOD DOOR BOTTOM RAIL WOOD Z a a allo f0 COMPRESSION WEATHERSTRIP FOAM 1 1 r SEE DETAIL 7 SEE DETAIL 7 32 11 DOOR TOP RAIL LVL v 12 STEEL DOOR BOTTOM RAIL STEEL ON SHEEP 5 1 ON SHEET 5 "` 13 DOOR HINGE STILE WOOD 17 EE NOTE 6 ON 29 31 14 10 x 1 314'PFH WOOD SCREW STEEL a SHE. 4 SEE NOTE 3 0 15 LOCK BLOCK LVL 1 p SHL 4 16 3 16"ITW TAPCON ANCHOR W 1 1 4"MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. c( DENSITY BY JELD-WEN FOAM 1.75"MIN 1.75"MIN. 18 HIGH DAM BUMP THRESHOLD BY IMPERIAL ALUMINUM PANEL THK PANEL THK. 36 19 2x WOOD SUB BUCK WOOD 17 20 SHIM 0.25'MAX. THK. HIGH DENSITY PLASTIC OR GREATER - SEE NOTE 2 ON 21 KWIKSEI 400 SERIES KNOB STEEL �n 97.5" 96.0" SHL 4 23 38 22 KWIKSET 700 SERIES DEADBOL7 NOT SHOWN STEEL 3 Q z JNTERIOR hal '' EXTERIOR 23 8 x 1 112"PLASCREW ODL LITE FRAME STEEL 910 MAX. MAX. 24 8 x 2"PFH WOOD SCREW STEEL x y ?',',i+? O.A 37 0 t; v FRAME PANEL 25 8 x 2 1 2'PFH WOOD SCREW STEEL d o¢ E `'i 1 0.125"MIN. 26 10 x 1 PFH WOOD SCREW STEEL a HEIGHT s;;,}•. HEIGHT GLASS THK, 27 #10 x 2 PFH WOOD SCREW STEEL yo 28 MULLION CAP WOOD wiz �o INTERIOR EXTERIOR 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE 10 iti; 97.5" 96.0" 30 GLAZING COMPOUND QSD BY ODL SILICONE aozs 6o MAX, FOR OPTIONAL 31 BRAD TRIM NAIL 16GA x 3 4"LONG STEEL w o0 o N O.A. 3y 3 8"QUARTER ROUND SIDEUTE STOP WOOD �'�� � 3/16"ITW ` 33 O.A. 1/2"& 1"I.G. 3 16 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF TAPCO •'` HEIGHT SEE SHEET/�7 HEIGHT 34 SCHLAGE KNOB SET F51 STEEL o o a 18 12 35 SCHLAGE DE40BOLT 8360 NOT SHOWN STEEL 0 3 ZE g 36 SIDEUTE STEEL FACE SHEET 24GA 0.020"MIN. STEEL STEEL °• 3 37 1 8"TEMPERED GLASS BY PPG GLASS x \ 0.1 SEE NOTE 2 ON 5 & +• SHE 4 23 38 ODL LITE FRAME SG HP POLYPROP. THERMOFIL-P6-32FMO91 POLYPROP. 39 PRESSURE TREATED MULLION BAR (3Z4- x 4 9/1 6 x 97 1 2" P.T. WOOD • ^ y',,''•; .625" 38 40 1 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM ' 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL o v 1.25" I CONCRETE 42 YALE KNOB HERITAGE SERIES STEEL N g w 1.75" 2.5"MIN.-^I / 36 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL w w MIN. MIN. EDGE DIST. MASONRY o EMB. BY OTHERS VERT44 SIDEUTE FRAME HEAD, SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOOD ICAL 29 - I-- -- WITH-HIGH EE NOTE 6 ON 17 CROSS SECTION DAM-THRESHOLD - - __ __ ___SHL_4 _- ;{' �' 45 LITE-FRAME BY TRINITY-FOR 112"I.C.U.- - POLYPROP. 32 -46 —1121-INSULATED-TEMPERED-GLASS-BKiRINITY AMPAC__-___ _-___ GLASS _ _ z m 3/16"ITW i 6 47 LITE FRAME Y TRINITY FOR 1"GLASS POLYPROP. 8 3/16"ITW 7APCON SEE 48 1"INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS o c o z 16 .,;',r; 49 LITE FRAME SCREW 6 x 1 112-LONG PANHFAD BY TRINITY STEEL TAPCON SEE DETAIL 7 NOTE 3 50 GLAZING COMPOUND DOW 1199 SILICONE ON SHEET 5 ' ON S . 4o 0 0 0 8 51 10 WOOD INSTALLATION SCREW W 1.50 MIN. EMBEDMENT STEEL 31 52 DOOR LATCH STRIKE PLATE STEEL o ^ 44 \.� DOOR LATCH DEAD BOLT STRIKE PLATE STEEL �. L; -iL: .625" O " ' . :. •'• CONCRETE Prepared By: SME: N.T.S. 1.25" CONCRETE 1'25" 1.75" 2.5"MIN. MASONRY MIN. 2.5"MIN.�I MASONRY/ BY OTHERS EDGE DIST. MIN. MIN. EDGE DIST, o T T r CHK.BY. RW EMB. BY OTHERS EMB. p tv orsawiNc No.: �Al VERTICAL CROSS SECTION t B� VERTICAL CROSS SECTION moi/ o, •3 � ���� BUILDING DROPS, INC. S-2108-01 2 AT SIDELITE SASH +ra .10 i� va�� Phone: 407-644-6957 WITH STANDARD BUMP FACE THRESHOLD raPe n e Sze„e Fox: 407-644-2366 SHEEP 2 OF 8 I - I SEE NOTE 2 19 20 4 52 7 1 15SEE NOTE 2 SHEET 1 214234 13 6 5 6 3 20 19 SHEET 1 SEE NOTE 7 0 SEE NOTE 4 27 ON SHE 4 C ON SHT. 4 25 EXTERIOR EXTERIOR In •- C1 0 <° 1.75"MIN. N PANEL THK. n n e °' ° IN7 ROR I TE I R ° Zoh ao �\\ 51 10 1 17 17 1 10 51 /�� ° " � a •. SEE DETAIL 5e° CONCRETE/EE N ON SHEET 5 SON SHEET 5 MASONRY `IL 5 ''�i i y ;A•;•• °• ° BY OTHERSo " a a CCl HORIZONTAL CROSS SECTION a ~o HORIZONTAL CROSS SECTION 0,2SHI�. LATCH JAMB TO BUCK 0.25"MAX HINGE JAMB TO BUCK a m 1.50"MIN. SHIM o o CONCRETE/ EMBED. 1 EMBED50 IN. o y _ MASONRY BY OTHERS o ao SEE NOTE 1 263 ON SHT 4 40 ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) a 3 0 17 1 7 40 52 7 1 15 21 42 34 EXTERIOR 0.31"DIA x 9.0"LG. AT TOP & BOTTOM g INACTIVE EXTERIOR EE ACTIVE o I• N N W SEE NOTE 26 1 SHT. 4 zo - - ._;. — -- - -- -- _..•-- - - --- - - - INTERIOR - - - -- -- - --- -- m - - 1 �� 1.75"MIN ASTRAGAL TO Sp SL10 E ATTACHMENT =0 0 0 0 PANEL THK NOTE: ITEM 24 NOT SHOWN THIS o \ VIEW FOR CLANMI11111,y, n INTERIOR ����� ES F• O����i �v�N.- DA SEE NOTE 4 24 LEON E DTTHIS AIL 7 10 1 17 7•`,OC) Prepared By: SCALE: N.T.S. ON SHT. 4 SHEET '* , ? *_ DWG.BY; WLN CHK.BY. RW E HORIZONTAL CROSS SECTION ��O ' P,: ��- DRAWING Na.: AT IMPERIAL ASTRAGAL 'i c o, � ��`� BUILDING DROPS, INC. 5-2108-01 1 K9 AVE Phone:407-644-6957 ` p �� t� aeac py u n ya`29579 Fax: 407-644-2366 SHEET 3 of 8 37 SEE NOTE 4 24 44 28 31 4 52 7 1 15 21 4234 13 6 5 6 3 28 31 44 14 SEE NOTE 7 ON SHE. 4 ON SHE. 4 32 EXTERIOR 36 17 SEE NOTE 3 ON SHE 4 31 IOR 1.75"MIN. Zcc C:I Ln vi M PANEL THK. 3 O -A Of C M q TRIO FOR OPTIONAL . INTERIO 1/2"& 1"I.G. 36 10 ��� SEE NOTE 2 23 SEE SHEET#7 10 SEE NOTE 5 4 ON SHT. 4 � \\ SEE NOTE 5 ON SHT29 . 25 �� �� z o" SEE NOTE 6 29 �� �� 25 1 17 17 1 �� �� SEE NOTE 6 ON SHT. 4 Z ON SHT. 4 ON SHT. 4 7 N SEE DETAIL 5 SEE DETAIL 5 0"� N ON SHEET 5 FOR OPTIONAL o 0.75" 39 ON SHEEP 5 39 0.75° 1/2°& 1"I.G. o 00 HORIZONTAL CROSS SECTION G HORIZONTAL CROSS SECTION SEE SHEET#7 AT SIDELITE TO LATCH JAMB AT SIDELITE TO HINGE JAMB a�z7a #10 WOOD moo oti tS 51 SCREWS o NOTES: CONCRETE/ SEE NOTE 2 SEE NOTE 3 0 1. SPACING FOR ITEM #26 THE#10 x 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 19 SHEET 1 31 ON SHT. 4 37 0 00 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 20 4 0.13"MIN. FOR OPTIONAL a $ 2 .SPACING FOR ITEM #23 THE#8 x 1 1/2"PLASCREW IS AS FOLLOWS: 32 36 38 GLASS THK. i/2"& 1"I.G. OL TOP & BOTTOM. HORIZONTALLY SIDELITE PANEL: 3.0"IN FROM EACH CORNER. - ON THE SIDES. VERTICALLY FOR THE SIDELITE PANELS: 3.0; 13.5', 24.5", 36.0", 46.0, 57.5' 68.5"& 79.0". "p SEE SHEET#7 3. SPACING FOR ITEM#31 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELTTE AND THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY; 1.25"IN FROM EACH CORNER WITH (1) NAIL MID-SPAN, \ EXTERIOR ON THE SIDES VERTICALLY: 1.25"FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A #8 x 2 1/2"PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB-AT THE MULLION USE ITEM#24, A-#8 x 2" a - -PFH-WOOD-SCREW.---- -- _-- - - -- ---- --- -- — - — - -- \� INTERIOR __ _o z m - 5. SPACING FOR ITEM #25 THE#8 x 2 1/2"PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, E3 IS AS FOLLOWS: 6.0"FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FIELD, ° .• �� 0 0 0 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM #29 SILICONE CAULK ON THREE SIDES AND `a• 3/8"QUARTER ROUNDS SECURED WITH ITEM #31 BRAD TRIM NAILS x 3/4"LONG. o' SEE NOTE 2 23 a^o 0 0 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #27, A #10 x 2"PFH SCREW. WHEN ATTACHING a, \ l ON SHE 4 HORIZONTAL CROSS SECTION ", ^ THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #14, A #10 x 1 3/4"PFH WOOD SCREW. � SEE NOTE 6 TifSIP&PTE TO BUCK e B. SPACING FOR ITEM #49 THE#6 x 1 1/2"PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: °e \ 29 ON SHT. 4 ����� �S F. O SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY,• 5.63", 14.5", 23.25", 32.06", 41", 49.75", 58.56, 67.38"& 11-15-01 76.31 e; SEE DETAIL 5 �/ A SIDELITE LITEFRAME TOP & BOTTOM FROM THE LEFT; 3.13"& 6.88". ON SHEET 5 Prepared By: SCAM N.T.S. 9. USE REM#51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTALLING INTO '* . 7 Y • ° a � Gwo. er: WLN 0.25"MAX. MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS, = o T T a' CHK.BY. RW 1.50"MIN. SHIM ��P� P•r��` DRAWING NO.: EMBED. �ro" •6,Nn3� BUILDING DROPS, INC. S-2108-01 III - � Phone:407-644-6957 reaE ny u n yia ze578 Fax: 407-644-2366 SHEET_L OF 8 WIDTH 74.50"MAX. O,A. FRAME ON TH SASHT, 70.25"MAX. O.A. FRAME WIDTH SEE SIO--- .. ----�•7ti1 0 IL 2 `J O rn SEE DETAILTHIS 4 4.50"TYP. 9:'Do 00" ON THIS SHT. -�{ m � �- 00" ISZ 9.00"iYP. 12.50" 6 .p0" TYP. z m M �OPI : 58 00"TYP. nP 3.op"TYPI SEE DETAIL 4 Z a Q 00"TYP. L 6,00"TYPI I I I I I 8.125" ON THIS SHE. 6.00"TY —I 1 1 I III I— 8.125" — — — 'T�, � — 51 — �— I �• � M � a 51 51 TYP, 6 TYP. 25.94" 6 SEE NOTE 5 25.94" SPACES ON SHEET 4 SPACES ® 14 25" ® ACES — yj SEE DETAIL 6 - SEE DETAIL 5 ON THIS SHT. /- ON THIS SHT. 9MAX. — 25 z c 97.50" / ji MAX. \ 24.00" O.A. �- TYP, 24.00" :,=2, N O.A. — — FRAMEx z H�EIAGFIT 12.0. 0.1 EP2.00- ME oaz = IL 26.00" 26.00" 36.625" — — — — w o C:) N 36.63" I 16 �o 16 Y L Vt IYP. TYP. — — ❑o�°a o 3' a a �-3 I I— 3.00"NYP—I �-- 00"TYP. 5 o is 6 00 7II -� —7,00 TYP. --1 1EYP." 3.00"iYP� .00"TYP. U U m fa m 15"MIN. o C-SINK. N N SEE DETAIL 3 ON THIS SHT. o SINGLE-DOOR WITH-SIDELITES ANCHOR LOCATIONS_ o N - ---- - - --- DOUBLE-DOOR-WITHOUT-SIDELITES ANCHOR LOCATIONS -=—__ _ __ —__ _ __ _ _ _ __ VIEWED FROM INTERIOR VIEWED FROM INTERIOR -- 165125e8 25 16 53 53 SEE NOTE 10 S SEE NOTE ON SHEET 4 7427 U--2 7 SHEET 4 \ PETAL 741 • �, SF II,�'¢p�NTERSINK FOR INSTALLATION ANCHORS O 6 • 12" 24 12" I 24 25 'S� � DAtE: i l-15-01 41 • • 6 I SEE NOTE _ Prepared By: SCALE: N.T.S. _ ? \ 4 SHEET 4 * 7 * Dwo.BY: WLN o T T ? Q CHK.BY: RW i DRAWING NO.: 52 52 i��T em¢ 91 � �� BUILDING DROPS, INC. DETAIL 2 - ® HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 aaDA •i.ua s �j� �� 5-2108-01 (a�,�r. �Zq� Phone: 407-644-6957 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES 70 JAMB& DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB � 4,4% ��2957e Fax:407-644-2366 sHEEr 5 or: 8 O 107.00"MAX. O.A. FRAME WIDTH gi m 37.75°MAX. OA. . m BL FRAME WIDTH SEE DETAIL 2 Z ON SHEEP 5 W W 4.50"TIP7— r.O 15.42"TYP. ONE HEETL54 A Q a 30.TYP. . 15.42" TYP. p . -6.00"TYP. 00" -�TYP" . 00"TYP. L L �nP� L SEE DETAIL 4 M a 6.00"TYP. I I I I I I I I I I 1 I I I I 8.125" 6.00"TYP. 6.00"TYP. 8.125" ON SHEET 5 '"T �lE- EI - P,. 51 51 51 6 - TYR TYP. - 25.94" 6 7 TYR 25.94" SPACES 25 SEE NOTE 5zoSPACES SPACES 14.25" _ ON SHEET 4 _ ® 14.25" ® 12.21" O xN O 97.50" SEE ON HEETL55 9M " SEE DETAIL 6 - of nU¢ o MAX, ON SHEET 5 OA - - \ - 24.00" OA. 24.00" w o Z c�o FRAME 7� 25 FRAME -� 1 va z } §o HEIGHT 12.00' HEIGHT 12.00" - - ¢a m i 000 �+ z _ - - U,o Ln ¢ IZE0 26,00" IT 26.00" o o h 36.625" TYP. I 36.625" - 16 - I a BI BI L TYP. L 5 I frl 1 , I I E2 3.00"TYP.-A �-- I 3.00"Ty" I-} 00"M. .00 8.58"� N 3.00"TYP�1 7.00" Ty . I �j 00"TYP. S TYP• TYP. o ONE HEETL53 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR w DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR I ' o i� F. ��� DATE: 11-15-01 Prepared By; SCALE: N.T.S. owa.BY. WLN -o T T = Q CHK.BY: RW BUILDING DROPS, INC. A r.MO. a �� �` 5-2108-01 DRAWING N6.. �a��v. A. �� Phone:407-644-6957 reaE cEq.J7 u n .29578 Fax: 407-644-2366 SHEEr 6 OF 8 50 30 37 0 � cn EXTERIOR 30 0.13"MIN. ti m o n TEMP. GLASS Z 2 uS M THICKNESS gg W W ►Qi Cal �C T ogv�i M 7 M Y a 50 INTERIOR 5" GLASS BITE 50 PLCS 30 50 46 50 30 38 23 SEE NOTE 42 cn° EXTERIOR co Q GLAZING DETAIL OOL LITE FRAME 0.50"MIN. 0.125"TEMP, 0.25"AIR 38 SINGLE PANE 1/8"TEMPERED GLASS is GLASS THK. GLASS SPACE c a a HP POLYPROPYLENE iHERMORL-P6-30FMO391 ca a z m 0.125 TEMP. wo� .25'x .50" GLASS co 0 3 INTERIOR INTERCEPT Ad o TYP 8 5" BITE SS STEEL SPACER oo �a 30 PLCS. SEE NOTE 8 a a 50 50 48 50 45 49 50 ON SHE. 4 5 � EXTERIOR0.125"TEMP. 45 GLAZING DETAIL TRINITY LITE FRAME o GLASS 112"INSULATED TEMPERED GLASS a LUPOY EU-5007 • ,... 1.00"MIN. 0.75' --GLASS-iHK. _-75'AIR SPACE 0.125"TEMP. o INTERIOR 75"x 50"INTERCEPT GLASS 5' GLASS STEEL SPACER o s o 0 50 47 4g ITE SEE NOTE B ON 50 �P� �S F. ���i, o�O SHE 4 �� DATE: 11-15-01 `Z. O 7 Prepared By: SCALE: N.T.S. GLAZING DETAIL TRINITY LITE FRAME _* . * DWG. BY: WLN CHK.BY: RW 1"INSULATED TEMPERED GLASS to . LUPOY EU-5007 O P;' 4 DRAWING NG.: ga ' BUILDING DROPS, INC. . A . ..'7J �� �� S-2108-01 A ` Phone: 407-644-6957 FBPE q n y9.26578 Fax:407-644-2366 SHEET 7 OF 8 1.67" 1.67 1.67" 1.67" 4.56 2.19- X 0.75 1.25" 1.00" 1.00" 1.00" 1.25" o 0.50, i -J cd cc 0 Ln O WOOD BOTTOM RAIL WOOD HINGE STILE LVL LATCH STILE LVL TOP RAI WOOD JAMB Er ce�t, @ (D FINGER JOINTED cq PONDEROSA PINE Coao cg E& u-, 1.67" 0.51' 1.01" 0.13" oZ 1.65" 0.53 T-Fo ...... ....... --T ....... ...... 1.21" 0.38" 0.5 1.54" 1.54" 1.59" 0.831" -T T-- ---f 0.53. 0.14 1.75- 1.75 1.75' 2.52" 2,62" is 2.52" I in-co =3 XV) DOOR BOTTOM RAI CORNER BLOCK FOR COMPRESSION WEATHERSRTI a. 12 24CA (.020') STEEL 33 STEEL BOTTOM RAI SCHLEGEL Q-LON QDS 650 @WL0�POLYPROP�, 47 38 c� Ng MOF x 3.0"LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIALS �!R 1.50" 1APPROVED UNDER NDA-J07-0828.01. JAPPROVED UNDER VQLLQZ---Q828.OIj JAPPROVED UNDER jNnA #10-1209.01 wiz o 1.25" m 0.38" 0,62" T- 1 O�18"QUARTER ROUND o T- 6 d 0 1.75" 1.05 SIDELITE STOP2.04" 0 0, 1.75" 0 2.50" PINE of ASTRAGAL HAS TWO .312" 0 L 4-D 0 0 Q. DIA. x 9"LONG BOLTS, 3.25" - 2.00" 1,38- 0 O I U 1,02" 1 ON TOP, I ON BOTTOM 0 5.25" - 0.10 4.00" ASTRAGAL (IMPERIAL) ASTRAGAL STRIKE PLA OUTSWING HIGH DAM PUMP FACE THRESHOLD MULLION CA HAGER STEEL BUTT HINGE52 6063-T6 ALUMINUM 0(IMPERIAL 0.125'STEEL) 18 0.051"THK. WALL ALUMINUM BY IMPERIAL PINE (97.5V LONG) 4"x 4"x .097"THK. STEEL WITH WOOD INSERT 18" .71 --- 1.00 0.58" -T--T DA. VARIES WITH HARDWARE USED 4.04" I FO OUTSWING STA NDARD BUMP FACE THRESHOL O k�MDFV'Alk4l UM - BY PEMKO 4.00" 1pn%, I 5�........ ... .I "I 11-15-01 ZD i. .0 once:S Prepared By SCALE: N.T.S. 7 Z DWG.BY: WLN -10 RW CHK.BY.- ;3 41i 1Z 0- DRAWING NO.: WOOD LOCK BLOC A .3. BUILDING DROPS, INC. S-2108-01 A Phone:407-644-6957 LVL x 1.71"THK. Fax: 407-644-2366 FBPE 174Fjv.. 578 SHEEr 8 OF