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HomeMy WebLinkAboutProduct Approval 11/4/2019 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search Product Approval --)USER:Public User �f > > >Application Detail FL# FL20867-R1 Application Type AffirmationCode Version 2017 COP" F"ILE Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253)875-7300 andrewn@trinityglass.com Authorized Signature Andrew Na andrewn@trinityglass.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 11/4/2019 Florida Building Code Online Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/10/2017 Date Pending FBC Approval Date Approved 10/15/2017 Summary of Products FL# Model,Number or Name Description 20867.1 a. Fiberglass Door 6-8 Glazed"Impact"Fiberglass Door-Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E. #73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions,FL-20867.1,and Evaluation Report,PER4418,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. 20867.2 b. Fiberglass Door 6-8 Opaque"Impact"Fiberglass Door-Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions,FL-20867.2,and Evaluation Report,PER4419,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. 20867.3 c. Fiberglass Door 6-8 Glazed"Non-Impact"Fiberglass Door-Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E. #73778 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions,FL-20867.3,and Evaluation Report,PER4420,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. 20867.4 d. Fiberglass Door 6-8 Opaque"Non-Impact"Fiberglass Door-Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E. #73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions,FL-20867.4,and Evaluation Report,PER4421,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. 20867.5 e. Fiberglass Door 8-0 Glazed"Non-Impact"Fiberglass Door-Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E. #73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions,FL-20867.5,and Evaluation Report,PER4422,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. 11/4/2019 Florida Building Code Online 20867.6 f. Fiberglass Door 8-0 Opaque"Non-Impact"Fiberglass Door-Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E.#73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions,FL-20867.6,and Evaluation Report,PER4423,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.COQyriaht 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 0n 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: Safe i BUILDING DROPS 398 E Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Of Trinity Glass International (Impact) for Florida Product Approval Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Exterior Door Sub —Category: Swinging Exterior Door Assemblies Product: Glazed Fiberglass Door Outswing Material: Fiberglass Product Dimensions: See Installation Instructions,FL-20867.1 Prepared For: \\`�tjJ1i, 1,1,1,,�� Prepared by: .���ES F. NO��%� Florida Professional Enineer#73778 O go. 73778 Date: 07/25/2016 -- STATE OF - X 44/ Contents: i )30-- _FCORIDP,� 4u Evaluation Report Pages 1 —4 `-. G Digitally signed b Hermes F.No S • ••� 9 Y 9 Y rero,P.E. / / •- •••� O \ Reason:I am approving this document //, NAL \\\ Date:2016.082614:47:07-04'00' Hermesrit!Nbl��M, P.E. Florida No.73778 i� BUILDING DROPS Date: 07/25/2016 A Perfect Solution in Every Drop Report No: 4418 Certificate of Authorization:29578 Manufacturer: Trinity Glass International Product Category: Exterior Door Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name: Glazed Fiberglass Door Outswing (Impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for Trinity Glass International based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions FL-20867.1,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing FL-20867.1 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions FL-20867.1 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS 5/2016 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 4 444188 Quality Assurance: The manufacturer has demonstrated compliance in Accordance with the Florida Building Code and Florida Product Approval system for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation Management Institute. (FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM 283-04 • ASTM E330-02 • ASTM E331-00 • AAMA 1304-02 Referenced Data: 1. Product Testing performed by Architectural Testing,Inc. (FBC Organization#TST1910) Report#: F5877.01-109-18, Report Date:04/12/2016 Report#: F7081.01-109-18, Report Date:05/12/2016 Report#: F8603.01-109-18, Report Date:05/27/2016 Report#: B5950.01-106-18, Report Date:08/29/2012 Report#: C3995.01-106-18, Report Date: 12/10/2012 Report#: D8467.01-106-18, Report Date:01/23/2015 Report#: D8467.02-106-18, Report Date:01/23/2015 2. Product Testing performed by Testing Evaluation Laboratories,Inc. (FBC Organization#TST4317) Report#:TEL 06-0918-1, Report Date: 10/10/2006 Report#:TEL 01370051, Report Date: 10/01/2008 Report#:TEL 01370210, Report Date: 12/21/2009 Report#:TEL 01470437, Report Date: 11/30/2011 Report#:TEL 04251336, Report Date:05/05/2015 Report#:TEL 01370079, Report Date: 12/05/2008 Report#:TEL 02010411, Report Date: 10/11/2011 Report#:TEL 02010412, Report Date: 10/11/2011 Report#:TEL 08-01370020, Report Date:06/10/2008 3. Product Testing performed by ETC Laboratories (FBC Organization#TST2411) Report#: ETC-05-781-16179.0, Report Date: 12/21/2005 Report#: ETC-05-781-16208.0, Report Date: 12/21/2005 Report#: ETC-05-781-17122.0, Report Date: 10/19/2005 Report#: ETC-05-756-10828.0, Report Date: 12/31/2001 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS 016 A Perfect Solution in Every Drop Date: 0 Report No:o: 44 44188 Certificate of Authorization:29578 Installation: Refer to Installation Instructions (FL-20867.1)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(FL-20867.1)for design pressures based on size, configuration, and glass types. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Trinity Glass International TAINI YGLA5NATLONAL IST WAY NSTALLATION NOTES: 33e5 LST WAY 5 FEDERAL WAY,WA 90003 ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR PH:(273)8797300 LOCATION SHOWN. GLAZED FIBERGLASS DOOR ° M v ?. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE 1 MPA C T O UTS WII VG MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT lb INSTALLATION OF THE MAXIMUM SIZE LISTED. F j M I. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE F C OFt112INCH(I.E.,WITHOUT CONSIDERATION OF TOLERANCES), TO ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES: r`G Q w ANCHOR TO THE NEXT, W 5. m W n 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND Z cC H¢m v I. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA W ¢ BEARING SHIM(S),MAXIMUM ALLOWABLE SHIM STACK TO BE 114BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN TABLE OF CONTENTS awc g o Z INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: SHEET#j DESCRIPTION W a aD E SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR • TAS 201-94 BETTER. TAB 202-94 1 General notesTAB d d • ASTME i. THROUGH FRAME:FOR INSTALLATION INTO 2X WOOD FRAMING USE • ASTM E28383 2 T-04 ical elevations,design pressures MINIMUM#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 • ASTM E330-02 3 Typical elevations,design pressures Q 112"MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.MINIMUM EDGE • ASTM E331-00 4 Typical elevations,design pressures DISTANCE OF 3/4"SHALL BE MAINTAINED. • AAMA 1304-02 m i. THROUGH FRAME:FOR INSTALLATION INTO CONCRETEIMASONRY, 2. ADEQUACY OF THE EXISTING STRUCTURAL 5 Tical elevations,design pressures USE 114"ITW TAPCONS OR 114"ELCO ULTRACONS OR 3/16"ITW CONCRETEIMASONRY AND 2X FRAMING AS A MAIN WIND 6 Door panel construction details TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 114"MINIMUM FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 7 Sidelite anal construction details z EMBEDMENT INTO CONCRETEIMASONRY, TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 8 Glazing detalls MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. Z 9 Vertical cross sections Z FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO.FOAM,BRICK VENEER,AND SIDING, 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 10 Vertical cross sections H ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE I, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 11 Horizontal cross sections MADE OF CORROSION RESISTANT MATERIAL OR HAVE A RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF12 Horizontal cross sections LL) vvi CORROSION RESISTANT COATING. RECORD FOR THE PROJECT OF INSTALLATION. 13 Horizontal cross sections 3. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 14 Vertical&Horizontal cross sections INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 15 Horizontal cross sections JOINT INTO FACE SHELL OF BLOCK, FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 16 Buck&Frame anchorin ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC C) 0. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 17 Buck anchoring Z WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AREAS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 18 Frame anchoring STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED19 Frame anchoring �\\\ * LI a947�Zi eo z V THE ANCHOR MANUFACTURER. FOR THIS PRODUCT. �� ; 1. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 6. FRAME&MULLION MATERIAL:WOOD OR PVC 20 Frame anchoring O;71A LL A ' BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING 21 Buck anchoring 2:.� O o Z c3 Lu PROPERTIES: 7. CLADDING MATERIAL:FIBERGLASS 22 Frame anchorin LL: ; r-* A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0,55. g U) V B.CONCRETE-MINIMUM 3000 PSI COMPRESSIVE STRENGTH 23 Frame anchoring y �j Z :,� , sit C.HOLLOW/GROUT FILLED CMU-STRENGTH CONFORMANCE TO �i ••., ASTM 090,MIN,F'm=2000 PSI. 24 Buck anchoring , d�y. ;,••o� 25 Frame anchoring �.,� *pR \�'M 26 Components r II Z 27 Components 'v m V) m Z J � Y u- ¢Z 28 Components o 0 0 = N z 29 Bill of materials DWG#: Digitally signed by Hermes F.Norero,P.E. FL-20867.1 Reason:I am approving this document SHEET: q OF zA 37.50"MAX,O.A. 37,50"MAX.O.A. FRAME WIDTH FRAME WIDTH 1 / i .S 7RINZ7Y GLa5ISr AYNaTiONaL 2 3 (\—' n 3J6535t,WA '� 1 PEOERai.WAY,Wa 489D3 9 9 PH:(253)575.7300 U� N N Z O >m h O tl3 �co� 1 ✓�fl 9a °''r= � i 3 = 1 �w w w 1 w 1 X � du�c Z 1 s �+ awe m o X O 1 O 1 0 O 1 0 2 2 13 c 13to co Z �f z H � > � w w 3 3 9 9 zz DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE ?? *o MAXX. DESIGN PRESSURE(PSF) a ° ` FRAME LITE N E o .�z N DIMENSION TYPE POSITIVE NEGATIVE , �3'' .... '' RECTANGULAR +60.0 -60.0 W T t 7 til 37.50"X 68.50" Q z j ''u. u z OVAL +75.0 -75.0 o r S p V DWG#: FL-20867.1 SHEET: 2 OF 2Q 74.75"MAX.O.A. 112.00"MAX.O.A. FRAME WIDTH FRAME WIDTH "I' 1 2 3 1 2 4 1 2 3 1 2 4 9 9 14 10 10 1 1 2 14 0 10 1 TRINITY&LASS INTERNATIONAL 3367 IST WAY S MERAL WAY,WA 98003 t� PH:(253)8757300 O W C m Y QIwo 11 �31 ¢ W2m gym Q N p Z 13 w do¢ ' Lu41) Lu a mwp X2 O 2 w �( 1 a m 1 O /\ 2 O 11 4 1 4 2 p 3 2 1 m 1 1 c Lq co z f-4 z M LuV W p 3 3 3 9 9 3 1 CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL z 41, MAX. ``����O * b��4V'S CONFIGURATION FRAME DESIGN PRESSURE(PSF) Q JAMB$MULLION TYPE 2 ��' 0 0 DIMENSION POSITIVE NEGATIVE u z..t-- w Lu *a 01s WOOD +60.0 -70.0 `% 6 Pt�, OX/XO 74.75"X 80.50" y�y•.>z (un) PVC +55.0 -55.0 WOOD +55.0 -55.0 '�ti *PFtO``� OXO 112.00"X 80.50" PVC +55.0 •55.0 m m z o� 32 =2 c z o p v IV) DWG#: FL-20867.1 SHEET: 3 OF 29 75.50"MAX.O.A. 113.50"MAX.O.A. FRAME WIDTH FRAME WIDTH --.75"MULLION LT c A- A- .75"MULLION �'' 37.50"MAX. 37.25"MAX. 37.50"MAX. 37.25"MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH TRINITY GLASS INTERNATIONAL r33641ST WAY 5 1 2 3 1 2 4 1 2 3 1 2 Q FEDERAL WAY,WA 98003 9 9 4 0 1 1 9 9 4 1 1 1 PH;(293)875-7300 Q w < Z#g Z N �M �° >W °(�_ oG 'u oz°• 'omQ g 49 1 a o Lu -3"c = 1 a Sulo 0 Lu w 2 a X O 4 O 1 O O 4 O 1 T m 11 O 1 1 O 2 V7 3 2 1 Z co 1 1 1 O o 4 UJ Lu oMAX 0q, CONFIGURATION FRAME DESIGN PRESSURE(PSF) ::y� o s JAMB&MULLION TYPE LL :z M W DIMENSION w (' )' o ,i.s POSITIVE NEGATIVE WOOD +60.0 -70.0 ,0�• `L OX/XO 75.50"X 80.50" PVC +55.0 -55.0 `` 0 40 -55. m m OXO 113.50"X 80.50" WOOD +55. ¢ � Y PVC +55.0 -55.0 �a o lu= N z DWG#; FL-20867.1 SHEET, 4 OF 29 150.00" MAX.O.A.FRAME WIDTH 74.00"MAX.FRAME WIDTH TRINITY GLASS INTERNATIONAL 33691ST WAY S 75"MULLION FEDERAL WAY,WA 98003 PH:(253)875-7300 74.00"MAX.O.A. 37.25"MAX.FRAME WIDTH o m FRAME WIDTH 0 < u#S S 1 2 3 1 2 3 1 2 4 Z d .0 �W �u la_ ii a W Q¢= LL d we LUZ ? tbmawo co n ipa Q W WS¢ &m Lu 2 a = 1 0 w LL �/ . O 0 X O 3 /� j if) m 1 O O 1 4 Z Lo 32OZ 1 H m LI- 1� � [Y 3 3 3 z 9 9 U. MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) 2 Z�M CONFIGURATION FRAME ALUMINUM ASTRAGAL PVC ASTRAGAL LL :Lu O n DIMENSIONPOSITIVE NEGATIVE POSITIVE NEGATIVE N J Q y ;'�Z 55.0 - 55.0 +47.0 -47.0 XX 74.00"X 80.50" + ���'iy OXXO 150.00"X 80.50" +55.0 -55.0 1 +47.0 -47.0 1o T 00 m N Q^ iJ td -j o o Imi DWG#; FL-20867.1 SHEET: 5 OF 29 I LVL STILEG�G=3 FIBERGLASS SKINSEE SHT 8 PVC STILE CAP � . 1.58" 2.38" 1.58" I h:I- I A: u 1 A: FOAM CORE INTERIOR 17" .,1\f', :rti. l TfiINITY 6LA5I INTERNATIONAL ;:;'•'i.,ti;�:ti��:'.• � :k.:��i � 33691ST WAYS 1.22" '' i;:..:t' ` ;+: ij 1.Z2" 1.56" FEb'RAL WAY.WA 99003 ci': ;: + .:e"•'S' et'',?`%« 1.57•. •'• r,,t 5, ..,'. ::p%:.:j• ,.C, PH;(203)679-7300 .10" EXTERIOR 19„ POC RAIL $ a # SEE DETAIL 2 LVL LOCK BLOCK 1.25" w z .31" PVC STILE CAP LVL STILE N Z C d m J �1 HORIZONTAL CROSS SECTION 4.14" ''^',;;; t:% •. r o n9,0 oOc 6 2 38" FOAM CORE '�i ' ''' FIBERGLASS o o v m f} / SKIN 0� m z c m 35.75 .i•i:w .j o - ¢ 35.75 ±' m w �� PANEL WIDTH PANEL WIDTH LVL LOCK "'''"^' z ix 21"D.L.O. 15.50"D.L.O. BLOCK 11t''�w.t a"+ w�]m 5.66" i 16.75" 5.50" T m INTERIOR O z 6 = o X SEE SHT 8 6 w- EXTERIOR cm SEE DETAIL 1 0 = SEEn w M DETAIL 1 DETAIL 1 LU o 0 03 FIBERGLASS YARN n o = REINFORCEMENT 4 4 <:PL C: Ciz / �Q 0... FIBERGLASS SKIN r r/;�5;)�Jx:,'t G •'�� o 10.5" r 0.6 . on "3 DETAIL 2 =?�e A.A'' ;w BOTTOM : y;U��z° o RAIL PVC �y �.' LOCKSET HARDWARE 1.35" '�.d�•"" "' F ` MANUFACTURER MODEL ��y * 8.1" 6.2" LOCK 6 DEADBOLT COMBO m (m L n 2 KWIKSET v vi _ 2 SIGNATURE SERIES 991 ¢ z x� ¢z 6 7 LOCK 8 DEADBOLT COMBO 0110 v N z KWIKSET ,LAZED DOOR 11 GLAZED DOOR SIGNATURE SERIES 980 2 VERTICAL CROSS SECTION DWG#; F+ FIBERGLASS SKIN:0.079"THICK MIN. FIBERGLASS SKIN:0.079"THICK MIN. DEADBOLT: 160 SERIES 6 FL-20867.1 FOAM CORE:POLYURETHANE SCHLAGE FOAM CORE:POLYURETHANESHEET: 6 OF 29 FIBERGLASS SKIN Gi G2 G3 G .78" SEE SHT 8 N T F -4 A I-j.1 FOAM CORE INTERIOR 78" 1.57" TRINITY GLASS INTE4NARDNAL T- 033651ST WAYS 1.57" LVL TOP RAIL FEDERAL WAY,WA 98003 f • 1.57" PH:293)8T5-7300 1.25" STILE SEE DETAIL 1 J EXTERIOR LVL STILE V)Lb R Z S FIBERGLASS SKIN vl 20 vim HORIZONTAL CROSS SECTION 2"Ls 6 35.65" FOAM CORE—,, , uj z w PANEL WIDTH ew -i� z z ix a 21 D.L.O. 0 ¢ uj m FIBERGLASS YARN ILU<1 9 o REINFORCEMENT FIBERGLASS SKIN lG2G3G4 INTERIOR DETAIL I SEE SHT 8 z EXTERIOR C) z F- 7 V) cU LU LU V) LU CL 0 ............. d 0 -!,4�,co 0 LL .. , 1— 0. r— 0 LL: cm, LL' 0 :j t-- LVL BOTTOM RAIL 6 U) 1.57" p co Z—' LzL R a: y Z VERTICAL CROSS SECTION lu V) SIDELITE PANEL \.�7 r)WG @ FIBERGLASS SKIN.0.079"THICK MIN. FL-20867.1 FOAM CORE:POLYURETHANE .SHEET: 70F29 STRUCTURAL SILICONE STRUCTURAL SILICONE A8 SEE NOTE 1 AB (SEE NOTE 1) I';�'i .;"•;:(•.,,.:,; ,i,r,:-at ALUMINUM/BUTYL ALUMINUM SPACER #8 X 1-1/8"SELF SPACER SYSTEM #8 X 1-1/8"SELF THREADING SCREW 1/8"ANNEALED GLASS THREADING SCREW 1/8"ANNEALED GLASS nINITY&LA55INTERNATIONAL 336 33651ST WAY 5 0.090"PVB INTERLAYER 0.090"PVB INTERLAYER FEDERAL WAY,WA 98003 DUPONT BUTACITE OR ABP INTERLAYER "'' DUPONT BUTACITE OR ABP INTERLAYER PH:(253)875-7300 { {%+ 1.72" 1/8"ANNEALED GLASS 1.72" �'. 1/8"ANNEALED GLASS °o v AIR SPACE r AIR SPACE w Ln h ZIt & H> 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS R m ' 1"O.A.THK GLASS 1"O.A.THK GLASS o e = LL LE 1/2"GLASS BITE 1/2"GLASS BITE ¢ z Co�Lu C m STRUCTURAL SILICONE STRUCTURAL SILICONE o o Z a (SEE NOTE 1) (SEE NOTE 1) c �1 GLAZING DETAIL ��GLAZING DETAIL a 9"'w ' ac. STRUCTURAL SILICONE STRUCTURAL SILICONE B8 (SEE NOTE 1) B8 (SEE NOTE 1) i T #8 X 1-1/8"SELF ALUMINUM/BUTYL #8 X 1-1/8"SELF ALUMINUM SPACER m THREADING SCREW SPACER SYSTEM THREADING SCREW 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS z 0.090"PVB INTERLAYER 0.090"PVB INTERLAYER z DUPONT BUTACITE OR ABP INTERLAYER ° r DUPONT BUTACITE OR ABP INTERLAYER N 1.72" 1/8"ANNEALED GLASS 1.72" ,, 1/8"ANNEALED GLASS ? AIR SPACE ' AIR SPACE W 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS 1"O.A.THK GLASS 1"O.A.THK GLASS -RUCTURAL SILICONE .50"GLASS BITE STRUCTURAL SILICONE .50"GLASS BITE =E NOTE 1) (SEE NOTE 1) z G3 GLAZING DETAIL G4 GLAZING DETAIL `"o ,,...,, 1.5011– O'l.•mow LL --� 1.24" — c .2 M W o Neil z v~i 4 . Ir 1.78" 1 2.52" o^ z3 =LL 2 u z O p U N DOTE: �1 FLUSH GLAZED FRAME B8 MAHOGANY LITE FRAME DWG#: 1. STRUCTURAL SILICONE OPTIONS:SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ABS OR PC/ASA ABS OR PC/ASA FL-20867.1 SHEET: 8 OF 29 K D K ° .Q...p TRINITY GLASS INTERNATIONAL 33651ST WAY FEDERAL WAY,WA 98003 1-1f4'MIN, v° y Q < EMB nTYP. PN:(2 5 31 8 76 O7300 v ° ( ) oc .' •p ° EMB(TYP.) 8 A \ F z R h N X6 w m� v3 OS :ilk 5"' .ii Z m ":.h���;,."L'.:3;.�,.�;ri•='.•;..;rf Y` ;,�`��'��i `$ML+ r;L°'':'� ry J Q MMz¢ .:v,.r•i,Y.:cr. �i �r•,-,;�� 11 1 2 3R µ3 11 1 2 3 EXTERIOR L EXTERIOR H 5 ¢ 5 INTERIOR INTERIOR m VERTICAL CROSS SECTION V) 1 VERTICAL CROSS SECTION 9 SHOWN W/1X WOOD BUCK z 9 SHOWN W/2X WOOD BUCK H o Ha u LL) w INTERIOR EXTERIOR 5 11 10 Z K a: 4• ., ,� LL: w F 'd 1-114"MIN. y`�z ;11 •a.. a.! EMB(TYP.) �L •�4 Y ..a i m T 1L.L. 0 0 3'3 1,3 U 2 u z V) 3 VERTICAL CROSS SECTION DWG#: s FL-20867.1 5HEET: 9 OF 29 K O K TRINITY GLASS INTERNATIONAL o b. 1-114"MIN. Q b ° ;-'l/4"MIN. •. 9 d Qo 33651ST,AY G WA9 a y '. EMB(TYP,) FEDEAAL WAY,WA 98003 EMB(TYP.) a °V 'a°'o .° PK(M3)8M-7300 \Or\ Z m1 T lb :.. r'.� ey Vim W �m d.`.v;;w: � + (SEE NOTE 1) O =,,;,' o:'s ; C w N p=w ��y (SEE NOTE 1) ..�..f�,� 1 2 3 Q oa e EXTERIOR v w ¢, 12 °C �< 1 2 3 L w EXTERIOR `0wo� La, H INTERIOR k1 INTERIOR VERTICAL CROSS SECTION m VERTICAL CROSS SECTION 0 SHOWN W1 1X WOOD BUCK z 10 C z OZ EXTERIOR INTERIOR 12 LL V) O 10 (SEE NOTE 1) (13 co 1-114"MIN. e .:a. .a..• .,` a.. .:. 'va EMB(TYR) LL: Z ..n*F �W N v O0 IV� ° m 111119"ILI VERTICAL CROSS SECTION o o v s Q Z NOTE: °w�#: FL-20 1. SCREWS THRU HEAD JAMB AND SILL.EACH SCREWS LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. SHEET:10 OF of 29 29 -�J 1-1/4"MIN 1-1/4"MIN EMB.(TYP) EMB.(TYP) ; ..i,.,,..;,...r 1 :_ C 1 2 3 1 2 3 C o• 1.�. . L. A „I.> D .C H yi ,�t.�' o .p, TRINITY GLASS INTERNATIONAL 33691ST WAY 5 FEDERAL WAY.WA 96003 '✓%C::i'n'•` PH:(253)675-7300 ..4,4' l•mss: S INTERIORINTERIOR ;':����"�',•• 11 77 '• OkD MmeOf tb 0 co ix Z3 d m Iu' m Lu w Z F (SEE NOTE 1)Oa CL a m ro LLI o0 B 6 EXTERIOR EXTERIOR E 8 Lu a HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION m 1 SHOWN W/2X WOOD BUCK 1 SHOWN W/2X WOOD BUCK Z 1- 1/4"MIN 1-114"MIN EMB.(TYP) '41 EMB.(TYP) o ` d C 1 2 3 i 2 3 C L o 11 INTERIOR INTERIOR ''n: z �FtO O ° °J •0 6 F (SEE NOTE A E 6 EXTERIOR EXTERIOR A T HORIZONTAL CROSS SECTION 4 0 3 J == v z 3 �HORIZONTAL CROSS SECTION o w 1 SHOWN W/1X WOOD BUCK 1 SHOWN W/1X WOOD BUCK DWG#; NOTE: FL-20867.1 1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET;11 OF 29 19 INTERIOR INTERIOR I Ili"„,A: 11'A 1 2 3 1 2 3 1 2 3 1 2 3 TAIKITY6LASS NTEMATIONAL 0 s S 0 3365 IST WAYS FEDPAL WAY.WA 98003 PK(293)875-7300 12 5 5 0 12 ,c 02 Ao Z c ui Lij CLIn c CL Co Ld m O G G LU cm CL a, (SEE NOTE 1) E 6 (SEE NOTE 1) E 6 EXTERIOR EXTERIOR r2-\ HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Z 1 2 3 INTERIOR 19 In 1 2 3 2021 > Lu Lu s 12 .5 0 (SEE NOTE 1) z .8, ....... co LL c') t­ 0 =23j 7 8 LIZ uj ox IVA HORIZONTAL CROSS SECTION E z 7 8 r4--,HORIZONTAL CROSS SECTION Z2 V) )TE: DWG#: IDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.1 SHEET:12 OF 29 INTERIOR1416 14 16 "' A INTERIOR `'•h!j>•:1�.�5i•�;.�•+`t. ilii:5' r•'�.N'•}y.>I::: 12 'S �t�'•,•iv'�~;'�•"'� '+•' 5 °i^n�l���C,:(i• d'Y� TPINM GMSS INTERNATIONAL +'...'�;F.`(y:t:��,` 5 •�l•...;...V7:.��L.�i: 3365 IST WAY (SEE NOTE 1) ;' '� ` •:;;;;s :T O FEDERAL WAY.WA9B003 ?:f..:a; 11 illi; ;`!: ;;';r'Y .I`f.. (SEE NOTE 1) FN:125318774300 ry Ps�;I,•F,• 11 k,4`r�Yy�.':+5 m �.;n..... J O MAss >M a 0 LU E F I � =0 m �ugm r6l / EXTERIOR 7 8 0 � Q EXTERIOR EXTERIORuj\Uys�w o HORIZONTAL CROSS SECTION a m i �1HORIZONTAL CROSS SECTION 13 a T m 1718 INTERIOR ;i::':':'=.','r.'Y'•J?,,�Y.L INTERIOR �;�'u":,li<".�;+„e,`Y.•\::5 O (SEE NOTE 1) r+T;,;r..A;a'f{jr.,�;i};% " i,T' •A 'F: /� 12 12 ;,�.+.w.1;!;:5�:\:i,+`a F:�`r':'i:� 5 +•+;'{ti.'.,'.`•'Y?�';;''••I?a t'' � pg� •,+„4.,h +• ti,yFti+:+iy�%� 5 l}�'4�+:*"t.;n.�:'�7�A;•J�yf;k V } 11 1 w (SEE NOTE 1) w rat.:. .... ••_-, ci F E A. 6 EXTERIOR EXTERIOR 7 8 z'.��r 00 o ii ;w �* oW y:�Z...���r HORIZONTAL CROSS SECTION `Z �HORIZONTAL CROSS SECTION C4Z 4cy�'•••.....•••�r( CID p T h oma -) =2 v3 uZ o a U DWG#: NOTE: FL-20867.1 1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET:13 OF 29 1-1/4"MIN C 1-1/4"MIN EMB(TYP) 1 C EMB(TYP) I It A SHEET ROCK SHEET ROCK FURRING: FURRING TRINITY 6LA55 INTERNATIONAL D 3365 IST WAY 5 AN FEDERAL WAY,WA 98003 D • M(253)87'5-7300 0 5 INTERIOR (SEE NOTE 2) p J .o INTERIOR F oz r 0'�0 Z\ > 4 A: Z00 z w 2 w U Lu ct EXTERIOR • Iii = Lu m a ch 12 K 4 EXTERIOR E 6 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Direct to masonry 1 Direct to masonry (5-1/4"min jamb) (5-1/4"min jamb) V) z 0 Z K— FURRING K H O SHEET ROCK SHEET ROCK L 4. 4 LI FURRING v)Lu 4 N, z 120 0 ca :2 z ............ LLJ Lu 0' LL 0 11 5 1 (SEE NOTE 1) 1 L': 'Lu Lu D U) L) - < o., Z' .,ul) EXTERIOR INTERIOR EXTERIOR INTERIOR ........ P\'e VERTICAL CROSS SECTION VERTICAL CROSS SECTION 4 Z— Lu Direct to masonry Direct to masonry z LL (5-1/4"min jamb) (5-1/4"min jamb) o o 'o a: u z l OTE: DW&#: SCREWS THRU HEAD JAMB AND SILL.EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. FL-20867.1 SIDELITE SCREWS LOCATED 6"FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET: 14 OF 29 1-1/4"MIN I FSC+,"Ttr i::.r.'I•,< EMB.(TYP) 1 2 3 \\ p TRINITY GLASS INTERNATIONAL 33651ST WAY 5 FEDERAL WAY,WA 98003 H �. °: D PH:(203)875-7300 ti:f:Js 5 h Lo w �9. m C 1-1/4"MIN INTERIOR e J z o EMB(TYP) ''''°'' Q m 11 2w FF ami 122opv3 �¢x SHEET ROCK c 0 uJ m e FURRING •�KO c�i Lu 5 ; '•� 7 8 EXTERIOR I INTERIOR i't, w B {'" •i `. °w zHORIZONTAL CROSS SECTION m z~ 1 SHOWN W/2X WOOD BUCK l!) >' C 1-1/4"MIN OI—I o P EMB.(TYP) EXTERIOR 11 • ° 1 2 3 C ° LL v3 w 7 8 K HORIZONTAL CROSS SECTION w?:: 1 Direct to masonry i, o 5-1/4"min jamb) z ( 1 ) INTERIOR •�.6 LL .W r*O A. m 7 8 EXTERIOR A o^ z J = x �z O p U HORIZONTAL CROSS SECTION DWG#: SHOWN W/1X WOOD BUCK FL-20867.1 SHEET:15 OF 29 A 7s7a,. SEE HINGE '. ; •.< F .�A , ° DETAIL 1 4" F 6. 5" nrNITY�JBS151 WAYsAT,OWL D FEo 336 WAY,WA 98003 PM 253 878-7300 TYP.HEAD c ) G 2X BUCK a'. H 2X BUCK �. ANDJAMBSF ° o N 1X BUCK ( 1X BUCK o m t • P DIRECT TO • MASONRY D DIRECT TO i° w ��c o & MASONRY m 31.00"MAX. E "F a _ x O.C.(TYP.) 1 X/2X BUCK TYP.HEAD 1a^MAx. o = a<u LL HINGE DETAIL 1 &JAMBS O.C.(TYP.) rLw W Q Y c1 T m W X BUCK DOOR FRAME — — op no ca no p ix c )ii a 9 15a _,13"MAX, w a m O,C.(TYP.) ® a C]m 5.50" F MASONRY o OPENING NING SEE HINGE G m DETAIL 2 G 2X BUCK • N 1XBUCK ,�.. Z a P MASONRY DIRECT D TYP.SILL O z a E 9.: °•a H � HINGE DETAIL 2 > W v) BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry construction d ONCRETE ANCHOR NOTES: Z Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be `.` Q0 adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors O:'<v w A. may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. 8 2;.66 r` O o Concrete anchor table: u :w rwLn - o ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 2X BUCK I ZEN TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR 1X BUCK ITT BUILDEX DIRECT TOP �.• * �� iAPCON© 1/4" 1-1/4" 2" 4" ULTRACONO 1/4" 1-1/4" 1" 4" MASONRYw ELCOp m 1 ITW BUILDEX , Z " m Z TAPCON® 3116" 1-1/4" 3' 1-1/2" v = �z p �+ V v) 110 /OOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL DWG#; Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent FL-20867.1 splitting of wood. 511EET;16 OF 29 a a n 4" TRINITY GLASS INTERNATIONAL 33651ST WAY S p FEDERAL WAY,WA 98003 TYP.HEAD ft(253)875-7300 ° &JAMBS o M • aG m 4 ag 03 1 m J fi a p<V 1 X/2X BUCK v o o e m ¢m Q � m go _ 15.13"MAXLUw : a m w FOR REF.ONLY O.C.(TYP.) ' �" a MASONRY m OPENING .ad 1.� z W u V) Aa,a BUCK ANCHORING d z CONCRETE ANCHOR NOTES: ,, 0 1.Concrete anchor locations noted as"MAX ON CENTER'and at the corners must be adjusted to maintain min.ed a distance to mortar joints. Additional concrete anchors ma O:� 0 1 A.' 9 1 Y be ;ter, oo required to ensure the"MAX ON CENTER"dimensions are not exceeded. ;w �*rw W 2.Concrete anchor table: Ln --.Q, d u> '• z .(n 1L. ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE.TO FOR XO,OX 6 XX `yd,•'• _ TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 0 �•• F ITW BUILDER CONFIGURATIONS �iy••*•pF�O 0� TAPCON© 1/4" 1-1/4', 2" 4" T 3IT ELO V ULTRACONe 1/4" 1-1/4" 1" 4" v z a Y c F ITW BUILDER h 3 2= v z TAPCONe 3/16" 1-114" 3" 1-1/2" o o lu _ DWG#: WOOD SCREW INSTALLATION NOTES: FL-20867.1 1.Maintain a min,5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. sHEEr:17 OF 29 I SEE HINGE e. I I �I i. ;.T F •. ti `„•,�' DETAIL 1 °• ' F 8 TRI A A NITY GLASS INTERNATIONAL 4j 3365IST WAY S - FEDERAL WAY,WA 98003 ' ° H 2X BUCK PH:(253)875-7300 ° L 1X BUCK Oo m D DIRECT TO rg N Z# MASONRY 5 g �� 31.00"MAX. :71 TYP.HEAD STRIKE PLATE DETAIL W 5 o m LL O.C.(TYP.) 1X/2X BUCK &JAMBS 14"MAX. to z oc O.C.(TYP•) o G 4 a DOOR FRAME F 6 -S A I w o�¢ tD iL ¢ d o a G 2X BUCK w w a 5.50" N 1X BUCK a m . • P DIRECT TO MASONRY MASONRY a OPENING E HINGE m )ETAIL 2 HINGE DETAIL 1 a O z F D TYP.SILL 6 8` T T I I G 2X BUCK > B g N 1X BUCK W w • P DIRECT TO HINGE JAMB a FRAME ANCHORING STRIKE MULLION E MASONRY Masonry construction NCRETE ANCHOR NOTES: HINGE DETAIL 2 °z ' :oncrete anchor locations noted as"MAX ON CENTER"and at the corners must be Idjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 1416 17 ��Q`. ........... V nay be required to ensure the"MAX ON CENTER"dimensions are not exceeded. O o <(,Dom° LL ` 2X O O 2X 2r�ir` 00 ANCHOR ANCHOR MIN, MIN.CLEARANCE MIN CLEARANCE TO 4X LL u3 I`*F- O `� TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 14 1617 18 B ® Vii Z <•4ZTW BUILDEX � TAPCONo 1/4" 1-1/4" 2" 4" ELCom 1/4" 1-1/4., 1., ULTRACON 4"TW ® �''q�h7 •i�•pFiOF`�. ' TAPCON©x 3/16" 1-1/4" 3" 1-1/2" ® ® ® ® 18 v m 1) m z -N Z v -M L -j 04X o0 M= Nz IOD SCREW INSALLATION NOTES: VIEW A-A VIEW A-A VIEW B-B VIEW B-B DWG in lalntaln a min.5/8"edge distance,&1"D.C.spacing of wood screws Head to mullion attachment Head to mullion attachment SIII to mullion attachment SIII to mullion attachment FL-20867.1 prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) 5HEET;18 OF 2A SEE HINGE 4.. 6"ITYP.) ! '.T p,.•i n : a'; DETAIL 1 1 ' j 6" TRINITY 6LA55 INTERNATIONAL 33651ST WAY 5 7 FEDERAL WAY,WA 98003 H 2X BUCK PH:(293)875.7300 L 1X BUCK °o nmi E D DIRECT TO NLD z Z# MASONRY . e z M 31.00"MAX. TYP.HEAD 14„MAX. STRIKE PLATE DETAIL o= O.C.(rrP.) 1X/2X BUCK &JAMBS o c(Typ) tC o zz '43, w LU DOOR FRAME ,_ _ _ + F �� g, a N < $ 6 w L ¢ oZ G 2X BUCK a m ui c LU N 1XBUCK a�"' •. P DIRECT TO MASONRY MASONRY o OPENING E HINGE m )ETAIL 2 HINGE DETAIL 1 °.. a D _ F H Z TYP.SILL 6 G 2X BUCK �\ N 1X BUCK W w • • P DIRECT TO HINGE JAMB FRAME ANCHORING STRIKE JAMB MASONRY E Masonry construction HINGE DETAIL 2 z° CONCRETE ANCHOR NOTES: 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ............. Y N d adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be �; co ,L required to ensure the"MAX ON CENTER"dimensions are not exceeded. `�� ° 06 2.Concrete anchor table: " �w '`�Lu� ora ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO U) •J O TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR �'d,''•., _ .•' TAPCON°X 1/4" 1-1/4" 2" 4" ��''.;�y"*'pRC���• ULTRACONO 1/4" 1-1/4" 1" 4" m I m z V) ITW BUILDER " „ y y u' ¢Z TAPCONO 3/16 1-114" 3 1-1/2" o o x z WOOD SCREW INSTALLATION NOTES; DWG#; 1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. FL-20867,1 5HEET:19 OF 29 CL 6 SEE HINGE ^(TYP.) DETAIL 1 d a 4" (`_� 8 I I I j B+ TRINITY GLASS INTERNATIONAL A A 33691ST WAY 5 FEDE 7 RAL WAY,WA 96003 °• H 2X BUCK PH:(291)8767300' L 1X BUCK p m 1 D DIRECT TO w m Z # MASONRY a + 12 > 31.00"MAX. TYP.HEAD STRIKE DETAIL 7 6 1 = a m o.c.(TYP.) 1X/2X BUCK &JAMBS ASTRAGAL SHOWN 14"MAX, m o 2 LL FOR REF ONLY o'c'(TMP') o gG z a w DOOR FRAME F 6 S U. 0, g43 w� G 2X BUCK w CO W'D 5.50" N 1X BUCK ii M • P DIRECT TO �u MASONRY MASONRY a OPENING E HINGE m )ETAIL 2 _ HINGE DETAIL 1 DD F • TYP.SILL B B 6 In G 2X BUCK H N 1X BUCK W V) • P DIRECT TO HINGE JAMB FRAME ANCHORING ASTRAGAL E MASONRY Masonry construction NCRETE ANCHOR NOTES: HINGE DETAIL 2 °z :oncrete anchor locations noted as"MAX ON CENTER"and at the corners must be djusted to maintain min.edge distance to mortar joints. Additional concrete anchors iay be required to ensure the"MAX ON CENTER"dimensions are not exceeded. w L O s' 2t� n 0 o ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO G 22 R 23 LL 2 �*WZE ZEE :W TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENTANCHOR U) 0 0 F 0"g TAPCON©x 1/4" 1-1/4" 2" 4" y •. z .(n�, 1LTELCO RACON© 1/4" 1-1/4" 1.. 4•. o ''•,yd�y;"•*•pR��`�v�•� W BUILDER TAPCON® 3/16" 1-1/4" 3" 1-1/2" • o h mZ �y z Z� Y W <z OD SCREW INSTALLATION NOTES: 0 0 0 U x z laintain a min.5/8"edge distance,&1"o.c.spacing of wood screws VIEW A-A VIEW B-B pw&#: 1 prevent splitting of wood. Astragal Strike @ Head Astragal Strike @ Sill FL-20867.1 SHEET:Z0OF 29 c. a �— ' 4" 4" TRINITY GLASS INTERNATIONAL 33651ST WAV 5 Q FEDERAL WAY,WA 98003 TYR HEAD PH:(253)875-7300 ° &JAMBS a O M G .e N`p 2�2 FN.. C d m J rO 1X/2X BUCK z WWWO N� 7Lyj � p Z N rL LU g Z 15.13"MAX. w m�c O.C,(TYP.) a M FOR REF.ONLY a MASONRY m OPENING ° Q z H � a W w DC n :a BUCK ANCHORING d . z CONCRETE ANCHOR NOTES: �.�� * ...... 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be FOR OXO Q; adjusted to maintain min,edge distance to mortar joints. Additional concrete anchors may be CONFIGURATIONS z r�`" o o = required to ensure the"MAX ON CENTER"dimensions are not exceeded, LL :w .�* o 2.Concrete anchor table: w :v d F Z ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO •' Z '(n�' TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR �i d�........:"''•� ITW BUILDER " TAPCONO 1/4 1-1/4" 2" 4" ELCO ® 1/4" 1-1/4" 1" 4" (,t� ULTRACON ~� Z J Y ¢� 'TTA'UILDER p F: 3 S S v Z PCON© 3/16" 1-1/4" 3" 1-1/2" o o v WOOD SCREW INSTALLATION NOTES: DWG#: FL-2 1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent splitting of wood. SHEET:Z1 OQF F 29 SEE HINGE ° . 4" B"(TYP.) DETAIL 1 AnA � 8 6" TRINITY GLASS INTERNATIONAL 33651ST WAY S 2X BUCK 7 FEDERAL WAY.WA99003 PH:(293)87ST100 a °• .a L 1XBUCK $ m D DIRECT TO �m z z�S 1 MASONRY — ¢ + C H j M 31.00'MAX. TYP.HEAD STRIKE PLATE DETAIL _ °�z O.C.(TYP.) 1X/2X BUCK &JAMBS 14"MAX. o zu= O.C.(TYP.) a G a a0 co W u DOOR FRAME F S g m z¢m 6 m at Z G w 5,50" • � a �-J M a MASONRY E a OPENING HINGE m )ETAIL 2 r — _ HINGE DETAIL 1 D TYP.SILL CO O 6 a. Bue � a HINGE MULLION °d STRIKE MULLION FRAME ANCHORING E Masonry construction NCRETE ANCHOR NOTES: HINGE DETAIL 2 °z :oncrete anchor locations noted as"MAX ON CENTER"and at the corners must be djusted to maintain min.edge distance to mortar joints. Additional concrete anchors 14 16 17 )ay be required to ensure the"MAX ON CENTER"dimensions are not exceeded. O o;�,CO LL O 2X p 2X 2.Z m ow o ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 4X LL to �(� ppm TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 14 16 17 ♦ ® (n :•v d.,. ,,, V Buaoex iy •. : TAPCON� 1/4" 1-1/4" 2" 4" •' ELCOo 1/4" 1-1/4.. 1�� 4.. ♦ i *PR0 1LTRACON F%``' W BUILDEX ♦ ♦ ♦ ® 18 fill TAPCON® 3/16" 1-1/4" 3" 1-1/2" °T° m z z J y LL Q H OD SCREW INSTALLATION NOTES: VIEW A-A VIEW A-A VIEW B-B VIEW B-B 04X 1)o a _ z DWG#: aintain a min.5/8"edge distance,&1"D.C.spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment FL'20867.'q prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) SHEET:220F 29 GL I•_I ' SEE HINGE a e 4.. )----�6"(TYP.) I -::. tiTca;:n „Nr.L DETAIL 1 ° °'• g •o. jI 5" TRINITY6L WTEFNATIONAL _ 3765 IST WAYS H 2XBUCK 7 FEDEDALW'Y.WA9SD03 PN:F3 8757300 ° .e L 1XBUCK o D DIRECT TO o S MASONRY — — — — — Z z N M 31.00°MAX. TYP:7 .HEADTRIKE PLATE DETAIL W _ x O.C.(TYP.) 1X/2X BUCK ia"MAX.MAXm = o &JAMBS O.C.(TYP.) Wo L) DOOR FRAME — _ — _ F 2 e ' z 6 g w yy eZ • G LLco W\�m� .S 5.50" • MASONRY E o OPENING TINGE m fAIL 2 a _ _ _ _ HINGE DETAIL 9 N ° Dp C z TYP.SILL 6 0 e.: rr— T-I rr ii r — c j • w w • oc HINGE JAMB ° "'° • ' _ FRAME ANCHORING STRIKE JAMB E Masonry construction NCRETE ANCHOR NOTES: HINGE DETAIL 2 z :oncrete anchor loactions noted as"MAX ON CENTER"and at the corners must beNX djusted to maintain min.edge distance to mortar joints. Additional concrete anchors ;••'Tay be required to ensure the"MAX ON CENTER"dimensions are not exceeded. �`�co o LL :uZI *w � ANCHOR ANCHOR MIN, MIN.CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR fW aUILDEXy••• ,Z ,� TAPCON© 11411 1-1/4" 2,r 4'r .,. ELCo © 1/4" 1-1/4r� 1.r JLTRACON Orr _ �'4��/Y �L•PFo�.�` TABUILDE PCON®x 3/16" 1-1/4" 3" 1-1/2" W 00 LL, OD SCREW INSTALLATION NOTES: o S: u z DWG#; laintain a min.5/8"edge distance,&1"D.C.spacing of wood screws FL-20867.1 I prevent splitting of wood. SHEET:2 3 OF 29 L rt .d 4"f y 4" 7 4" MNITY GLASS INTERNATIONAL D FEDERAL WAY, WAY S WAY,WA 98003 e. p TYP.HEAD PK(253)875-7300 8 JAMBS <' $ M G m 4 NO (7 Zig $ S Z N G o n J M F O d m J O U a aWu 1X/2X BUCK s mm m & a 15.13"MAX. w :,'t m 9Wo O.C.(TYP.) a M FOR REF.ONLY Q a MASONRY m OPENING z d O HH o 41 UJ �C n BUCK ANCHOR/NG FOR OXXO d z CONCRETE ANCHOR NOTES: .�` '�� CONFIGURATIONS ���` O � a��'��r i@ 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be o ' LL 0 m O O required to ensure the"MAX ON CENTER"dimensions are not exceeded. LL :z m*w �W 2.Concrete anchor table: (� ; d ��" ANCHOR ANCHOR MIN, MIN.CLEARANCE MIN CLEARANCE TO y •' Z �� TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR i�d'••' ITW BUILDEX ,i ���,�y••••,••p�Q��� TAPCONO 1/4 1-1/4" 2" 4ELCO " ` ULTRACON® 1/4" 1-114" 1" 4" fln m Ilu m z Kz� yLL ¢h TAPCONO 3/16" 1-1/4" 3" 1-1/2" _ Z WOOD SCREW INSTALLATION NOTES: DWG#:FL-2O867.1 1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent splitting of wood. SHEET: 24OF 29 CL rt SEE HINGE f4--j— s°(TYP.) 4" J DETAIL 1 II II I 6 A — — TRINITY 3365 365 E NARONAL 33651ST IST WAY S FEDERAL WAY,WA 98003 a'' H 2X BUCK L� I DH:(273)87&7300 °.. ,n L 1X BUCK oo "m D DIRECT TO w 0 # MASONRY — — — — a o 31.00"MAX. TYP.HEAD = a m� o.c.(TYP.) 1X/2X BUCK ASTRAGAL SHOWN 14"MAX. w 5 v O= &JAMBS FOR REF ONLY O.C.l7YP.) c G a o w w e W j m w m DOOR FRAME — — — oZ c m s I LL a go a d mwc a MASONRY o OPENING IINGE m FAIL 2 °.. 'd Z D TYP.SILL B B o to w F o HINGE JAMB 44 FRAMEANCHORING G 22 a ASTRAGAL Masonry construction G c • z NCRETE ANCHOR NOTES: Z :oncrete anchor locations noted as"MAX ON CENTER"and at the corners must be E 1,UL ��` Q0•* adusted to maintain min.ed a distance to mortar oints. Additional concrete anchors ��:1 g j VIEWA-A Or4Ycoiay be required to ensure the"MAX ON CENTER"dimensions are not exceeded. Astragal Strlke @HeadHINGE DETAIL 1 I ?zANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO L) r*Q ��TYPE SIZE EMBEDMENT TOMASONRYEDOE ADJUSTMENT ANCHOR R 23TAPCON©X1/4" 1-1/4" 2• 4"ELCO G ,�b�jy••....:P��F JLTRACON� 1/4" 1-1/4" 1" 4" A • .�. T V BUILDER R " • • • °� m Z J N TAPCONm 3116" 1-1/4" 3 - 1-1/2 ¢ Z-j u e f- o • • • O p u 2 N Z OD SCREW INSTALLATION NOTES: E DWG#: laintain a min.5/8"edge distance,&1"o.c.spacing of wood screws VIEW B-B HINGE DETAIL 2 STRIKE DETAIL 1 FL-20867.1 prevent splitting of wood. Astragal Strike @ Sill SHEET: 250E 29 5.25 ll sn.d,�T-f T F- N A A 1 T- c1q MrKMW 336GLASIST WAYSS INTERNATIONAL 3.98" FSOERAL5 WAY,WA 98003 PK(253)875-7300 SIDE&HEAD JAMBS cc 0 w QO (5-1/4"or larger) MATERIAL:WOOD > d -p UZaspI 0 IL E 0 "C ui Fon (c) tD Lu KZ C9 a co ui go Lu 'x c iL SIDE&HEAD HINGE o MATERIAL:STEEL JAMBS (���MA=ERIAL-.PVC V) Z -4.561, 5.25" 0 DO z Cl) 9 Lu V) Lu L OUTSWING SILL SIDE&HEAD JAMBS 10 (5-1/4"or larger) o ALUMINUM WITH PVC SUBSTRATE MATERIAL:PVC ........... 1.22" 724��" Li: CO LL . 4.56" C., c U"0 4.56" w < 0- LO Ln z Ci 5! LQ p 0 0 0 L 2.44" Z u- u SIDE&HEAD JAMBS SILL KEY DETAIL a: SIDE&HEAD JAMBS DWG#: �-�M�ATERIAL:WOOD MATERIAL:PVC &OPTIONALFL-20867.1 5HEET:2 6 OF 2A �..1 a j t,'i,r?f 2.29" --� 4.56" '•L.;^•�:S.r�•t„— TRINITY GLASS INTERNATIONAL 3365 IST WAY S CC) •••' ?',},.. ., FEDERAL WAY,WA 98003 � PH:(203)8757300 Cl cq CD OUTSWING SIDELITE SPACER ?t'; r=; = :� } N p # s 13 MATERIAL:PVC — N z Lu a mi m V STANDARD MULLION 'o °a co cc MATERIAL:PVCEn 6a G m¢ — 1.00" �{ .58.. ¢° v a ¢ $ N w Q g a mWa £• czccl, 0 4.56" m g O {33 AF A HoN N F' 17 FAT MULLION W 2.00" Ln MATERIAL:PVC o i `v MULLION BASE KIT N 15 OPTIONAL URETHANE GLUE 4.56" °z URETHANE GLUE 4.56" .• 0%, * b..............n,/ Do w �. fV =°i�V '.:t J: :�;;'1C>:'•"', ••. C TWO-PIECE"FAT"MULLION : • o o ul cJ MATERIAL:PVC y.', Z tan�o #8x1 1/4"PRH WS(4 NEAR SIDE) O m ) m z STANDARD MULLION #8x1 1/4"PRH WS(4 FAR SIDE) a 3-' m z uQ z 14 SECTION A-A o in °3 lul MATERIAL:WOOD DWG#: FL-20867.1 SHEET:Z70F 29 j 19.63" M .TF;.IA u•+A LATCH(BLIND HOLE) oor SCREW LOCATIONS(TYP.) DEAD BOLT(THRU HOLE) – 5.50" 33.13" SLIDE 80LT ROD TRINITY GLASSSNTERNAnONAL 33655 STEEL FEDEPAL WAYWWA 90003 PH:(253)0717300 Lo`on 2.75" +–. . 2.50" °o M 1.63" 3.75" 2.50, 3.63" �– N�, Z 10.75" 10.50" �5 z ~ 18.75" 18.50" w z a= m� O O� TOP BOLT RETAINER 26.75" 26.50" c GIL a w v g O �no0¢ 9-3/4"ALUMINUM S c7 m Z c m OI 0 _T RETAINER _ m 1F LU//^^LU m Uj n Q - _ • • •Q• o r a i m c )E BOLT ROD 2.65" a ALUMINUM ASTRAGAL 1.75" n ALUMINUM ASTRAGAL m VIEW A-A 6'8 Aluminum Astragal by Endura Products Aluminum Astragal Assembly Z C Z 7.84" SCREW LOCATIONS(TYP.) H — C== 5.50" 33.13" > , W w a • 0 0 n FLUSHBOLTBAR Diecast Zinc Co 20.25" 1.38" p z 0 0 0 32.25' ---8.13" 43.62" 20.25" •Z.0 Si[N I- 1.09" 4,mo o ll LC DEADBOLT(THRU HOLE) LATCH(THRU HOLE) p Co N Fo�C� a Diecast Zinc zFLUSHBOLT Co . bey...,.. F 3.38" • 101 . ;R '4vill oz, ¢r a Q J V= h Z PVC ASTRAGAL DWG#: 1.44"VI--� 21 6'8 PVC Astragal by Trinity wEwB-e FL-20867.1 PVC Astragal Assembly 5HEET:2 0O OF 29 I I ' BILL OF MATERIAL p:,v A- u a ITEM# DESCRIPTION MATERIAL A 1X BUCK SG-0,55 WOOD B 2X BUCK SG-0.55 WOOD TRINITY GLASS INTERNATIONAL C 114"MAX.SHIM SPACE - 3365 IST WAYS FEDERAL WAY,WA 98007 D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL FH:(z53)8M7300 E #9 X 3/4"PFH WS STEEL F #9 X 1"PFH WS STEEL a m G #9 X 2-1/4"PFH WS STEEL �5 g5g c o H #10 X 2-1/2"PFH WS STEEL W v m 1 #8 X 2"PFH WS STEELZ, a J #6 X 1-1/4"DRYWALL SCREW STEEL w K MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 CONCRETE G o m N OR HOLLOW BLOCK CONFORMING TO ASTM C90 Lu L 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m a W c M 1/4"X 3-114"PFH ELCO OR ITN CONCRETE SCREW STEEL i Lu a m N 3/16"X 3-114"PFH ELCO OR ITW CONCRETE SCREW STEEL O #8 X 2-112"PFH WS STEEL �L P 3/16"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o Q #8 X 1"PFH WS STEEL R 3/16"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 05 S #10 X 3"PFH WS STEEL 1 JAMB(FINGER-JOINT PINE-SG­0.42) WOOD z 1A JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD O Z 2 JAMB PVC 2A JAMB PVC H 3 JAMB PVC > CS 5 WEATHER STRIP QEBD650 Q LON UJ o 6 3.98"X 4.0"HINGE MIN 0.098"MIN THICK STEEL 7 STRIKE PLATE STEEL 8 DEADBOLT PLATE STEEL 9 SILLKEY PC/ASA o 10 OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM,/PVC z 11 12 SIDELITE PANELPANEL- EIDETAILSE DOOR PANEL CONSTRUCTION SEE SIDELITE PANEL CONSTR CT ONDETAILS SHEET - ��QO 13 OUTSWING SIDELITE SPACER PVC2 � o o = 14 STANDARD MULLION(FINGER JOINT PINE SG>=0.42) WOOD z rl w W 15 MULLION BASE KIT PC/ASA N i o*F o 16 STANDARD MULLION PVC z �, 17 "FAT"MULLION PVC 18 TWO-PIECE"FAT"MULLION PVC 19 1X MULLION WOOD m > ul 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM Y ¢h 21 PVC ASTRAGAL BY TRINITY PVC o o v= V z 22 ASTRAGAL STRIKE @ HEAD STEEL DWG#: 23 ASTRAGAL STRIKE @ SILL STEEL FL-20867.1 SHEET:290F 29 7