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HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door AssembliesFlorida Building Code Online Page 1 of 3 BCIS Home Log In ; User Registration Hot Topics ! Submit Surcharge i Stats & Facts I Publications j Contact Us BCIS Site Map Links Search Product Approval or - USER: Public User �j y1 p/� oPY Product Approval Meru > Product or Aoulication Search > Application List > Application Detail m w xis - FL # FL20867-R2 D !%V °"" Application Type Affirmation Code Version 2020 R V41EZWED F® Application Status Approved ;®DE COMPLIANCE Comments CIE COUNTY STT L�BoccqlWa Archived 47 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 C 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 12/31/2024 Validated By Locke Bowden P.E. 01 Validation Checklist - Hardcopy Received Certificate of Independence FL20867 R2 COI COI Trinity SS 2016-08-26.odf 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 Sections from the Code https ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgtbxPgODTr%... 9/ 14/2021 Florida Building Code Online Page 2 of 3 .-' I affirm that there are no changes in the new Florida Building Cbde,which affect my products) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes (7 No '0N/A Product Approval Method Method 1 Option D Date Submitted 10/21/2020 Date Validated 10/21/2020 Date Pending FBC Approval Date Approved 10/27/2020 rPL # I Model, Number or Name I Description 20867.1 a. Fiberglass Door 6-8 Glazed "Impact" Fiberglass Door - Outswing Li of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 R2 II FL-20867.1 SS 2016-08-26.odf 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 FL20867 R2 AE PER4418 SS 2016=0f} OC.pdf 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 FL20867 R2 II FL-20867.2 SS 2016-08-26.odf 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 FL20867 R2 AE PER4419 SS 2016-08-06.odf 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 FL20867 R2 II FL 20867 3_SS 2q_16-10-18.pdf 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 FL20867 R2 AE PER4420 SS 2016-08-06.odf 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 FL20867 R2 II FL-20867.4 SS 2016-10-18.odf 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 FL20867 R2 AE PEP4421 SS 2016-08-06.3df 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 FL20.5.62...Ft2li.__F1.20£i67. ,_S$ 2016,-10-1£i pdf 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 FL20867 R2 AE PER4422 SS 2016-08-06.odf Evaluation Report, PER4422, for design pressures, sizes, Created by Independent Third Party: Yes configurations, installation requirements, and limits of use. 20867.6 1 f. Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A 8-0 Opaque "Non -Impact' Fiberglass Door - Inswing/Outswing Installation Instructions FL20867 R2 II FL-20867.6 SS 2016-10-18.odf Verified By: Hermes F. Norero FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%... 9/ 14/2021 Florida Building Code Online Page 3 of 3 Other: 'See Installation Instructions, FL-20867.6, and hL?Of36I..,_R2,__FlE_.PE€t l.h2i_SS 2Q16.OA=06,pdf Evaluation Report, PER4423, for design pressures, sizes, I Created by Independent Third Party: Yes' configurations, installation requirements, and limits of use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-467-1824 The State of Florida is an AA/EEO employer. Coovriaht 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: rM W] ® cl:I4ELk Credit Card Safe https://www. floridabuilding. org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgtbxPgODTr%... 9/14/2021 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED, 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±V2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SI'IIM AS REQUIRED AT EACH INSTALLATION ANCI IOR WITI I LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH. SHIM WHERE. SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I 1 P2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE DISTANCE OF314" SHALL BE MAINTAINED. 0. THROUGH FRAME: FOR INSTALLATION INTO CONCRETEIMASONRY, USE 114" ITW TAPCONS OR 114" ELCO ULTRACONS OR 3116" I1W TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 114" MINIMUM EMBEDMENT INTO CONCRETEIMASONRY. 7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISI IES; INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTAI I ATION ANCHORS INTO MORTAR JOINTS. POGF DISTANCF IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE. ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. D. CONCRETE -MINIMUM 3000 PSI COMPRESSIVE STRENGTH C. HOLLOW/GROUT FILLED CMU - STRENGTH CONFORMANCE TO ASTM C90, MIN. Fin = 2000 PSI. Trinity Glass International GLAZED FIBERGLASS DOOR IMPACT OUTSWING GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING; • TAB 201-94 • TAS 202-94 • TAB 203-94 • ASTM E263-04 • ASTM E330-02 • ASTM E331-00 • AAMA 1304-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEIMASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR: THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN,USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT. 6. FRAME & MULLION MATERIAL: WOOD OR PVC 7. CLADDING MATERIAL: FIBERGLASS TABLE OF CONTENTS SHEET # DESCRIPTION 1 General notes 2 Typical elevations, design pressures 3 Typical elevations, design pressures 4 Typical elevations, design pressures 5 Typical elevations, design pressures 6 Door panel construction details 7 Sidelite panel construction details 8 Glazinq details 9 Vertical. cross sections 10 Vertical; crass sections 11 Horizontal cross sections 12 Horizontal cross sections 13 Horizontal cross sections 14 Vertical & Horizontal cross sections 15 Horizontal cross sections 16 Buck & Frame anchoring 17 Buck anchoring 18 Frame anchoring 19 Frame anchoring 20 Frame anchoring 21 Buck anchoring 22 Frame anchoring 23 Frame anchoring 24 Buck anchoring 25 Frame anchoring 26 Components 27 Components 28 Components 29 Bill of materials Digitally signed by Hermes F. Norero, R Reason: I am approving this document R+' IN T E. N AT I-R AL TRINITY &LASS SNTF.RNATTONAL 3365 IST WAY 5 FEDERAL WAY, WA 9R P tQM)6'lS73w x m ,°A ,Ain ZZ o �3 Wm,�L* ocF O azly i J p W V LL O y E9 00 ¢ ro ¢¢ Z N¢"�'. �. LU LiICz �.I w in h C O co vJ 7- 0 Z J W in LL z t Ind c3` 4 _ VA 4C Lil mz �In o 3� = NZ 0 0 DWG M FL-20867.1 SHEET: , , QF 29 37.50" MAX. O.A. _ 37.50" MAX. O.A. I R T ._.. n v A T, o r: L FRAME WIDTH FRAME WIDTH 9 9 9 TRZNM 6"6% MVRNATIONAL 2 33365I5T WAY 6 FED[RnL WAY, WA 99CO3 PH: (1597 Vh 13W p0p h �2 hl j m c�i 3'� oc2,�w� 1 3 �' �� HLU NC N- w 3 w 1 X iI; ao Q 16n x z 1 = 14 a m ol CD � w t4 ti W X O 1 O 1 Q: o O 2. O 2 co c 3 °° 1 m 1 Z L >� W a_ 3 3 9 g d z DOOR WITH RECTANGULAR LITE. DOOR WITH OVAL LITE 0 �C LIB H—r 2� 40 z �z t� 0 DWG #: FL-20867.1 SHEET: 2 OF 29 MAX. FRAME LITE DESIGN PRESSURE (PSF) DIMENSION TYPE POSITIVE NEGATIVE RECTANGULAR +60.0 -60.0 37,50" X 80.50" OVAL +75.0 -75.0 TRINITY OLASS 74.75" MAX. O.A. 112.00" MAX. O.A. I N T G n N t. T J 0 NA G FRAME WIDTH FRAME WIDTH 1 2 3 1 2 4 1 2 3 1 2 4 9 9 14 10 1 1 9 9 14 1 10 1 TGINITY 5F.RNAT[ONAI. ' 3365 (15T STWWAY ti — FEDEDAL WAY, WA 98008 S W n M a� boa Q IL.� a w uj _ caiw w aH w CD Ii; ¢ j A w = 1 i-" ~ 02 e��- P g 2 4 M U. o ' O v 2Lu 2 3 2 m 0 14 0 a c� UJui 3 3 3 3 9 1 9 CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL oz �P ..•• �Yi 5." ' �Q•a Lc o F �ae 1-1 15Z.811112-1 m Z J N ¢^ z =S v2 NZ M ow& #: FL-20867.1 SHEET: 3 OF 29 1 1 3 13 O 0 � O 1 q MAX. CONFIGURATION FRAME JAMB 6 MULLION TYPE DESIGN PRESSURE (PSF� DIMENSION POSITIVE NEGATIVE. WOOD +60.0 -70.0 OXIXp 74.75" X 80.50" PVC +55.0 -55.0 OXO 112.00" X 80.50" WOOD +55.0 -55.0 PVC +55.0 -55.0 75.50" MAX. O.A, 113 50" MAX O ATRINITY GLASS wTc:aN ?.nr3r,, FRAME WIDTH --.75" MULLION 37.50" MAX. 37.25" MAX. FRAME WIDTH FRAME WIDTH 7ALJING A85INTE WM1RVNAI 1 2 r� 3 1 •f 'T 33651ST WAY 5 FEOfRAL WAY, WA F8003 875,1300 9 9 qA 4 1 1 Nis (253) go m m n5 oymg x L W y N¢ W Z. n w V 'm ymm Q m 7 LU � H V W 4 A w H a i-1 n ,� yay g ,min am W Q X O 4 O 1 1 m O 1 1 3 1co 2 1.4 Z O t M ; Z ilJ u w 3 3 3 O z �sl� 0 9 4 8 1 O: 6 • a ua:,` `err LL ,o > 1 a°� z m2 "min �o p =� z v DWG #: 'FL-20867.1 SHEET: 4 of 29 FRAME WIDTH .75"MULLION 37.50" MAX. 37.25" MAX. FRAME WIDTH FRAME WIDTH 1 2 3 1 2 4 9 9 4 1 1 1 1 1 C� W 4 � O X © 4 O CONFIGURATION MAX. FRAME UA�yg g MULLION TYPE DESIGN PRESSURE (PSF} DIMENSION PpSITIVE NEGATIVE OXIXO 75.50" X 80.50" WOOD +gOA -70.0 PVC t55.0 -55.0 OXO 113,50" X 80.50" WOOD +55.0 -55.0 PVC t55.0 -55.0 TRINITY LrLc3�3S` I NT EA NAY ONA. 150.00" MAX. O.A. FRAME WIDTH. 74.00" MAX. FRAME WIDTH 7piN[7Y 33bfd,5157 5SS WAY 5 ATTIONAL 75" MULLION FEDERAL WAY, WA 99W3 Fit Q53) 977.73 W 74 00" MAX 0 A 37.25" MAX. FRAME WIDTH $ m m C m 1 2 3 1 2 4 z� Mfg 9 9 1 1 1 FN F y V..� W pw U a w,� m Z¢m L)W V p � F a . T 1 V) m 1 2 o V) p Lu p� n 3 3 z 9 1 "a roZ e� �z 0 o v DW& #: FL-20867.1 SHEET: 5 OF 29 FRAME WIDTH 1 2 3 9 9 r x w x w Q�Q LL 1 1 3 1 14 Q 3 /� O 1 1 1 2. 1 0 /� � /� 0 v O _3 1 CONFIGURATION MAX. FRAME DlMEN510N DESIGN PRESSURE (PSF) ALUMINUM ASTRAGAL DESIGN PRESSURE (PSF) PVC ASTRAGAL POSITIVE NEGATIVE POSITIVE NEGATIVE XX 74.00" X 80.50" +55.0 -55.0 +47.0 -47.0 OXXO 150.00" X 80.50" +55.0 -55.0 +47.0 -47.0 6 7 GLAZED DOOR is GLAZED DOOR 11 FIBERGLASS SKIN: 0.079" THICK MIN. s FIBERGLASS SKIN- 0.079" THICK MIN. FOAM CORE: POLYURETHANE FOAM CORE: POLYURETHANE LVL STILE G1 G2 G3 G SEE SHT 8 PVG STILE CAP T1iT77'lY #LASS � //-'FIBERGLASS SKIN �--"2.38" 1.58"-^ iNNTEc,NAT)ONAL +1.58" / / FOAM CORE INTERIOR F.17" l ! } I ! TgINITY33 tS I -S ZOtJA4 1.56" 1 • r , � ' 1- 2" 1, 56" ---{ 1.57" WAY FEDE4aL WAY, WA 98003 +2 ,I r � ; i s � rH. (rD3787D.73D0 �Y -- TOP RAIL g ", 10° SEE DETAIL 2 EXTERIOR LVL LOCK BLOCK 9 1.25" J PVC 02 4 4 1k a QO n 31" PVC STILE CAP LVL STILE ,^.. i' a! w D f.- h a vi � M ' x 1 HORIZONTAL CROSS SECTION 4.14" ?y,y 6 2.38" -- FOAM CORE 4 FIBERGLASS w< o r � m w SKIN im e 35.75 35.75 uT' f0 W J PANEL WIDTH PANEL WIDTH 21" D.L.C. 15.50" D.L,O. LVL LOCK BLOCK pry:: ` r' - �% ` ui v F' ¢ 5 LL o w m � a a _._ ................ ................. ......... _...._...........^........................._.._.._.._........... ............................................_... ...... ........ ..... ....... ........................... _........Lu 0 16.7 5" 5.50" - m INTERIOR O O v 7 SEE SHT 8 (""� Z v 6 0 ~ w X , ` EXTERIOR m O SEE DETAIL 1 0 x � SEE DETAIL 1 W `n wo ' U-1 / DETAIL 1 Z -.,•s^. 0 0 �w oI FIBERGLASS YARN o tiIII o = REINFORCEMENT o o 8.6 i o r r FIBERGLASS SKIN ':.r5 O m " DETAIL 2 LL BOTTOM t m / 35" I-1.56" �. LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO SIGNATURE SERIES 091 LOCK & DEADBOLT COMBO KWIKSET SIGNATURE SERIES 980 LOCK: F-SERIES SCHIAGE DEADBOLT: B60 SERIES RAIL PVC may; 11 IT rjj :Q � ui a� z-' �2 vZ U) WG# c55 D 6 VERTICAL CROSS SECTION wc, #: 67.1 SHEET: 6 OF 29 FIBERGLASS SKIN r-- FOAM CORE 157 -..5.. �LdkS S i LVL STILE SEE DETAIL 1 2r; RF" 3EE SHT 8 INTERIOR EXTERIOR HORIZONTAL CROSS SECTION 7 FIBERGLASS YARN o REINFORCEMENT 0 I FIBERGLASS SKIN DETAIL 1 12 SIDELITE PANEL FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE 78" 1.57" LVL LVL BOTTOM RAIL rIz 11T' OLAS:S NT�F RNATI€>NAI, TRrMM EEA59 INTEPNATIONAI. 3369 "T WAY is TOP RAIL FEMPAL WAY, WA 98003 PH: (263) SM7300 o oo 4 N J m m is a� v�Z JH $ z a 'Z o^ FIBERGLASS SKIN G m� ao vi " ��" In f+ (n z oz � w p ¢ Q P. Eu F ERIOR VERTICAL CROSS SECTION H > LIJ N o u; �Z [)wG FL-20867.1 5HEET: 7 OF 29 STRUCTURAL SILICONE A8 (SEE NOTE 1) ALUMINUM/BUTYL #8 X 1-1/8" SELF SPACER SYSTEM THREADING SCREW 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER ' DUPONT BUTACITE OR ASP INTERLAYER 4 J'•: 1.72" 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS 112" GLASS BITE STRUCTURAL SILICONE..--' (SEE NOTE 1) G1 _GLAZING DETAIL STRUCTURAL SILICONE (SEE NOTE 1) #8 X 1-1/8" SELF MLUmuvumroU ( T L SPACER SYSTEM THREADING SCREW 1/8" ANNEALED -GLASS PVB INTERLAYER DUPONTDUPOBUTACITE OR ASP INTERLAYER " 1.72 1/8"ANNEALED GLASS .� AIR SPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS STRUCTURAL SILICONE .50" GLASS BITE (SEE NOTE 1) G3 GLAZING DETAIL STRUCTURAL SILICONE A8 (SEE NOTE 1) ALUMINUM SPACER #8 X 1-1/$"SELF THREADING SCREW 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ASP INTERLAYER 1.72" '' Z 1/8" ANNEALED GLASS AIR SPACE j 1/8" TEMPERED GLASS 1" O.A. THK GLASS 1/2" GLASS BITE STRUCTURAL SILICONE + (SEE NOTE 1) G2 GLAZING DETAIL STRUCTURAL SILICONE B8 (SEE NOTE 1) #8 X 1-1/8" SELF ALUMINUM SPACER THREADING SCREW 118" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ASP INTERLAYER 1.72"' 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS STRUCTURAL SILICONE .50" GLASS BITE (SEE NOTE 1) G4 GLAZING DETAIL.. --1.50" 1.24" i- � � 1.78" 1" 2.r 1" l -� " NOTE: A8 FLUSH GLAZED FRAME 88 MAHOGANY LITE FRAME 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ASS OR PC/ASA ASS OR PC/ASA TRINITY SIASS ZNTF:RNAnMAL 3365 IST WAY 5 FMCRAI. WAY, WA 9A003 PH: (253)575".7300 Q m e Hjm 5i NQ I99n.. � 01 L*• �qqa Lu Ii C (7zu a'") a w J c a aa. 1 < a id. n w r Q 0 V) 63 ell coZ �N q Q z J U S V Z a DW6 #: FL-20867.1 SHEET: 8 OF 29 EXTERIOR v V v 1-1l4" MIN. EMB (TYP.) INTERIOR VERTICAL CROSS SECTION 9 SHOWN W/ 2X WOOD BUCK EXTERIOR INTERIOR e A 1.1/4"MIN. �.4 „a . EMB (TYP.) •- A 3 VERTICAL CROSS SECTION 9 IN I rKIVK 2 VERTICAL CROSS SECTION 9 SHOWN W/ 1X WOOD BUCK I. 1RIMTY OI.A: J.INTERwTWf-.Lll. 3365 f.'+7 WAY s FEDERAL WAY, WA 98W3 'PN: (8p3) 67677W cz a. of V' 0 a W h = W x u V �U C < J toCJ C m HLr° m o" a Lu g� o w i= W a v z O o LU gy In Will V' OQv= t -20867.1 T)9OF29 rxi�rxr�t c�x.As� iNT&RNATION ALAL V 4 TA2MN filA;; WTEPNATCONAI. 1-1/4"MIN. sALWA,WA9 ' � p � _ u ` EMB (TYP.) FEDEPAL WAY, WA 98W3 '�. . b• .° ` .v °' ° ` EMR (TYR) n ° � � d °` ' °.4 � PH%(M)8MI3PD 4.A 4 A O m $ m co O u�ka (SEE NOTE 1) (SEE NOTE 1) r ~> 4- 0 a m e 3 C 12 J a0 hZo- 1 2 3 �i. a' u, 3¢� 12 EXTERIOR W a a m w Q 1 2 3 L EXTERIOR w I1 INTERIOR 0 INTERIOR VERTICAL CROSS SECTION m VERTICAL CROSS SECTION 1 SHOWN W/ 1X WOOD BUCK V� 0 _ Z O o EXTERIOR INTERIOR w 12 Q� o O . 10 n (SEE NOTE 1) K ° .. � f,.. 4 �.+I 4 1-1/d"MIN. .0.••A�• n ° .d —A EMB (TYP.) LL F„ ° 3 VERTICAL CROSS SECTION ¢ O � '4U � z O o o v WG#; NOTE: DFL-20867:1 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. SHEET: 10 OF 29 W 1 HORIZONTAL CROSS SECTION 1 SHOWN W/ 2X WOOD BUCK 1 _4 IA" AAIAI EN INTERIOR EXTERIOR INTERIOR INTERIO (SEE EXTERIC INTERIO (SEE q E EXTERIOR EXTERIC 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION 1 SHOWN W/ 1X WOOD BUCK 1 SHOWN W/ 1X WOOD BUCK NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 2 HORIZONTAL CROSS SECTION 1 SHOWN W/ 2X WOOD BUCK 1-11A" MIN 11 1_1 IA"^AIN YP) A 1..1 TRTNITY rA A.% WTERNAT?PNAL 3305151WAY 5 fEDERAL WAY, WA')BW3 1114: V031875-73CO p m p A }� Z K L m ti m ti xt ati Z 6 8 ^ J 4F m�xW uH.p N� lmw aG oy a _ 0 a m Hp Z L1J C W �mm F 0 V) z O H LU `) ac 0. LL D m 1 mz �� DWG#: FL-20867.1 SHEET: 11 OF 29 TRINITY GLASS 19 INTERIOR INTERIOR 1 N E i%A i F o N r L 1 2 3 1 2 3 1 2 3 1 2 3 .' TNTNi7Y &LASS XNTEPNATSONAL t S A „i O 33fi5 IST WAY S S '�W. Y FEDERAL WAY. WA 98003 -ws',_�^}L• _ _ ^y i;,:' yJ:."s,.' PH: IZ73) ST5.7300 K 12 5 12 5 0 m� f Oz Z 8 r . 11 L i1F amm x y W w�Cr1/ W q Q O DO Q IIJJJM .jam Q¢ a. �: a .9oui O E p C' E / F (SEE NOTE 1) 6 (SEE NOTE 1) ` 6 EXTERIOR EXTERIOR o HORIZONTAL CROSS SECTION / HORIZONTAL CRASS SECTION m N Z z 1 2 3 INTERIOR 19 1 2 3 H 2021 � , ,`� d S """ W 5 Q S pL,A 12 5 O (SEE NOTE 1) Z 11 7 8 N a 3 HORIZONTAL CROSS SECTION 7 8 EXTERIOR � a L 4 HORIZONTAL CROSS SECTION z 0° eaF _ o$�.x "iz 0 NOTE: DW& #: pp 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.1 5HEET:120F29, (SEE NOTE (SEE NOTE' .HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 13 EXTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 13 INTERIOR EXTERIOR 4 HORIZONTAL CROSS SECTION 1 NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. NOTE 1) E NOTE 1) ra�rrr��x I TERNA TUNITY GLASt: INTERNATIONAL 33651!:Y WAY:; FEDERAL WAY, WA 98003 PH: (253)875-730D o m . m M � vz Z vita Z68 pm< LLay c~i KH C3 Ui C mmW� w ¢ a 10 T co tU F .�..; Z j XLL KF- ao'3 0 DW6 #: FL-20867.1 SHEET: 13 OF 29 1 E SHEET ROCK FURRING 1 HORIZONTAL CROSS SECTION Direct to masonry (5-1/4" min jamb) 7. •: • .d - a. p.. 4 d a zE cv W INTERIOR XTERIOR SHEET ROCK FURRING (SEE NOTE 2)\=/ INTERIOR EXTERIOR 1-1/4" MIN EMB (TYP) SHEET ROCK f - FURRING HORIZONTAL CROSS SECTION 1 Direct to masonry (5-1/4" min jamb) ilI 5 U 'IA (SEE NOTE 1)0 V U r4 EXTERIOR INTERIOR EXTERIOR INTERIOR g VERTICAL CROSS SECTION r4 VERTICAL CROSS SECTION Direct to masonry Direct to masonry (5-1/4" min jamb) (5-1/4" min jamb) NOTE: 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. 2. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. TAINITY JMSS INTERNATWNAI 33691.'Jf WAY .4 FEDERAL WAY, WA 110 PH: (7931 BTO.7300 O WWy G z H B qqO n J QF a �.m m Of j U.:0 0 y Z Ix Ir J ."C t�q 2U) 0 T Zmm �t� H C w 65 s W LJ ¢sT �a 1m a w a lfi. z 00 SHEET ROCK W FURRING w O WW m w XLI- qf" oti 3 SS CZ DWG#: FL-20867.1 SHEET: 14 OF 29 1-1/4" MIN TRINITY GLASS EMB.(TYP) 7 4TE ifl AT3gYAi, 1 2 3 C 0 TRINITY 4(Ais INTpRNATTONN. 336. r"r WAY!' i yr` FEDEPALWAY. WA 98W3 ♦•. •z' & .. D PH: (773) 8Y6730D S X 1-1/4" MIN INTERIOR 5 < z H a 8 C EMB (TYP) 71 F a IA ow o�u SHEET ROCK N y D w v `° kf a s D m z�m m � H FURRING H oLu 'z" . P 4 5 ` EXTERIOR 7 8 1 INTERIOR 0 w uJ B ¢ HORIZONTAL CROSS SECTION m .. • .,1 Z Co q-V SHOWN W! 2X WOOD BUCK l!i ;r;> • 1-1/4" MIN EMB. (TYP) ul p P EXTERIOR j W � 7 g K .. 11 e� ."A ° 1 2 3 C ' a . �` w 1 HORIZONTAL CROSS SECTION Y & 1 Direct to masonry y z (5-1/4" min jamb) INTERIOR ` "s> ��� "i .•" ° '+ A LL L3 m Z n EXTERIOR 7 8 �A o o v= u 2 a � 3 HORIZONTAL CROSS SECTION DCwG #v p L SHOWN W/ 1X WOOD BUCK I L-2Ovv7•1 6HEET:15 OF 29 2X BL IMASONR OPENINI 31.( OX VAX. YP.) °E HINGE DETAIL 2 SEE HINGE DETAIL 1 • 4 � 61, (TYP.) F B G 2X BUCK y 2X BUCK N 1X BUCK / 1X BUCK • P DIRECT TO ° p DIRECT TO • MASONRY MASONRY E L14"(MAX. 1X/2X BUCK TYP. HEAD HINGE DETAIL 1 &.IAMBSDOORFRAME MASONRY OPENING 2X BUCK ONMASONRY 1XBUCKDIRECT TO HINGE DETAIL 2 HINGE JAMB FRAME ANCHORING BUCK ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 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 required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENTANCHOR IT ABUILDEX PCON- 1/4" 1-1/4" 2" 4" ELan ® ULTRACON 1141 1-1/4" 1" 4" I WBIIL'QO TAPCON 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min: 5/8" edge distance, & V o.c. spacing of wood screws to prevent splitting of wood. 2X BUCK 1X BUCK DIRECT TO MASONRY STRIKE PLATE DETAIL 5.50" STRIKE JAMB TRINITY CLASS INTERNARONAI 3365IWV WAYS FEDERAL WAY, WA 98003 PH: (753) 8M.7300 o .0 m � W. M Z68 K V) Q Z k6 .T x Z LL Ho ad oG xu �ma %a m D� _Zm two �y { 0,`�$� m m a w F- a O r 0 inn••- �� � mZ 6�'+n SS..Z O � V Ow&#; FL-20867.1 5HFET:16 of 29 1X/2X BU WAX. YP-). MASONR' OPENINi BUCK ANCHORING CONCRETE ANCHOR NOTES: 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 required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN: MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE- ADJUSTMENT ANCHOR IrBD TWAPCON®x 1/4" 1-1/4" 2" 4" ELCD ULTRAGONG 1/4" 1-1/4" 1" 4" ITW BUILDEX TAPCONO 3116" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. FOR XO, OX & XX CONFIGURATIONS rxt�y�r�r caL�nssl IN T I: H MAT iO'N Ai, TRrN1TV GI.A3:.INigpFlATIONAI. 33651;T' WAY:, FEDERAL WAY, WA !nM3 ' PN: (203191'S�73W O M {mom cccQiii "f i , IX x ¢ 00 4 gym m 'Z w �H m. LZy.�m W UJ z ° ,Swo ao w F- Q' V) z .o j!gli �..• m Z �JJ 171 Z DWG #; FL-20867*I SHEET,17OF 29 SEE HINGE DETAIL 2 SEE HINGE DETAIL 1 HINGE JAMB 1X/2X BU ITaTelf 7 MASONRI OPENING FRAME ANGf1OKWU Masonry construction YP.) AX. YP.) 5.501, STRIKE MULLION CONCRETE ANCHOR NOTES: 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 required to ensure the "MAX ON CENTER" dimensions are not exceeded. 0 2X C ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO.MASONRYEDGE ADJUSTMENT ANCHOR ITTAPCON®BUILDEX 1/4" 1-1/4" 2" 4" ELCO ® ULTRACON im,, 1-1/4" 1" 4" ITW BUILD TAPCO TAPCONN® 3/16" 1-1/4" 3" .. 1-1/2" WOOD SCREW INSTALLATION NOTES: VIEWA A VIEWA-A 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws Head to mullion attachment Head to mullion attachment to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) STRIKE PLATE DETAIL N 2X BUCK 1X BUCK �.DIRECT TO •MASONRY HINGE DETAIL 1 0F 6 G 2X BUCK • N 1X BUCK P DIRECT TO • MASONRY E HINGE DETAIL 2 1$ � 4X VIEW B-B VIEW S-B Sill to mullion attachment Sill to mullion attachment (Standard or Fat Mullion) (Two-piece Fat Mullion) TRrWTY CILA5.5 UMRNATIONAI 336.4 irf WAYS FRIEPAL.WAY, WA 03003 PH: V53) Bro-7300 G aM Z � #a Z d �N a . o �>$ m w� x a=W U d. U W Z3 kI"a 'm (b m Q Z5m w LL g¢� W LL CL y W F- 0 LL(/ T .0 FLF.-� z 0 o H N 8 LLI v, 9X 10, . w ,� Gfgll `• F' m Z J.1t-n 0 V� V 0 S z 0 bw& #: FL-20867.1 SHEET: 18 OF 29 GE I 31.( O.0 SEE HINGE DETAIL 2 1 1 I b• a ° H 2X BUCK ^, L IX BUCK D DIRECT TO MASONRY TYR HEAD W MAX. 1X/2X BUCK - & JAMB$ O.C.(TYP.) DOOR FRAME MASONRY OPENING A i d TYP. SILL • a. HINGE JAMB _ FRAME ANCHORING Masonry Construction CONCRETE ANCHOR NOTES: 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 required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRYEDGE ADJUSTMENT ANCHOR ITW BUILDER TAPCON 1/4" 1-1/4" 2ELCO " 4" 'ULTRACON® 1/4 1-1/4" 1" 4" ITTAPCONPX 3/16" 1-1/4" 3' 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws to prevent splitting of wood. STRIKE PLATE_DETAIL, F 6 ® G 2X BUCK 5.50" N 1X BUCK • —� • P DIRECT TO • MASONRY E HINGE DETAIL 1 F B G 2X BUCK • N 1X BUCK P DIRECT TO • MASONRY STRIKE JAMB E HINGE DETAIL 2 TRMTY 6LASa TNTYRNATTANAI i969 I51' WAY S FEDERAL WAY; WA 98Q03 PH: V53) EM-7300 M 2 a z S7v Zug Q a H>M a �. wh S IV? =u x w o Z 6, z�m kt2 � m LLI ,LL W SmaO E FF-- 0 ��i„ erk PR_.•�� . � �Z c DWG #: FL-20867.1 5HEET:19 OF 29 31.( o.t SEE HINGE DETAIL 2 1GE t CL a' A H 2X BUCK �� A <.. L 1X BUCK D DIRECTTO MASONRY # TYP. HEAD 1X/2X BUCK & JAMBS ASTRAGAL SHOWN 14" MAX. FOR REF ONLY O.C.(TYP.) DOORFRAME MASONRY OPENING A . TYP. SILL B I B l� a ^ HINGE JAMB as '' ° FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITWBUILDOX TAPCONULTRACONm 1/4" 1-1/4' 2" 4" ELCO 1/4" 1-1/4" 1" 4" rcTABUILDE PCONOx 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. G 22 VIEW A A Astragal Strike @ Head II 5.50" ASTRAGAL STRIKE DETAIL 1 QG 2X BUCK 1XBUCK DIRECT TO MASONRY HINGE DETAIL 1 0 F 6 G 2X BUCK • N 1X BUCK • P DIRECT TO • MASONRY E HINGE DETAIL 2 R 23 0 VIEWS-8 Astragal Strike @ Sill EiLINEEY G I NTFAN.AT( TRINITY G(AS`a INTFANAR(1NA( 956 9 "T WAY -S FEMOAL WAY, WA 98W3 PM: (203)8T173W O Oa M Z Zn n H �N 1 S M Nm.� 5 H O Z. S W x Q S u GmK t�uu Q lL LL Q SC< F' w a°m� � F a ,p Cf�Hll 1��•• m m Z wJ N V z 00 3� VS �Z 0 I)wG#: FL=20867.1 5HEET:20OF 29 r. 1X/2X BU MASONR' OPENINf BUCK ANCHORING CONCRETE ANCHOR NOTES: 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 required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2, Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN, CLEARANCE TO MASONRYEDGE MIN CLEARANCE TO ADJUSTMENTANCHOR ITW BUILDEX 1/4" 1-1/4 " ,. 2 - 4 I'TAPCON© ELCO ULTRACON 1/4I' 1-1/4" 1" 4" 17T PCON " 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. MAX. YP.) FOR OXO CONFIGURATIONS 1�iN]LfY cox. ,^. T.F_PNATi(y TRINITY GLASS UMPNARONAI. 33651ST WAY 1 FEDEPAI, WAY, WA 43WQ3 PM: (?63) SM73W Sys v'ni V,. M Bata x Z a i� 7 a N ah N m sU. a is a X �me m.H7gy� w ¢ w F a PR 2 Vz )wG #: FL-20867.1 5"EET:21 OF 29 �t SEE HINGE DETAIL 1 31.00" MAX. O.G. (TYP.) 1X/2X BU DOOR FR1 � J� � MASONRY SEE HINGE OPENINC DETAIL 2 HINGE MULLION ' (TYP.) STRIKE PLATE DETAIL YP.) F 6 G RIKE MULLION O E CONCRETE ANCHOR NOTES: HINGE DETAIL 2 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors 94 96 97 may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. O 2X L0 AY / 2X ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRYEDGE ADJUSTMENT ANCHOR ITwBX APcvN0 1/4" 1-1/411 2" 4" ELCO,ULTRACON® 1/4" 1-1/4" 1" 4" ITTAPCON®x 3/16" 1-1/4" 3" 1-1/2" rnnin� nir3.ny�>r�raa Masonry construction 141617 18 WOOD SCREW INSTALLATION NOTES: VIEWA-A VIEWA-A VIEWB-B 1. Maintain a min. 5/8" edge distance, & 1" o.c..spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) EIR TRINITY GLA6f TNTERNAl2pNA1 336510 WAY S FEDEPAL WAY, WA 48003 PN:.(i113)876.1300 oO to IX 4 2 M U$ta pp n a F 1 } m. W h S = W x u Q �me Wo� E. a�D Z m a �.1c. %i W Swo CO 0 - s ® a 1$ •o � 11mZW.,� �v i2 k04X 2 VIEW B-B DwG # Sill to mullion attachment FL-20867.1 (Two-piece Fat Mullion) 5HEET:22 of '29 GL 31.( o.c ISEE HINGE DETAIL 2 , ,..1GE 1 1X/2X BU DOOR FRE MASONRN OPENING HINGE JAMB FKAMC ANGHVKINU Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor loactions noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRYEDGE AOJU$TMENTANCHOR ITW BUILDER TAPCON® 1/4" 1-1/4" 2" 4" ELCO ULTRACON° 1/4" 1-1/4" 1" 4" BUILDE TAPCONmx 3/16" 1-1/4:" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. (TYP.) ax. STRIKE PLATE DETAIL YP.) F 6 ® � G 5.50" E HINGE DETAIL 1 &JE 6 G STRIKE JAMB HINGE DETAIL 2 NA1.1 TRINITY GIA6S INTERNATIONAL, 3A651!i7' WAY 5 FEDERAL WAY; WA ADO PH:(753)875-730U. " pO O � Z MoS v I°Smy S = W O v z C ¢ = �m� at; �� w. Co2¢m m O�� , 5wo x 1y ff w H a ,a Tull il�• W K� m yLZL qF G DWG #: FL-20867.1 SHEET:23OF 29 Ii "i 1X12X Bl MASONR OPENIN CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as"MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRYEOGE ADJUSTMENT ANCHOR ITW BUILDEEX TAPCON 1/4" 1-1/4" 2" 4" ULIEHACONO 1/4" 1-1/4" 1" 4" IT APBUIL OONDIX 3116" 1-114" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 6/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. FOR OXXO CONFIGURATIONS AAX. YP.) TRINITY 64AS.`, TNTEPNAM"I 3365 ZT WAY s FEDEPAL WAY, WA 98003 PH: (273) BMT300 Q t0 o°qqR N Z Z7kgaq H O y WH O m S ou u. Q � to m U H e w 2 � �^•� tall ,��m7 m w p O . b LL p !i v _S �Z O p V DWG#: FL-20867.1 s"EET:240F 29 SEE HINGE DETAIL 1 ,. n 4 4.1 �I 14" 4 4—II 6° (TYP.) 4. 31.00" MAX. O.C. (TYP:) 1 X/2X BUCK . DOORFRAMES MASONRY OPENING ISEE.HI DETI HINGE JAMB )2X BUCK )IXBUCK DIRECT TO MASONRY TYP.HEAD & JAMBS TYP. SILL Ii1 FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 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 required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITWBUILDEX TAPCON 1/4" 1-1/4" 2" 4" ELCO ® ULTRACON 1/4" 1-1/4" 1'" 4" IIWBUILDEX TAPCONe 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. ASTRAGAL SHOWN FOR REF ONLY BIB ii i1 li T1 F p 22 6 G • 0 • • E VIEW A -A HINGE DETAIL 1 Astragal Strike @ Head CF R 23 6 G • • ` � E VIEW B-B HINGE DETAIL 2 Astragal Strike @ Sill 6" W MAX. O.C.(TYP.) I'oiLINITY [3I.Aus NTFFINATIONAL TRIMTY C"'SS INTERNATTONAI. 336515T WAY S FEDERAL WAY, WA 98W3 PN: (253)"707JW 0 m 4 z m v#v .R a H>$ �N O Na J w l- x z W f O Z pwU {of- m Zgm N4 •• LL U, a r aF- a ASTRAGAL STRIKE DETAIL 1 63 m co �,. m Z -J -1 Y U � a DWG #: FL-20867.1 SHEET: 250F 29 MATERIAL: STEEL 5.25" N N SIDE & HEAD JAMBS (5-114" or larger) MATERIAL: WOOD SIDE & HEAD JAMBS 2 MATERIAL: PVC DO4.56" �- 5.25" o 9SIDE $ HEAD JAMBS n OUTSWING SILL (5-1/4" or larger) ALUMINUM WITH PVC SUBSTRATE MATERIAL: PVC SIDE & HEAD JAMBS ? MATERIAL: WOOD 4.56° 1.22"cq -� in 5 N ,�,>..,,,r •r. �. �--- 2.44" 3 SIDE & HEAD JAMBS MATERIAL: PVC 9 SILL KEY DETAIL OPTIONAL R TRINITY 61.135 INTEAWY10NAI. A3¢9Ir,T WAY s FEDERAL WAY, WA 93P03 PH: (763) SM-73OU z u�tv Za8 S N ~gy m 2 ro HO a �wU av p �pmQ � H ui W Smo z O W N a N a 1 m Ii; ^ � =S Z o o V DWG #, FL-20867.1 SHEET! 2b of 29 q� OUTSWING SIDELITE SPACER ..... . ....... -- ... . .. ....... ...... ... ........ ... SPACER ....... MATERIAL: PVC 1.09, — —.58" 0 O. u— o a 2.00" MULLION BASE KIT OPTIONAL URETHANE 4.56" 0 STANDARD MULLION ('4�MATERIAL. WOOD STANDARD MULLION V.V MATERIAL: PVC FAT MULLION MATERIAL: PVC SECTION A -A RETHANE GLUE TWO-PIECE -FAT" MULLION V.:V MATERIAL: PVC PH S (4 NEAR SIDE) 78-xl 1"/-'VU 4" PRH WS (4 FAR SIDE) I TRrNM6LA35 INTSMATrONAI 33691r'TWAY ' FEDERAL WAY, WA 98W3 PH: (m) UM1300 Z' ol �b Z' A3 ud w l< 110111. u- * - 1'*3: � p'?-O U) ows FL-20867.1 5HEET:270F 29 19.63" oo—T SLIDE BOLT ROD STEEL I---� 1.63" TOP BOLT RETAINER 9-3/4" ALUMINUM BOLT RETAINER SLIDE BOLT ROD 2.65" ALUMINUM ASTRAGAL ��1.75'-' VIEWA-A Aluminum Astragal Assembly LATCH (BLIND HOLE) SCREW LOCATIONS (TYP.) DEAD BOLT(THRU HOLE) 0 2.75" 3.75" -- 2,50" 3.63" — 10.50" 18-75" 18.50" 26.75" 26.50" Q. O OI O O "o• O m ALUMINUM ASTRAGAL 20 6'8 Aluminum Astragal by Endura Products 2 _I 7.84" —� { to • I SCREW LOCATIONS (TYP.) T . o� FLUSHBOLT BAR Diecast Zino 0 CQ 20.25" 0 ® 32.25" —� 43.62" FLUSHBOLT PI DEADBOLT (THRU HOLE) Diecast Zinc co 3.38" 1,44" -�- VIEW B-B PVC Astragal Assembly 5.50" 33.13" PVC ASTRAGAL � 6'8 PVC Astragal by Trinity � 1.38" � 20.25" M LATCH (THRU HOLE) p m TRINITY GLA fh ('EE3(-I,AYi f)N ' 2.50" TAWITY. rLASST TI;AwTIOWI. 336E 1GT WAYS FEDEPAL WAY, WA 9WO3 PH: (]03)SM730D m X z W ~ m mh O 0='Li x kl c°i m Z�� W,! ��•. � pq• pp lL � w •' t- e a (f) z Q z0' �p W V) ix n `nil ;•c>� t ~ -� t�� �d • o " N .,,( � jj W uer �OR IQz U2 MG FL-20867.1 5HEET:28OF 29 TFtI_NITY Q3LASa NT F:RNA T I Q N A t, 1RINITY 61a;:'+ TNTy, Wn0NAj. SSM15 L•:T WAY s FEDEPAL WAY, WA Pep03 PH: (�tlJ) 8T17JW BILL o g N J to5 1% IN, Lu w �0 LL O lD F' ro m m Z# O n J m 2 d J pT E. d<U �, cc e m z He ^, w -A Kc a wo w m z LLJ H a. m Z p cd5 w a d z _+ O� e LL •,�� y PRO ���'' o p I J 0 m Z Y LL = 131 J h 4 DWG #: FL-20867.1 SHEET:2AQF 29 OF MATERIAL ITEM # DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD...... C 1!4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E #9 X 3/4" PFH WS STEEL F #9 X 1" PFH WS STEEL G #9 X 2-1/4" PFH WS STEEL H #10 X 2-1/2" PFH WS STEEL I #8 X 2" PFH WS STEEL J #8 X 1-1/4" DRYWALL SCREW STEEL K MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL M 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL N 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL O #8 X 2-1/2" PFH WS STEEL P 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL Q #8 X 1" PFH WS STEEL R 3/16" X 2-314" PFH ELCO OR ITW CONCRETE SCREW STEEL S #10 X 3"PFH W5 STEEL 1 JAMB (FINGER -JOINT PINE - SG>=0.42) WOOD 1A JAMB (FINGER -JOINT PINE - SG>=0.42) WOOD 2 JAMB PVC 2A JAMB PVC 3 JAMB PVC 5 WEATHER STRIP QEBD650 Q-LON - 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 10 OUTSWING SILL -ALUMINUM WITH PVC SUBSTRATE ALUM./PVC 11 DOOR PANEL -SEE DOOR PANEL CONSTRUCTION DETAILS SHEET - 12 SIDELITE PANEL -SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET - 13 OUTSWING SIDELITE SPACER PVC 14 STANDARD MULLION (FINGER JOINT PINE SG>=0.42) WOOD 15 MULLION BASE KIT PC/ASA 16 STANDARD MULLION PVC 17 "FAT" MULLION PVC 18 TWO-PIECE "FAT" MULLION PVC 19 1X MULLION.. _ WOOD 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 21 PVC ASTRAGAL BY TRINITY PVC 22 ASTRAGAL STRIKE @HEAD STEEL 23 ASTRAGAL STRIKE @SILL STEEL BUILDING DROPS A A Perfect Solution in Every Drop Certificate of Authorization: 29578 RECENED 398 E Dania Beach Blvd. AUG 3 0 2021 Suite 338 st, Lucie County Dania Beach, FL 33004 Pwrnittino 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Trinity Glass International "6'8" Glazed Fiberglass Door Ontswing" (Impact) for Florida Product Approval. FL# FL20867, Report No. 4418 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-70867. I Prepared For: Trini%, Glass International 33625 V Way S Federal Way, WA 98003 Prepared by: Hermes F. Norero, P.F. Florida Professional Engineer # 73778 Date: 07/25/2016 Contents: Evaluation Report Pages 1 —4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2016.08.2614.47:07 -04'00' - S F. O 1�1 7 ��` .••' ....0•'GNP Hermes��!Fkil�I�o� P.E. Florida No. 73778 BUILDING DROPS -' A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Trinity Glass International Exterior Door Swinging Exterior Door Assemblies State Product Approval Method (1)(d) Glazed Fiberglass Door Outswing (Impact) Date: 07/25/2016 Report No: 4418 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. Limits of Use: 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. 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. S. 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 uK A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 07/25/2016 Report No: 4418 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 #; TEL 01370210, Report#: TEL 01470437, Report #: TEL 04251336, Report #: TEL 01370079, Report #: TEL 02010411, Report #: TEL 02010412, Report #: TEL 08-01370020, Report Date: 10/01/2008 Report Date:12/21/2009 Report Date: 11/30/2011 Report Date: 05/05/2015 Report Date:12/05/2008 Report Date: 10/11/2011 Report Date: 10/11/2011 Report Date: 06/10/2008 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 0 A Date: 07/25/2016 A Perfect Solution in Every Drop Certificate of Authorization.,29578 Report No: 4418 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