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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORFlorida Building Code Online t; s BCIS Home LOU11 Use! Regisvntion Hot Topics Subn!it Sutchertie. Siats& r---. Approval •>ublic User https://wwfloridab wuilding.org/pr/pr_app_dtl.asp... •'+t•mr rxl \i,r=.t•uli. x,l'> !,II(nri!• > Application Detail FL4 FL20867-R1 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived a %_�aFBt iR(fnn 7 V OF0W S 6 a W 1E COUNTY Y ®CC RECEIVED AUG 2 0 202? Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S ' Permitting Department Federal Way, WA 98003 St. Lucie County (253) 875-7300. Authorized Signature Technical Representative Acldress/P h one/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who de, Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code andrewn@trinityglass.com Andrew Na andrewn@trinityglass.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Archi Engineer Evaluation Report - Hardcopy Received !d the Evaluation Hermes F. Norero, P.E- PE-73778 12/31/2020 Locke Bowden P.E. Validation Checklist - Hardcopy Received FL20867 R1 COI COI Trinity SS 2016-08 26 oclf Standard AAMA 1304 ASTM E263 ASTM E330 ASTM E331 TAS 201 TAS 202 TAS 203 c()ntracItor or a Licensed Florida Professional Year 2002 2004 2002 2000 1994 1994 1994 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. L of 3 I 1 3/2/20, 14:57 Flcrida Code Online https://wwwfloridabuilding.org/pr/pr_app_dtl.asp... 1 BC's Home _ob r uses Ha Topics Submi Sutcharpe Srnts 6 Facts Publications Cwtaci Us 9C:S Site Map Li•ks Seatcl- -,Product Approval FUSER'. Mk User rat M. ,.0 , ry.F• m i J >L.L du an. > Appiicali m Datail FL 4 FL20867-R1 Application Type Affirmation Code Version 2017 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@thnkyglass.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 develop d the Evaluation Hermes F. Norero. RE. 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 FI 20867 R1 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my products) are in compliance with the new Florida Building Code. cf 1 1 3/2/20, 14:57 Flcric?a Buildinj Code Online I https://www.floridabuilding.org/pr/pr_app_dtl.asp... 2 of 3 Documentation from approved Evaluation or Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Entity Yes No N/A FL20867CDC SA20867 SS 2017 10 rjg r,nf Method 1 Option D 10110/2017 10/10/2017 10/15/2017 FL n Model, Numb r or Name Description 20867.1 a. Fiberglass r 6-8 Glazed "Impact" Fiberglass Door - Outswing Limits of Use installation Instructions FI 20817 Rl II FL 20a67 1 SS 2016 08 26.nclf Approved for use in HVH Approved for use Verified By. Hermes F. Norero FL P.E. #73778 Impact Resistant Created by Independent Third Party: Yes Design Pressure: A Evaluation Reports Other: See Installation Instructions, FL-20867.. and Evaluation Report. 4 o f PER4418, for design pressures, sizes, configur tans, installation reated by independent Third Party: Yes requirements. and limits of use. 20867.2 b. Fiberglass D 3or 6-8 Opaque "Impact" Fiberglass Door Ounswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 RS II FL 20667.2 SS 2016 Oa 26.pdf 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. , and Evaluation Report. FL20867 RI AE PER4419 SS 2016 02 Dil PER4419, for design pressures, sizes. configur itions. installation Created by Independent Third Party. Yes requirements. and limits of use. 20867.3 C. Fiberglass D or 6-8 Glazed "Non -Impact" Fiberglass Door - Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI, 0867 RS II FL20 67.3 SS 2016 10 184ldf 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. , and Evaluation Report, FI 20867 R1 AE PER-142 SS 2016 08 06.pclf PER4420, for design pressures, saes. configur ttions. installation Created by Independent Third Parry: Yes requirements. and limits of use. 20867.4 d. Fiberglass D r 6-8 Opaque "Non -Impact" Fiberglass Door Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 Rl II FL 20,:67.4 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 Parry: Yes Design Pressure: NIA Evaluation Reports Other: See Installation Instructions, FL-20867.. and Evaluation Report. PL20867 RI AE PER4421 SS 2016 08 06.ndf PER4421, for design pressures. sizes, configuri tions. installation Created by Independent Third Party Yes requirements. and limits of use. 20867.5 e. Fiberglass D r 8-0 GWed "Non -Impact" Fiberglass Door Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 RI 11 FL 20?67 5 SS 2016 10 18 ndf 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. , and Evaluation Report. FL20867 R1 AE PER-1422 SS 2016 06 06.ndf PER4422. for design pressures, sizes, configurations. installation Created by Independent Third Party: Yes requirements. and limits of use. 20867.6 f. Fiberglass Dc or 8-0 Opaque "Non -Impact" Fiberglass Door - Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 RS II FL-20F67.6 SS 2016 10 18.2df 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. , anti Evaluation Report. FL20867 RI AE PER-1423 SS 2016 0806.pdf PER4423, for design pressures, saes. configur ' ns, installation Created by Independent Third Party. Yes requirements. and limits of use. Back N tntay Us '.: 2601 New Stone Road, Tallahassee FL 32399 Phone: 850-487,1924 The State or Florian is an AA/EEO o ruployer. Coovnohi 2007-2013 Stare of gpide.:: Privacy Statement Accessibility Statement Refund Staten ert Untie, =lo tea lawem;id addresses are public records. If you do no wart your e-mail address released in response to a public -records request. do not sero elecrioric mail to tFis emiry. rucso. rrrtn-t 3/2/20, 11_:57 Flcric.a Buildirta Code Online https://www.floridabuilding.org/pr/pr_app_dtl.asp... the office by phone or by tradmonal mail. If you have any fluestions. please contact 850.d87.1395. -Pursuant to Section 455275(1). Florida Statutes, elfacpve October 1. 2012. licensees licensed hide" Chapter 455. F.S. must provide the Department wnh an mail address if they have one. The !mails provided may be used for official commurapaton with the licensee. Howeve- !mall addresses are public record. It ycu do rot wish to supply a personal adtl ess. please provide the Department with an email address which can be made available to the public. To determine It you are a licensee uncle' Chapter 455. F S.. please Clock here . Product Approwl Accepts: © � ® EE M IRsecuritrlC iETRI 3 cf 3 1 1 3/2/20, 1z_:57 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 Or THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1121NCH (I.E.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF V16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. MINIMUM NiO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2' MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE DISTANCE OF 3/4' SHALL BE MAINTAINED. 6. THROUGH FRAME: FOR INSTALLATION INTO CONCRETEIMASONRY USE 1/4' ITW TAPCONS OR 1/4' ELCO ULTRACONS OR 3116' ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4' MINIMUM EMBEDMENT INTO CONCRETEIMASONRY. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 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. B. CONCRETE - MINIMUM 3000 PSI COMPRESSIVE STRENGTH C. HOLLOWIGROUT FILLED CMU - STRENGTH CONFORMANCE TO ASTM C90, MIN. Fm = 2000 PSI. Trinity Glass International GLAZED FIBERGLASS DOOR IMPACT 0UTSWING 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: • TAS 201-94 TAB 202-94 • TAS 203-94 ANTRA • 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. 1 X 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 3 Typical elevations, design pressures 4 Typical elevations, design pressures 5 Typical elevations, design pressures 6 Door anel construction details 7 Sidelite panel construction details 8 Glazing details 9 Vertical cross sections 10 Vertical cross 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, P. Reason:I am approving this document TR{4117Y CiLASS nIMM GLASS MTERNAT70NAL 3365 UST WAY S FEDERAL WAY. WA 9WM PH.(253) 675. 7300 w O0 '^ M o aM NQb 13 0 -J h�� wt Z Z 4 x O i -J Q V H Q N ` W ww m <m m HHM ��AA W W 0!H i�0Z at e 0 P H LU /m i �)M Q V) Z O H,^^ Z vI H H U ULi 0. 0 � '• % H' (c Y V •• F mcow� a ^ J = a:U Z O p V DWG #: FL-208b7.1 SHEET: 1 OF 29 FRAME WIDTH FRAME WIDTH 1 a RINi Y5IN ERNA TONAI 9 9 1 ee l� J]5515, WAY 5 336 FEDERAL WAY. WA 98003 PH (i53)875 73M m ¢w Q ZON 6aOga S 1 / w J oww�Jo3 = i u )l c¢iw w �Z w x d mwo a 1 = w F �n F W aD cm f a a 1 W O 1 � 1 o O 2 O 2 a m o co 3 3 1 1 Z z o � � H U LLl n _ • (� W O 3 3 9 9 d z DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE ke .o e LL � u `• .> to �; z o W T 11 cofL J 1 V 00 h 3 ' Z "= NZ 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 TRP,ii": fi.A 5 74.75" MAX. O.A. 112.00" MAX. O.A. 1 2 3 1 2 4 1 2 3 1 2 4 9 9 4 1 1 } 9 9 4 1 1 1 TRINITY GL4551 NTERNATIONAL 3365 IST WAYS FEDERAL WAY WA 9&V3 PH (253)875 7300 o � m Z LLJ l tt C $ JLu WC) 1 Lu a V J Z �wV m < w m w< W T Qfn 0 F' W U o o21 S UJ z S C� Y t IJ ,, a co 2af d } w a 2 4 14 4 1 2 0 } a } 11 1 2 r m 0 3 1 } N Ili ILI 1-4z V) r- H U LU w 3 3 3 3 g 1 9 1 0 z CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL Alit z �d...... ° cow� 0 o v Z DWG #: FL-20867.1 : SHEET3 OF 29 MAX. CONFIGURATION FRAME JAMB 8 MULLION TYPE 75.50"MAX. O.A. 113.50"MAX. O.A. FRA44r: lAlinTW ��^'ce. :=c.;_ s ou FRAME WIDTH —I — 75" MULLION — .!5" MULLIUN 37.50" MAX. 37.25" MAX. 37.50" MAX. 37.25" MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH TRINrn ALASbrNTERNATIp Ai 33691ST WAY 5 1 2 3 1 2 4 1 2 3 1 2 4 1 1 1 FEDERAL WAY, WA 9SW3 PM "5j)A?'-r.an 9 9 4 1 1 1 9 9 4 � m � g � aW � ZoS a N� < o� -_.__... m 7 Q Lu O > w Q v LL z _ G tW z ( T �mw o / « JOD 2 N Nm a W W O i Z � � On co w w W w u- O w LL O /� O 4 0 2 4 c LL '� 1 /� 4 p 1 4 O 1 2 l� m 1 2 0 1 z 3 1 C $ 1 m H z f\--1 / V W/w MAX. CONFIGURATION FRAME JAMB & MULLION TYPE DESIGN PRESSURE (PSF) 01 o z : uj DIMENSION POSITIVE NEGATIVE`Z LL F _r --- _ �oWOO +60.0 -70.0 , OX/XO 75.50" X 80.50" CD PVC of �' o m m N WOOD +55.0 -55.0 OXO 113.50" X 80.50" PVC +55.0 .55.0 a o 3 v Q z O DW& #: FL-20867.1 SHEET: 4 OF 29 — LVL STILE G1 G2 G3 G4 i� FIBERGLASS SKIN SEE SHT 8 FOAM CORC INTERIOR I I 1.56" 1.22" S 101,- SEE DETAIL 2 J 31 I— PVC STILE CAP 35.75 PANEL WIDTH - 21" D.L.O. — c1 6 — w O = J SEE DETAIL 1 J Q w Uj Qa tD 0 C, 15.50 8.1" -� � � 6.2„ 2 6 GLAZED DOOR U FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE. POLYURETHANE Tw EXTERIOR 1g„ y __ LVL LOCK BLOCK LVL STILE --/ 6 HORIZONTAL CROSS SECTION 4.14" 2.38" -- I 35.75 PANEL WIDTH 5.66" } 16.75" 5.50" O W m SEE Z DETAIL 1 a a al , 0 In GLAZED DOOR U FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE -POLYURETHANE � PVC STILE CAP 1.22" � 1 ' TNITY({ASS INTEFNARON4 ]3E5 15T WAY 5 �l FEOERA! WAY. W. 9"3 - -yl 1.5!" 1— H(253187573M 0/} I TOP RAIL o �^ 1.25" PVC a v u ppa a 0/0 K 2 0 q m a m5 RZ FOAM CORE ' /� FIBERGLASS w o O. v m w SKIN q o o m z H m • �� o� 4 oZe m LVL LOCK ' z (x J o ~ w O -K j�e BLOCKLL, c P o DETAIL 1 Z ati Y FIBERGLASS YARN o = REINFORCEMENT o !- J- } FIBERGLASS SKIN DETAIL 2 LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK 8 DEADBOLT COMBO SIGNATURE SERIES 991 KWIKSET LOCK 8 DEADBOLT COMBO SIGNATURE SERIES 980 SCHLAGE LOCK: F-SERIES DEADBOLT: B60 SERIES INTERIOR V) Z zo a_ w 4 . 01BOTTOM `iN ^ 0 o. V. !~ r cLLn z` RAIL PVC �d.�;y,.. 1 E � a I> m CO Z J to Z DWG #: FL-20867.1 VERTICAL CROSS SECTION SHEET: L OF 29 FIBERGLASS SKIN G G G3G Tn2INITY GLASS -- .78" -- SEE SHT8 7 " NrFr,NAr , u� FOAM COREI INTERIOR 1{ + , rJ 1.57" iR:NTry S T T[ONAL 1.57" 1.57" f LVL TOP RAIL 3365 IST WAY 5 FEDERAL WAY WA 90033 J 1.25" PH: (253)$75730D m LVL STILE SEE DETAIL 1— EXTERIOR LVL STILE , J z J � 6 14 t �: FIBERGLASS SKIN N z o ` a 6 Q HORIZONTAL CROSS SECTION �' '^:,:� w z 35.65" FOAM CORE '' k`` `i''. N ` w 5 m ` ,�, m PANEL WIDTH +';: ^,<,.;;+ `� c p p z Lu — 21' D.L.O. — ;L >'` k.; w p a x 03 FIBERGLASS YARN '"�:'' ✓•'' v mwa w m o REINFORCEMENT ` " ' a c) m 0 FIBERGLASS SKIN INTERIOR T co G G ©� (n ' DETAIL 1 SEE SHT 8 Z O 1 EXTERIOR z 7 V) w p > °C u 2 ui ,.; Lu w 0 ' 2 O10.5"w L4— LL fLVL BOTTOM RAILF If1.57" ��* PO 6.2" o r 2 �v a°�,�mZ J� 7 Z VERTICAL CROSS SECTION p o o u n SIDELITE PANEL F2 OwG u: FIBERGLASS SKIN: 0.079" THICK MIN. FL-20867.1 FOAM CORE: POLYURETHANE SHEET 7 OF 29 STRUCTURAL SILICONE AS STRUCTURAL SILICONE A8 (SEE NOTE 1) (SEE NOTE 1) ALUMINUM/BUTYL ALUMINUM SPACER #8 X 1-1/8" SELF SPACER SYSTEM #8 X 1-1/8" SELF THREADING SCREW 1/8" ANNEALED GLASS THREADING SCREW 1/8" ANNEALED GLASS T¢INTTY 6.A5$ 0.090" PVB INTERLAYER 0.090" PVB INTERLAYER .'NATTONAI »oe IST , WA n FEJE4ALWAv WA 96003 vH asTl ersaTw 1 DUPONT BUTACITE OR ABP INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1.72" 1/8" ANNEALED GLASS 1.72" 118" ANNEALED GLASS o -- -- AIR SPACE I AIR SPACE N Z y Z o g ? >n 1/8" TEMPERED GLASS 1/8" TEMPERED GLASS w F d = LL x 1" O.A. THK GLASS 1" O.A. THK GLASS LL o 0 o w —1/2"GLASS BITE —1/2" GLASS BITE N v Z m< m J STRUCTURAL SILICONE STRUCTURAL SILICONE `�� w o c H SEE NOTE 1 ( ) GLAZING DETAIL (SEE NOTE 1) G2 GLAZING DETAIL c� of H o Z w m � x �Ma STRUCTURAL SILICONE STRUCTURAL SILICONE Q B8 O (SEE NOTE 1) B8 (SEE NOTE 1) #8 X 1-1/8" SELF ALUMINUM/BUTYL #8 X 1-1/8" SELF ALUMINUM SPACER m THREADING SCREW SPACER SYSTEM THREADING SCREW Z 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS O 0.090" PVB INTERLAYER 0.090" PVB INTERLAYER o DUPONT BUTACITE OR ABP INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1.72" 1/8" ANNEALED GLASS 1.72 1/8" ANNEALED GLASS > u AIR SPACE 1 AIR SPACE / Cli w a 1/8" TEMPERED GLASS 1/8" TEMPERED GLASS 1" O.A. THK GLASS 1" O.A. THK GLASS STRUCTURAL SILICONE y —.50" GLASS SITE y STRUCTURAL SILICONE .50" GLASS BITE p (SEE NOTE 1) (SEE NOTE 1) Z G3 GLAZING DETAIL G4 GLAZING DETAIL �. 1 1.24" - :� L: I�t- y Lj _ ' z�j 1. 78" 1#" 2.52" 1("pRDF`�.� 1 , � I ZlZL Q F- a� 0 3J o __ v uZ DWG #: FL-20867.1 NOTE: FLUSH GLAZED FRAME MAHOGANY LITE FRAME- AS - Ba - ---- - - - 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ABS OR PC/ASA ABS OR PC/ASA SHEET: 8 OF 29 Ti--"NITY CLASS K D \/ \ TRINITY µA55MTfR n0WAL e . a o a • 1 o a I 336515T WAY 5 fEDENAL WAY. WA NW3 < - v • I a ° 0 1-1l4" MIN. rN. (S531 a75 7300 , a . • �' • 1-114" MIN. •' y EMB (IITYP.) a '' o • EMB (TYP.) { o o a v e 1 2 ao M ro 1 - o O U 1ta B O \ N Z ¢ U H p Lou n N N�m aU co IX C ca C U uj e i1 1 2 3 Lu 5wa a EXTERIOR d t f 1 2 3 L N 5 0 5 WINTERIOR INTERIOR T co V) 2 VERTICAL CROSS SECTION Z VERTICAL CROSS SECTION s SHOWN W! 1X WOOD BUCK C) 9 SHOWN W/ 2X WOOD BUCK C) l� ^ N L/j/Lu INTERIOR EXTERIOR 5 11 10 O z D J0 �<' ,.• �i KaY>< , s •" 1-114-MIN. EMB (TYP.).•' '. T � a0 m 2 J o� o 3J a =_ v �z nwr u: VERTICAL CROSS SECTION s FL-20867.1 SHEET 9 of 29 K D K • • v . a b b > a 1-1/4'MIN. TCINITv GLASS INTEFNATiO" aass i,I WAY ° ° 1-114` MIN. ' >° • b EMS (TYP.) FEDEML WAY WA %W3 •' ; b . b +' EMS (TYP.) b • ° . . + °v vM (zsn ero 7300 a O o i o t m l Y b+ 8 A _ -- -1�- oz Fri ID (SEE NOTE 1) \l H p N of < = LL (SEE NOTE 1) r s o v m< C 12 1 2 3 J Z EXTERIOR Lu z< D o a 12 1 2 3 L > Lu co or 0 EXTERIOR INTERIOR � 0 INTERIOR 2 VERTICAL CROSS SECTION m 1 VERTICAL CROSS SECTION 0 SHOWN Wl IXWOOD BUCK Lo Z 10 (D hl z H > d EXTERIOR INTERIOR f2 DC � 0 f0 (SEE NOTE 1) o z 13 p;= D + i K •.� a ... � Y.r �j'pq .s.., ' 1-1/4'MIN. EM9 ,Z."f,p��i�Y�� .4 .• _ • .. n (TYP.) .. . :d .. ��. �iZV~l.� O T � 3 VERTICAL CROSS SECTION o 0 3_ 0 z 10 u: NOTE: FL-2086%.SI 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. SHEET l0 OF 2(1 1-114" MIN 1-1/4" MIN EMB. (TYP) EMB. (TYP) LFL11,YYY vLA', i • • C/ 1 2 3 1 2 3 C °- • E H H - ° TRINITY µASS iNTERNATICNA.. 33651ST WAY S D a 6� FEDERAL WAY, WA "007 VW Vs 73m !!! S INTERIOR • 11 INTERIOR 11 o iZ M vit H0 rj - • • o � ID Q m Na Ix H w 2 0' uj LL <o =p b am m z,La �'yr' • �. ?�.. .• uj CC N D < i ca • (SEE NOTE 1) Lu �aa zc~ii F a — — - EXTERI - Mo B E B B a Lu > 0° 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION SHOWN W/LX WOOD BUCK SHOWN W/ 2X WOOD BUCK z MIN 1-1/4" MIN EMB.MB. (TYP) EMB. (TYP) )--1 Z 0 •'4 C 1 2 3 •A 1 2 3 C °• o Lu :a . 5 INTERIOR INTERIOR 11 '' ''' °• 2 /A .... N�� mb O, yx p (SEE NOTE 1) ` ° �+ < ' m > co Z LL v) A EXTERIOR E 6 EXTERIOR A o Z J Y lL IQ_ _ �n Z 3 HORIZONTAL CROSS SECTION q HORIZONTAL CROSS SECTION F u FL-20867.1 SHOWN W/ I WOOD BUCK 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. SHEET: 11 OF 29 INTERIOR S S 0 0 TRINny PLASS INTBWATIONAL 3365 IST WAY S FEDERAL WAY WA 9M3 PH (M) 875 73W 12 Q7, 5 12 5 0 .0 c) > ca I z L) D 0 Lu 0 U) CA --CIE 0 G 0 G umi F E F as (SEE NOTE 1) 4:9 (SEE NOTE 1) EXTERIOR \Z./— EXTERIOR HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION z 1 2 3 INTERIOR 19 V) z 0 021 1 2 3 a w . . . . . . . . . s Lu u) . . . . DC 12 5 0 (SEE NOTE 1) z ........... , 7 8 HORIZONTAL CROSS SECTION 7 8 EXTERIOR L 1 4' ...... Ilt aF -k CD Z HORIZONTAL CROSS SECTION \1 2 Z 1,0 u- m :r I-C y z Lo NOTE: bwr' #: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.1 SHEET. 120F29 1E.;ViTY Gi.AS5 INTERIORINTERIOR S jp Y tf` !. . 12 S f ' O 5 r 1 *R INI,Y eLA55 IM'EWMnONAL (SEE NOTE 1) ' 11 ; t ' (r O FEA l DEWAYIS�. WA 9ero3 (SEE NOTE 1) ` PH (zv)e7sawo o m 11 o M / v� Z z Oh> Z m $S� G �U y�' o�pwl E Na =p m F / ZNm 6 EXTERIOR T 6 lb. U w OZ EXTERIOR EXTERIOR a m � a P HI" _ HORIZ 2 HORIZONTAL CROSS SECTION 1 0 1 18 INTERIOR (.0 m tii�Ai��}:j�,��`• INTERIOR (SEE NOTED :ti�� r rXt,. t > ) f 12 (n Z •7•. T,'.'': :�I..::KY / .f • S i.•i•S.tT, 7.)•. .,�.�,r)I. O U ro p;. i 11 r ;ii, r °: (SEE NOTE 1) w w t ,.1• E F 7 8 /^O ....... dry, 6 EXTERIOR EXTERIOR 2•. LL i HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTIONF� Q,y .� PRO T lu m I W - N a� O 3: p 2:M vz to DWG #, 7. FL-2�86%.1 NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET 13 QF 1-1/4" MIN C EMB (TYP) C 1-1/4" MIN EMB (TYP) I'aLiN3TY GLA5i FURRING? ' / _ _ SHEET ROCK D •I�v •�' •� FURRING TR:NITV GLASS iNIERNATIONAL 336515T WAY 5 -•, '� D FEDERAL WAY. WA 9=3 M (Z53)875 7300 A., 5 INTERIOR (SEE NOTE 2) O • • F f INTERIOR i r Z �, x 0 25 ...• 't•�i • ^' ' �v3iPu >� •• • . • • 06 a W O 3 C • r;•.j_� • •' V Fi W -1 < Z �• P •• EXTERIOR . .. ��+ • �� M EXTERIOR K B E �L5 < 0 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Direct to masonry Direct to masonry m (5-1/4" min jamb) (5-1/4" min jamb) z C) K K SHEET ROCK SHEET ROCK H H FURRING FURRING L o r' • ; r• • .4 • `'•Y• Z n :':'eA'., n•.. arY� r11:4 �,, ..f^^,'C •.. .��• i 12 5 (SEE NOTE 1) 1LL r D D N EXTERIOR INTERIOR EXTERIOR INTERIOR y �'z ��� ''••.:.,, VERTICAL CROSS SECTION VERTICAL CROSS SECTION Pa°�.�� v °D a mFL V) Direct to masonry Direct to masonry (5 1/4" min jamb) (5-1/4" min jamb) o o J 6U = N Z NOTE: DWG#: 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. p FL-20p 6 %,1 2. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET:14 OF Z 9 1-114" MIN - fRII•II1'Y GLAG2-. NT I ii NAN A. 1 2 3 C ° • • TAINM SLAM INTEPNATTONAL H ° D ]M515T WAY 5 FEDER& WAY. WA 9@D0J PH. (253)875 7XID p _ 5 Z m U v H C. 1-1/4" MIN -EMB INTERIOR <� J O N F m kn m (TYP) 11 <, •. m� zu p le wo0N IXv � SHEET ROCK � rn w m P L% F v w< FURRING D 7/7 w a w m A /m� P EXTERIOR / a Tr {NTERIOR :> w B m "'� *.. ' •. ' t.+ W z HORIZONTAL CROSS SECTION z q5,j SHOWN W/2X WOOD BUCK Z ' ? ►' 1-114" MIN F-1 z EMB. (TYP) H EXTERIOR 11 1 2 3 C ° W DC Lu 7 8 • K L 1 HORIZONTAL CROSS SECTION i t 1 Direct to masonry 5 °z ``.`` * ����, aS�ti, (5-1/4" min jamb) INTERIOR yy, °• 11 r ,' 4?....... Val ° Y:. _ (y, a N� . y z��:. ° 1-11 Al F o coCDZ 3' i 2 J V z EXTERIOR 7 8 A 0 o v : 1)FL— 20867.1 3 HORIZONTAL CROSS SECTION SHOWN W/ 1X WOOD BUCK SHEET: 15 of 2" ° 6"(TYP.) I'=YI1°III"i C:iLAI,: DETAIL 1 a° F I 6"TRINITY uLA55I WAY 5 TTONAL JJ6515T WAY i T47 G 2X BUCK FEDERAL WAY WA 9dWJ iH (25 )AZ5 TIOD a H 2X BUCK1 � °D m I N 1X BUCK L 1X BUCK P DIRECT TO + • MASONRY D DIRECT TO ZD < Z # g H E — MASONRY — a 31.00" MAX. / w < a0 = O.C. (TYP.) 1X/2X BUCK J TYP. HEAD 14" MAX. o Z p x u HINGE DETAIL 1 & JAMBS O.C.(TYP) 0 o adU ? a m c 2x BUCK L DOOR FRAME — — I ` m < o ~ z 0° <H z m 15.13" MAX. O.C.(TYPR) I d m W a a w RD " Of �m 5.50" s MASONRY MASONRY OPENING m OPENING SEE HINGE DETAIL 2 2X BUCK 1X BUCK 40DIRECTTO z D TYP. SILLH MASONRY z •a ,a � 0 I I — — H HINGE DETAIL 2 > w Aa , as a BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB 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 IT APCON°X 1/4" 1-1/4" 2" 4" ELCO o ULTRACON 1/4" 1-1/4" 1" 4" ITTAPC.N. 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. 2X BUCK 1X BUCK N DIRECT TO P MASONRY STRIKE PLATE DETAIL O�tir LC 1 wcoiT 1— V Z'n coZ J'n Y w Q F- 00 3J �_ �z a r)WC #: FL-20867.1 SHEET: 16 of 29 It G 4" 44" TYP.HEAD < & JAMBS vA I 1X12X BUCK `15.13" MAX. O.C.(TYP.) FOR REF. ONLY MASONRY OPENING 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 ITW BUILDEX TAPCONO 1/4" 1-1/4" 2" 4" ELco ULTRACON a 1/4" 1-1/4" 1" 4" IT APCONOX 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. FOR XO, OX & XX CONFIGURATIONS —NM & A$$ 1I4TE014ArONAL 335515T WAY 5 rCUEFAL WAY WA 99WJ PH.(153)3]5 73X o m o ^" ^' o �z z # 7 ZV 08 03 �mm Id 2 V w v u Y T K w A H m LU �aZ ix w 00LU , C V) Z C) H z Ha LL)LU a o •``` e-O 01 LL M O T w 00 co L�u n 4n^ 3J zI �z O p IQ hW( #: FL-20867.1 5HEET:17 OF 29 DETAIL 1 d 31.00"MAX. o.0 (f TYP.) 1X12X BUCK DOOR FRAME MASONRY OPENING SEE HINGE DETAIL 2 • d 3 •d d y 4„ —/ A' I H 2X BUCK L 1X BUCK D DIRECT TO MASONRY TYP. HEAD & JAMBS D TYP. SILL BUB HINGE JAMB Ad " FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: i 6" 14' MAX. O.C.(`TYP.) I STRIKE PLATE DETAIL F 6 G 2X BUCK 5.50" N 1X BUCK • MASONRY E HINGE DETAIL 1 STRIKE MULLION F 6 G 2X BUCK N 1X BUCK • P DIRECT TO • MASONRY E HINGE DETAIL 2 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 14 16 17 may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. D 2X 0 2x 0 4X ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOM SONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX TAPCONm 1/4" 1-1/4" 2" 4" ELCO • ULTRACON 1/4" 1-1/4" 1" 4" APCON®ITW X 3/16" 1-1/4" 3" 1-112" 14 1617 18 • • • • • • • • • ® 18 n u4X WOOD SCREW INSTALLATION NOTES: VIEW A -A VIEW A -A VIEW B-B VIEW B-B 1. Maintain 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 to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) I'RiHll_-, c,.As TRINITY aA SS INTERNATIONAL 336515T AlW5 FEDERAL WAY. WA 98003 PH(5531877 7300 om Q m m Q t1:v o �nZ Z Z �3 0 Nog Ir aF S a00� LL LL Z $ 0 X F Na Q LLA m W Z<K m a Lu H 2 Z a < �M LU mW d �I ZE a 0 V) Z O H Z V)1-4 p� C3 W U) N o "", k , U� y a\ ttox HJ ! . T 1 In mZ �N J = 2 Z 0 o v kn DWG #: FL-20867.1 SHEET11 O OF 29 DETAIL 1 \ M 31.00' MAX. 1X/2XBUCK DOORFRAME j H 2X BUCK 11—"L 1XBUCK DIRECT TO MASONRY TYP.HEAD & JAMBS 4" MASONRY OPENING SEE HINGE DETAIL 2 a TYP. SILL i i 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 MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDER TAPCONa 1/4" 1-1/4" 2" 4" ELCO ULTRACON 1/4" 1-1/4" 1" 4" ITW BUILDER TAPCON® 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. 14" MAX. O.C.(TYP.) 5.50" STRIKE JAMB STRIKE PLATE DETAIL TRTNM GLA55 INTERNATIONAL 33651 ST WAY 5 ECDE-1 WAY WA 9RW3 PH (T53)8757300 o m O I^ m � �i z Z# < H �3 H d m �m OK = ui C w �o z i 2<x LL N o w �Q4 vI m w m z N m LL 3 LL 0 rG 2X BUCK cW N 1X BUCK L, °a � • MASONRY o E m HINGE DETAIL 1 Z O F z 6 G 2X BUCK N 1X BUCK LJJ V) Lu • P DIRECT TO p MASONRY E HINGE DETAIL 2 zz -yid jlz�� �FIt Ll� O T m z v) Q z In O p V DWG tt: FL-20867.1 SHEET. 19 OF 29 C[ nn TRINITY ° 4,• 1 r-SEF HINGE DETAIL 1 d: 8 ♦ I ( I I I rj' T4)N[TY 336! 5T WAYN, TiONAL • /� A F6M4AL WAY. WA 9600) A} }} /1 PH�(Y1)1611 ])00 ° H 2X BUCK I__——J o m L 1 X BUCK o M ri D DIRECT TO � z z z c MASONRY I _ > j sti.00 MAX. TYP. HEAD 1I STRIKE DETAIL 1 O.C.(TYP.) 1 X/2X BUCK ASTRAGAL SHOWN 1C TMX. o z o c Q LL & JAMBS FOR REF ONLY t ) F N% m < m DOORFRAME _ — 6 Q u. LuLu o m G 2X BUCK m F d Luo 5,50" N 1X BUCK �' a • MASONRY e MASONRY E10 IT OPENING r SEE HINGE m DETAIL 2 HINGE DETAIL 1 �(} Z O r l F z ° Bi —1 g 6 In TYP. SILL r _ G 2X BUCK H ~ U N IXBUCK LL w • P DIRECT TO 10 ad ` ° < ASTRAGAL MASONRY HINGE JAMB FRAME ANCHORING E Masonry construction CONCRETE ANCHOR NOTES: HINGE DETAIL 2 z° 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 �� """" •.N� may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.;' A-R e ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX TAPCON® 1/4" 1-1/4" 2" 4" ELCO o ULTRACOppN 1/4" 1-1/4" 1" 4" ITTAPCONbX 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Mainiain a Irvin. 5/8" edge distance, & 1" o.c. spacing or wood suews to prevent splitting of wood. G 22 R 23 LL: M, y z oA.. • 0 o • �9 coT Ui • • • z n xti Q Q 3 J .2: :1 N Z VIEW A -A VIEW B-B DWG u: Astragal Strike @ Head Astragal Strike @ Sill FL-20867.1 SHEET: 20OF 29 A n � 0 TYP.HEAD &JAMBS 1X/2x BUCK MASONRY — OPENING FOR REF. ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 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 may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR I ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT APCONOx 1/4" 1-1/4" 2" 4" ELCO o ULTRACON 1/4" 1-1/4" 1" 4" ITAPCONex 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. i 4" i 15.13" MAX. O.C.(TYP) FOR OXO CONFIGURATIONS rzt.lrra• :aa.n� T"INM GLASS 3NTENNATIONAL 3365 I5T WAY 5 FEDERAL WAY. WA 980D3 PH (253)975'7300 cD - m m Z� 3 17 V vi aJm m O = O a=UJ x o� LL Z W U c m m` ZHm Y H m d a M Z D Lfzu cl� o. 0 it -... m w o^ 3J _= LL V) O p v L)Wr n: FL-20867.1 SHEET: 2 q OF 29 SEE HINGE ° G€I IL 1 - d H 2X BUCK L 1X BUCK DIRECT TO MASONRY 31.00" MAX. , TYP. HEAD o.C. (TYP.) 1X/2X BUCKi� I 8 JAMBS ` DOORFRAME MASONRY OPENING SEE HINGE DETAIL 2 d � d — HINGE MULLION °a , A A D TYP. SILL I I it Bye FRAME ANCHORING Masonry construction 4„ f—Yi�i IUD Ii.7 -.. �. 6„ 7 T ,1,115LA5<INTEPNATIDNAI ]]6515T WAY 5 FEDERAL WAY WA 98003 PH. 12571 d)S )JJD o o p 0 m V tta v Z � pp N C O a Q H STRIKE PLATE DETAIL LL x 14" MAX. `n O Z . < S O.C.( -YP.1 0 Q coi F Ng`2 f 6., w. pZH a W —I < m LL a' H r7Z co z G w • 5.50" • � � � m a HINGE DETAIL 1 F 6 fi 1 c STRIKE MULLION E HINGE DETAIL 2 CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be `�QO as��, A R adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors 14 1617 O xr may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. D 2X+���. - o D O = 2X 4X i'•F�' ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX TAPCONo 1/4" 1-1/4" 2" 4" ELCo ULTRACON• 1/4" 1-1/4" 1" 4" APCON-X 3/16" 1-114" 3" 1-1/2" tn �,��d�N • * PROF`` • s • m 18 �� TNim2 IL� ui ^. m Z xU- <F O p n : = m v Z 4X o a v 1 WOOD SCREW INSTALLATION NOTES: VIEW A -A VIEW A -A VIEW B-B VIEW B-B r)wr, #; 1. Maintain a min. 5/8" edge distance, & V o.c. spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment FL-20867.1 to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) SHEET. 2 2 OF 29 SEE HINGE u DETAIL I H 2X BUCK L BUCK DI — D DIRECT TO MASONRY 31.00" MAX. TYP. HEAD o.c. (TYP.) 1X/2X BUCK & JAMBS • DOORFRAMES — MASONRY —� OPENING SEE HINGE DETAIL 2 ° a D TYP. SILL 1 rIT_ 1 HINGE JAMS ° FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor loactions 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 MASONRYEDGE ADJUSTMENT ANCHOR ITW BUILDER TAPCONm 1/4" 1-1/4" 2" 4" ELco ULTRACON0 114" 1-1/4" 1" 4" ITT ,x TAPCONCON 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. �t — 4" 4" a F14-.thAAX 8 T PINITY C1111 INTEGNA1. 11-1 1167 15T /.� FEDERAL(2 WAY,, WA W� 98003 53) o O 1^ M U ItO aiZi Z s ��m STRIKE r PLATE DETAIL w j O i t = U z p x x 0`2 LL p w U F n a w Z m Nm f w o<Z � '. u H Z d Do G 1 � w m a C° 5.50` Lr a HINGE DETAIL 1 U-) _ — Z O F z s L 1 1 11 1 w w p STRIKE JAMB E HINGE DETAIL 2 zz ocr LLOQtwo . - W •. z T h e m N Doz u n -)z o p U LA DWG #. FL-20867.1 5HEET:230F 29 4" y 4" 4' TRINITY GLASS INTERNATnONµ J36515T WAY 5 FEDERAL WAY WA 98003 PH (2531A1533M a TYP.HEAD & JAMBS o W A p m Q M �Z z HQ8 a } K F O d m J O U C _ o Z Q w v 1X/2X BUCK Nwa � V m z< m W a Q ~ Z a lA '~ W �(� a W ix m Q Q a J 15.13' MAX. FJ LU o0 w LU O.C.(TYP.) of �M FOR REF. ONLY o MASONRY r OPENING m Z a 0 • �{ z a > LU 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 MASONRYEDGE ADJUSTMENT ANCHOR IT APCONex 1/4" 1-1/4" 2" 4" ELCO o ULTRACON 1/4" 1-1/4" 1" 4" IT APCON®x 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. FOR OX)(O CONFIGURATIONS LS W � ly p T `° mz LU� 3 J = = u Z 0 O Q V DWG #: FL-20867.1 SHEET :240F 29 SEE HINGE A/ `---AlL / ° H 2X BUCK L 1XBUCK / — D DIRECT TO — MASONRY 31.00"MAX. / TYP. HEAD D.C. (TYP.) 1 X/2X BUCK J g JAMBS DOOR FRAME ISEE HINGE DETAIL 2 MASONRY OPENING a i e CC 1i 4" 4" 1'r 1I4I1"1, . 1"It5 6" (TYP.) 11 1A 11 -1 A.� II A A — I — _ 6" TRIN,VGLA55TIJTERNATnONAL J76515TWAY5 FEDERAL WAY. WA 98DJ3 �J I PH (233) AT.I 73M o a m m m ki Zug �3 0 Nao a ASTRAGAL SHOWN 1.0 MAX. m FOR REF ONLY O.C.(TVP.) Q O Q w m _ — _ Ny i o Hm a w1 a hHaZ r m x W 5.50" r- a c 0 TYP. SILL B—� B li ii rr rr HINGE JAMB A° ' G zz 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 VIEW A -A may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENTI TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX TAPCONO 1/4" 1-1/4" 2" 4" ELco a ULTRACON 1/4" 1-1/4" 1" 4" ITTWAPCONOX 3/16" 1-1l4" 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. z 0 z 0 1 F i t i w F o 6 ASTRAGAL G C• Z Astragal Strike @ Head ""•"` """" ' F R 23 6 G o E VIEW B-B HINGE DETAIL 2 Astragal Strike @ Sill - y, a , z I A/ * PRO In co Z 'n o 3 J = 2 v Z O p IQ I V) DWG #: STRIKE DETAIL i FL-20867.1 SHEET :250F 29 1.98" 5.25" Ta/tIT1' ' :ri,�,:c> NI�t '1 A.' .•VA. I N T— T9INiTv GLASS TNTE"NATTONAL • I f 336515T W tY 5 reWAY. WA96W3 3.96" SIDE & HEAD JAMBS iN «53, a�5 ,goo or larger) o o m m MATERIAL: WOOD 3 w L? c c 4.56" o I.0 a o=� cc"= V o f NO8, W ww ` e �~ w, pZ< Pon 0 O _ � WJ CC y m l L G '� J r W m C- o s MATERIAL: STEEL SIDE 8 HEAD JAMBS �� T n MATERIAL: PVC m U) Z 4.56" 5.25" ° O Z N •" Iy 1 r M 9 > oc U r. c W W OUTSWING SILL n SIDE & HEAD JAMBS �7 ALUMINUM WITH PVC SUBSTRATE (5 1 .or larger) OTi MATERIAL: PVC Z 1.22" 4.56" 2.44" i 0...�L`6�Y, 4.56' IL 4.56" 1 1 Lo Z W�� ••• l, ^ z c Y� lu <H I O �2.44"� � ; SIDE & HEAD JAMBS SIDE & HEAD JAMBS ,� SILL KEY DETAIL 00 3J �= NZ TAMATERIAL: WOOD s MATERIAL. PVC O U OPTIONAL [)wr $r: FL-20867.1 SHEET: 26oF 29 O t7 13 OUTSINING SIDELITE SPACER MATERIAL: PVC 1.00" — .58" 0 1 O O C 1 1--- 2.00" ---1 MULLION BASE KIT 15 OPTIONAL 4.56" N _ � STANDARD MULLION 1< MATERIAL: WOOD URETHANE GLUE 4.56" 1 1 � 1 p O LV I STANDARD MULLION 16 MATERIAL: PVC FAT MULLION 17 MATERIAL: PVC RETHANE GLUE � � I N A A :- N O m a N 18 TWO-PIECE "FAT" MULLION MATERIAL: PVC „ . RH WS (4 NEAR SIDE) #8x1 1/4" PRH WS (4 FAR SIDE) SECTION A -A TRININ 5LA55 INTERNATIONAL 336-5 MT WAY 5 FEDERAL WAY, WA 9W03 A" (i53)875 7.300 0 � 1 N v Z L7 y �� a J Z z ji a� x mo a N a O U 4z L, m H N m a J ID Z H Lu Z m Lu of�A p w oLIJ F d m a F cf. �� z •,� 3y PRE A n T'... W W m m Z z� oo 3 xx �z bW6 tt: v FL-20867.1 SHEET: 27OF 2-9 TRINITY si.A 8 M -�0— SCREW LOCATIONS (TYP.) DEAD BOLT(THRU HOLE) f 5.50" 33.13" T92NC�Y 6U55AT[ONAL SLIDE B_ OLT ROD 3365ST WAY WAY 5 FEDERAL WAY. WA9a00J STEEL vH: �anays.nro 1.63" 3.75" 2.50" - - 3.63" < d 25 3 --10.75" 10.50" -� InZ.'i a j 18.75" �-- 18.50" o g o TOP BOLT RETAINER 26.75" 26.50" a t 0; m w 9-3/4" ALUMINUM p � t� mQ In Z pw ix mtic BOLT RETAINER O (] m SLIDE BOLT ROD 2.65" Q o ALUMINUM ASTRAGAL 1.75" ALUMINUM ASTRAGAL VIEW A -A 20 6'8 Aluminum Astragal by Endura Products (n m Aluminum Astragal Assembly Z I'1 '�'• � 7.84" o h) FLUSHBOLT BAR Diecast Zinc o ® o f a O FLUSHBOLT ~ Diecast Zinc 3.38" VIEW B-B PVC Astragal Assembly 2 0 LATCH (THRU HOLE) O DEADBOLT (THRU HOLE) co o LU) ` lyl- PVC ASTRAGAL 21 6'8 PVC Astragal by Trinity t). V k&, _r A W y �j � r N• 411' hWG M FL-20867.1 SHEET'.280F 29 BILL OF MATERIAL -- ------ -- 'I'laNITY v nuo ., N . '•' v A O4NITY 6LA55 MTERNATTONAL 336515T WAY 5 FEcenA WAY. WA%W3 PH(213)87573M 1X BUCK SG>=0.55 WOOD A 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 N Ji $ W F woo 'cc o m Q w > o fIjLx o L i. m W ' H m ~ ae .01 _ w m lu In 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 #6 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 114" 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 P 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL V) Z O F I U-) 1-4 W (Y 1 c Q #8 X 1" PFH WS STEEL m R 3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL z 0 Ij w o 4,Z) S #10 X 3" PFH WS 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 1 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 PCIASA 10 OUTSWING SILL - ALUMINUM WITH PVC SUBSTRATE ALUM./PVC E .%%% * `�� ���rp"• •• " O l`cl d) o' : 5 z �. N ��yd '•. M ;' ` �,�y ' q?'pF��J( 11 DOOR PANEL - SEE DOOR PANEL CONSTRUCTION DETAILS SHEET 12 SIDELITE PANEL - SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET - 13 OUTSWING SIDELITE SPACER 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 o ^ o m m 2 3 �' _ _ l%j z 19 1X MULLION WOOD 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 21 PVC ASTRAGAL BY TRINITY PVC dW6 M FL-20867.1 22 ASTRAGAL STRIKE @ HEAD STEEL 23 ASTRAGAL STRIKE @ SILL STEEL SHEET:290F 29 398 E Dania Beach Blvd. BUILDING DROPS Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drc p 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Of Trin tv Glass International (Impact) for Florida Product Approval Curre t Florida Building Code M thod: 1 — D (Engineering Evaluation) C egory: Exterior Door Sub — Ca egory: Swinging Exterior Door Assemblies roduct: Glazed Fiberglass Door Outswing aterial: Fiberglass Product Diff ensions: See Installation Instructions, FL-20867.1 Prepared For: Prepared by: Florida Professional Engineer # 73778 Date: 07/25/2016 Contents: Evalua 'on Report Pages I — 4 Digitally s' ned by Hermes F. Norero, P.E. Reason: I a approving this document Date: 2016 .26 14A7:07-04'00' i S F. • N 71f 8 STATE OF F 'ss7oNAL ```�� Hermesr�!Mjl��o, P.E. Florida No. 73778 BUILDING DROPS 016 A Perfect Solution in Every rap Date: 0 Report No:o: 44 4418 Certificate of Authorization: 2957 Manufac rer: Product teen Product S b-Category: Complian a Method: Product Name: Scope: t.imits of L Trinity Glass nternational Exterior Door Swinging Ext rior Door Assemblies State Product Approval Method (1)(d) Glazed Fiber ass Door Outswing (Impact) This is a Product Evaluation Ri International based on Meth( Business and Professional ReE Hermes F. Norero, P.E. does n manufacturing or distributing the product named herein. This product has been evalual See Installation Instructions F specific use parameters. sort issued by Hermes F. Norero, P.E. (FL # 73778) for Trinity Glass 11d of the State of Florida Product Approval, Florida Department of lation - Florida Building Commission. t have nor will acquire financial interest in the company ie product or in any other entity involved in the approval process of d for use in locations adhering to the current Florida Building Code. 20867.1, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for se: 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 a as listed and spaced as shown on details. Anchor embedment into substrate material sha I be beyond wall dressing or stucco. 3. When used in areas re uiring wind borne debris protection this product complies with Chapter 16 of the curr nt 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 Instru ions FL-20867.1 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 2957 Date: 07/25/2016 Report No: 4418 Quality A isurance: The manufac urer has demonstrated compliance in Accordance with the Florida Building Cod and Florida Product Approval system for manufacturing under a quality assur nce program audited by an approved quality assurance entity through National Acc editation Management Institute. (FBC Organization # QUA1789) Performice Standards: The product escribed herein has been tested per: • TAS 201- 4 • TAS 202- 4 • TAS 203- 4 • ASTM 28 -04 • ASTM E3 0-02 • ASTM E3 1-00 • AAMA 13 4-02 Data: 1. Prod ct Testing performed by Architectural Testing, Inc. (FBC rganization # TST1910) Repo #: F5877.01-109-18, Report Date: 04/12/2016 Repo #: F7081.01-109-18, Report Date: 05/12/2016 Repo #: F8603.01-109-18, Report Date: 05/27/2016 Repo #: 65950.01-106-18, Report Date: 08/29/2012 Repo #: C3995.01-106-18, Report Date: 12/10/2012 Repo #: D8467.01-106-18, Report Date: 01/23/2015 Repo #: D8467.02-106-18, Report Date: 01/23/2015 2. Prod ct Testing performed by Testing Evaluation Laboratories, Inc. (FBC rganization # TST4317) Repo #: TEL 06-0918-1, Report Date: 10/10/2006 Repo #: TEL 01370051, Report Date: 10/01/2008 Repo #: TEL 01370210, Report Date: 12/21/2009 Repo I #: TEL 01470437, Report Date: 11/30/2011 Repo I #: TEL 04251336, Report Date: 05/05/2015 Repo t #: TEL 01370079, Report Date: 12/05/2008 Repo t #: TEL 02010411, Report Date: 10/11/2011 Repo t #: TEL 02010412, Report Date: 10/11/2011 Repo #: TEL 08-01370020, Report Date: 06/10/2008 3. ProclL ct Testing performed by ETC Laboratories (FBC Organization # TST2411) Repo #: ETC-05-781-16179.0, Report Date: 12/21/2005 Repo #: ETC-05-781-16208.0, Report Date: 12/21/2005 Repo #: ETC-05-781-17122.0, Report Date: 10/19/2005 Repo t #: ETC-05-756-10828.0, Report Date: 12/31/2001 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 Instal D,?sign BUILDING DR PS A Perfect Solution in Every rop Certificate of Authorization: 2957 Date: 07/25/2016 Report No: 4418 Refer to Installation Instructions (FL-20867.1) for anchor spacing and more details of the installation requirements. Refer to Installation Instructiohs (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