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HomeMy WebLinkAboutProduct Approvals Florida Building Code Online t^� lk1l. BCIS Home Log In User Registration Ho[Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search dbi gy @0L OCT.,212019 V, A .P�o�luct,ApprovaI ER:Public User Permitting Department St. Lucie County Prod ct Aor)(MMeny>Product or Application Search>Application List>Application Detail FL# FL20867-R1 Applicatio l pe Affirmation L k Code Versiod 2017 � Applicatioltus Approved Comments Archived El s- Product Manufacturer Trinity Glass International ° Address/Phone/Email 33615 1st Way S i . Federal Way, WA 98003 (253) 875-7300 s k andrewn@trinityglass.com i' S Authorized Signature Andrew Na andrewn@trinityglass.com Technical Representative `Y Address/Phone/Email i (( - Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies " Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer " ❑ Evaluation Report- Hardcopy Received i Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. } Evaluation Report Florida License PE-73778 >` Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. ElValidation Checklist-Hardcopy Received 7 Certificate of Independence FL20867 R1 COI COI Trinity SS 2016-08-26.pddf I Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E283 2004 it ASTM E330 2002 ASTM E331 2000 { TAS 201 1994 TAS 202 1994 TAS 203 1994 I ' http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?pariin=wGEVXQwtDgtbxPgODTr%2bX5w2Z5lfELGmjSpzgUpZfYhbVfKiklh7YQ%3d%3d[2/12/2019 10:12:10 AM] i s Florida Building Code Online i Equivalence of Product Standards ,r Certified By Sections from the Code t€� r i, 0 I affirm that there are no changes in the new Florida Building ( Code which affect my product(s)and my product(s)are ilnE. compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes, O No O N/A FL20867 R1 COC SA20867 SS 2017-10-09.pdf E. Product Approval Method Method 1 Option D t } _ Date Submitted 10/10/2017 ' Date Validated 10/10/2017 [ Date Pending FBC Approval Date Approved 10/15/2017 Summary of Products _ FL# Model, Number or Name Description j [; 20867.1 a. Fiberglass Door 6-8 Glazed "Impact" Fiberglass Door-Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.1 SS 2016-08-26.12df Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant:Yes Created by Independent Third Party: Yes t Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.1,and FL20867 R1 AE PER4418 SS 2016-08-06.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 k - i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20867 RI 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 R1 AE PER4419 SS 2016-08-06.[1_df Evaluation Report, PER4419,for design pressures,sizes, Created by Independent Third Party: Yes t; configurations Installation requirements,and limits of use. .................. _.._ -- ........... `. 20867.3 c. Fiberglass Door 6-8 Glazed "Non-Impact' Fiberglass Door-Inswing/Outswing t Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.3 SS 2016-10-18.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 ' sµ Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions, FL-20867.3,and FL20867 R1 AE PER4420 SS 2016-08-06.odf Evaluation Report, PER4420,for design pressures,sizes, Created by Independent Third Party: Yes f configurations, installation requirements, and limits of use. I erg ass Door b-8 upaque'Ton-Impact- I erg ass Door-Inswingu wmg Limits of Use Installation Instructions _– ` Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.4 SS 2016-10-18.Ddf k Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 I: Impact Resistant: No Created by Independent Third Party: Yes [ Design Pressure: N/A Evaluation Reports y Other:See Installation Instructions, FL-20867.4,and FL20867 RI AE PER4421 SS 2016-08-06.pdf 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 — http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parainwGEVXQwtDgtbxPgODTr%2bX5w2Z5lfELGinjSpzgUpZfYbbVfKiklb7YQ%3d%3d[2/12/2019 10:12:10 AMI i i � I Florida Building Code Online Approved for use in HVHZ:Yes I FL20867 R1 II FL-20867.5 SS 2016-10-18.pddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 ?s' Impact Resistant: No Created by Independent Third Party: Yes t� f. Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.5,and FL20867 R1 AE PER4422 SS 2016-08-06.Ddf 3i Evaluation Report, PER4422,for design pressures,sizes, Crieated by Independent Third Party: Yes configurations, installation requirements, and limits of use. t _ (i 20867.6 f. Fiberglass Door 8-0 Opaque"Non-Impact" Fiberglass Door-Inswing/Outswing � . Limits of Use Installation Instructions ;:. Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.6 SS 2016-10-18.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 j I Design Pressure: N/A Evaluation Reports Other:See Installation Instructions, FL-20867.6,and FL20867 R1 AE PER4423 SS 2016-08-06.pdf Evaluation Report, PER4423,for design pressures,sizes, Created by Independent Third Party: Yes j configurations, installation requirements, and limits of use. t y �I F t ; �4 t Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Convriaht 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 lend 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 t. 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. ii Product Approval Accepts. eCheck Credit Card Safe II I j i j http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2bX5w2Z5lfELGiniSpzgUpZfYhbVfKiklh7YQ%3d%3d[2/12/2019 10:12:10 AM] BUILDING DROPS 398 E.Dania Beach.Blvd suite 338 38 ;- A Perfect solution in Every Drop Dania Beach,FL 33004 r I 954.399.9478 PH C:e€tifi :aie of Atithorivition:29478 954.744.4738 FK contact@buildingdrops.com August 1 I r 2016 TO: Whom It May Concern FROM: Hermes F. Norero,P.E. 1 Registered Florida Professional Engineer#73778 I, PRODUCT NAME: Fiberglass Door Applicant: Trinity Glass International 336251st Way S Federal Way,WA 98003 {{ I Dear Sir (Madam), Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being Issued. I also do not have, nor will I acquire,any financial interest with the Laboratory that performed the test(s),or with the Engineer witnessing the test(s)and sealing the test report(s). I � i Respectfully submitted, i U,C, .•�iLp • u Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Herm's'F ' {��� Date:2016.08.26 1*.29:07-04'00' Florida Registered Professional Engineer#73778 f Page 1 of 1 � i j i i i BUILDING DROPS 398 E.Dania Beach Blvd. Suite 338 r'a I Dania Beach, FL A Perfect Solution in Every Drop! 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX . contact@buildingdrops.com September 26,2017 I TO: Whom It May Concern FROM: Hermes F.Norero,P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: Trinity Glass International 33615 1st Way S Federal Way,WA 98003 FLORIDA PRODUCT APPROVAL M FL20867 i PRODUCT CATEGORY: Exterior Doors i SUBCATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 61h Edition(2017)Florida Building Code Dear Sir(Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 6th Edition of the Florida i Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 5th Edition and Chapter 35 of the 6th Edition of the Florida Building Code.Therefore,all test standards listed below are valid for the 6'Edition of the Florida Building Code. INSTALLATION EVAL. QUALITY SECTION INSTRUCTIONS REPORT ASSURANCE QUA. EXP. TEST STDS. NUMBER AGENCY TAS 201-94 National TAS 202-94 Accreditation TAS 203-94 20867.1 FL-20867.1 PER 4418 and 12/31/2018 ASTM 283-04 Management ASTM E330-02 Institute ASTM E331-00 AAMA 1304-02 I Hermes F. Norero,P.E. Florida No.73778 Page 1 of 3 i I I i I BUILDING DROPS 398 E.Dania Beach Blvd. Suite 338 A Perfect Solution in EveryDrop! Dania Beach, FL 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com i INSTALLATION EVAL. QUALITY SECTION INSTRUCTIONS REPORT ASSURANCE QUA. EXP. TEST STDS. NUMBER AGENCY TAS 201-94 National TAS 202-94 Accreditation TAS 203-94 20867.2 FL-20867.2 PER 4419 and 12/31/2018 ASTM 283-04 Management ASTM E330-02 Institute ASTM E331-00 AAMA 1304-02 National TAS 202-94 Accreditation ASTM 283-04 20867.3 FL-20867.3 PER 4420 and 12/31/2018 ASTM E330-02 Management ASTM E331-00 Institute AAMA 1304-02 National TAS 202-94 Accreditation ASTM 283-04 20867.4 FL-20867.4 PER 4421 and 12/31/2018 ASTM E330-02 Management ASTM E331-00 Institute AAMA 1304-02 National TAS 202-94 Accreditation ASTM 283-04 20867.5 FL-20867.5 PER 4422 and 12/31/2018 ASTM E330-02 Management ASTM E331-00 Institute HAMA 1304-02 National TAS 202-94 Accreditation ASTM 283-04 20867.6 FL-20867.6 PER 4423 and 12/31/2018 ASTM E330-02 Management ASTM E331-00 Institute AAMA 1304-02 I Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 I I I i 398 E.Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL; A Perfect Solution in Every Drop! ! - 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 6th Edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. j Please note that I do not have,nor will I acquire,a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have,nor will I acquire,any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s)and sealing the test report(s). Respectfully submitted, F. I I � 3 y T �• 4 : O ( pP �<v Digitally signed by Hermes F.'Norero,P.E. N Reason:I am approving this document SIONAI- E� ��� Date:2017.10.0916.47:00-04'00' tl Hermes F!Norero�P E`` Florida Registered Professional Engineer#73778 i i ' I Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 i i I �DTRLIKUY GLA99 I N T EnN AT I ON AL TINTY6LAS5INTERNATONAL INSTALLATION NOTES: Trinity Glass International 33651ST WAY S FEOERAL'WAY.WA 99003 1. LONE(1)OCATION INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR GLAZED FIBERGLASS DOOR FR:(157)975-7700 LOCATION SHOWN. �u• 2. THE NUMBER OF INS TALLAI ION ANCHORS DEPICTED IS I HE p MINIMUM NUMBER OF ANCHORS SI BE USED FOR PRODUCT NON-IMPACT INSWING/O U TS WI NG N~ Z# $ INSTALLATION OF THE MAXIMUM SIZE LISTED. �� W Fa j$ 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE w Z Z _ x OF21y2 INCH(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). ' J Ofw TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES: Q ANCHOR TO THE NEXT. '0 Z R' j; L9 m w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDTABLE OF CONTENTS c W p Z¢ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA Le H U J¢ BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 114 BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN SHEET# DESCRIPTION Z Oc N INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: U O a Coui D P SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR TAS 202-94 1 General notes H�Z U m �- BETTER. • ASTME20-Od 2 Typical elevations,design pressures • ASTM E33-0 3 Typical elevations,design 5. THROUGH FRAME:FOR INSTALLATION INTO 2X WOOD FRAMING USE ASTM E3311-000 aeaons, 9 Pressures MINIMUM#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 • AAMA 1304.02 4 Typical elevations,design pressures Q 12•MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.MINIMUM EDGE p 2. ADEQUACY OF I HE EXISTING STRUCTURAL 5 Typical elevations,design pressures CONCRETElMASONRYAND 2XFRAMING ASAMAIN WIND 6 Door panel construction details m 6. THROUGH FRAME:FOR INSTALLATION INTO CONCRETE/MASONRY, FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND USE 114'ITW TAPCONS OR 1l4'ELCO ULTRACONS OR 3116'ITW TRANSFERRING APPLIED PRODUCT LOADS TO THE 7 Door panel construction details N TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 114'MINIMUM FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR l construction details EMBEDMENT INTO CONCRETEIMASONRY. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. g Door panel Z 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 9 Sidelite panel construction details O FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 10 Sidelite panel construction details ,H,/^� ZF-1 VENEER,AND SIDING. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 11 Sidelite panel construction details v/ F RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF I--( 8, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE RECORD FOR THE PROJECT OF INSTALLATION. 12 Horizontal cross sections > OI -_ MADE OF CORROSION RESISTANT MATERIAL OR HAVE 13 Horizontal cross sections V) CORROSION RESISTANT COATING. -4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC wN U AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 14 Horizontal cross sections LL O 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 15 Vertical cross sections INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 16 Vertical cross sections JOINT INTO FACE SHELL OF BLOCK. DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 17 Vertical&Horizontal cross sections 10, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE 18 Horizontal cross sections WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH THIS PRODUCT. 19 Buck&Frame anchorin STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY \\`�p 20 Buck anchorin V THE ANCHOR MANUFACTURER. 6. FRAME&MULLION MATERIAL:PVC OR WOOD \ �Ci 3`1,..•••'••.• o wt y:d 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 7. CLADDING MATERIAL:FIBERGLASS 21 Frame anchoring t`• BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING 22 Frame anchoring 1 PROPERTIES: UL:23 Frame anchoring N � A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. t0 B.CONCRETE-MINIMUM 3000 PSI COMPRESSIVE STRENGTH 24 Frame anchoring \il C.HOLLOWIGROUT FILLED CMU-STRENGTH CONFORMANCE TO ASTM C90.MIN.F'In=2000 PSI. 25 Buck anchoring ����••"• '•• 26 Frame anchoring 27 Buck anchoring m ; 28 Frame anchoring ' Z In Y- Q FN 29 Components o o _ U Z 30 Components DWG#: Digitally signed by Hennes F.Norem,P.E. 31 1 Components _ _ FL 20867.3 Reai sono-am approving this document- _ —_—_-- ____ ____ _ _ _________ - __—_ ____ 32--. -BIIIAf-matenaiS�_____-__.— _ _ _ _ Date:2016.10.1809:21:11-04'00' - = SHEET:=1 OF 3-2 aDTRINITY GLA99 INTERNATIONAL 37.50""MAX.O.A. FRAME WIDTH 1 15 7 TRI RTY6N55ATONAL 336515TWAYS WAY 5 FEDERAL WAY,WA 95003 PH.(2531875-7300 U vi Zpg gg mw 6w O� ` LL wH W 2 N <m En 1� � ,,,, w "ocH R p 3 Iii o a p ¢ D x x 1 �Z o m S2 0 a �Em _ = 17 w w O 1 0 LL O 2 m 3 V) 1 7- C)O H H LLJ []C o - - - 3 4 d 15 5 Z MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSI, 0 a�Ni FRAME JAPE LIP LITE FLUSHGLAZED/MAHOGANY 0 DIMENSION POSITIVE NEGATIVE (i WOOD +47.0 -47.0 +70.0 -70.0 �'•.;3 r y6 37.50"X 81.63 %fid '•• F W PVC +47.0 -47.0 +60.0 -60.0 W ° m Fa_ Z J YIZi GH __ ?- O � V DWG#: _ - - - -- ---_ _- FL-20867.3 -- -------_ - - - -- —--- SHEET —2 - opTRINITYINTERNATIONAL GLASS 53.00"MAX O.A.FRAME WIDTH 68.50"MAX O.A.FRAME WIDTH 1 2 3 1 2 4 1 2 3 1 2 4 1 15 7 1 16 1 I 15 1 7 16 1 17 TASNIIY GLASS INTEPNAT[ONAL 3365 IST WAYS FEDMAL WAY,WA 98003 PN.(253)8757303 ---- - - --- O Z m 1/3 I1J m J mz QW Oxy LL u z 1 ON J owe 1 Nw W Z (7 m Z e m U) ~ Cl) 3 �� av3 a oZe p 13 u;Z no ¢ jo W x o 2 o x o 2 �z l mma it 1 1 a �m M = p 2 4 x w p 4 w 1 42 w 12 12 0 1 p p 13 17 4 17 m 3 1 r 17 z O o H � W V) o- -- - 3 4 3 4 3 4 3 4 15 15 16 16 15 15 1 16 CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL o MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) CONFIGURATION FRAME JAMB 8 MULLION TYPE LIPL ITE FLUSHGLAZED/MAHOGANY DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE Nom. , F ;�€ OX/XO 53.00"X 81.63" WOOD +47.0 -47.0 +60.0 -60.0 � .�L'• PVC +47.0 -47.0 +55.0 -55.0 OXO 68.50"X 81.63" WOOD +47.0 -47.0 +60.0 -60.0 o a PVC +47.0 -47.0 +55.0 -55.0 n 0 o v DWG#: FL-20867.3 --- ------ -- --_-- - -_ —_- --- ------- SHEET:73 of 3-2- 53.00"MAX O.A.FRAME WIDTH 68.50"MAX O.A.FRAME WIDTH aDTRIINITY GLASS INTERNATIONAL 37.50"MAX 15.50"MAX 37.50"MAX 15.50"MAX FRAME WIDTH FRAME WIDTH FRAME WIDTH _ FRAME WIDTH TR[NIIY GLASS"ERNAT[ONAL 1 23 1 2 4 1 2 3 1 2 4 FEDERAL WAY.WA 96003 1 1 7 1 1 1 1 1 7 16 1 17 PH.(253)9757300 -_ ,Z m nr 4w U#o S �7 Za• ~p'�'I Fm / m aw o:"c LLILL 13Z Lui i oma Nf+ J 0A 7¢m ^e4 C7 (7 (7 C7 i7 a m o 12¢ � U W W �QH Z Z Z z 1 tiiZ ao Q ]43c z 1 �z LLi co a � Lij /\ O 4 _ O /\ O 4 LU O 2 1 w = 71, 2 1 a a1 O 1 2 Q 1 2 m LL a 1 17 LL 17 l/) LL 3 7- (D 0 1 m 0 0 mDo 17 m H z LLj ac _ 3 4 3 4 ,34 3 4 d 15 5 16 16 15o 1 6 MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) o �q CONFIGURATION FRAME JAMB&MULLION TYPE LIPL ITE FLUSHGLAZED/MAHOGANY DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE Nom. +47.0 -47.0 +55.0 -55.0 y a WOOD � ••.,. OX1X0 53.00"X 81.63" PVC +47.0 -47.0 +55.0 -55.0 OXO 68.50"X 81.63" WOOD +47.0 -47.0 +55.0 -55.0 m m Z j PVC +47.0 -47.0 +55.0 -55.0 �" * z /S x u- c iz a DWG#: FL-20867.3 - - --- -_- _- SHEET'A 6r_ f 3 2 — aDTRINITY GLASS INTERNATIONAL 105.00"MAX.O.A.FRAME WIDTH 74.00"MAX.O.A.FRAME WIDTH 15.50"FRAME WIDTH AIM7Y GLASS I TIONAL 3365IST WAY WAY S 5 FEDERAL WAY,WA 98003 74.00"FRAME WIDTH 1 Y—2V-3-\ 1 2 4 R-.(253)8757300 1 2 3 1 15 7 15 5 7 1 1 17oz m NF QW Z7ko a J p Z= H m � Ofn Inm .. m Z Q W O S LL x i wa owe LL w�. wz z z uw w o ff A oa� � j > u a Z Z co W co =U 2 1 W V' p 1 /� 1 /� O /� 0 314 V) m LL 1 0 0 Z 3 2 z fD o 1 In a-- d 13 4 15 15 J 1 O MAX. DESIGN PRESSURE(PSF9 DESIGN PRESSURE(PSF) CONFIGURATION FRAME ALUMINUM ASTRAGAL PVC ASTRAGAL N � „ DIMENSIONy �\Z 3 POSITIVE NEGATIVE POSITIVE NEGATIVE .. �y XX 74.00"X 81.63" +55.0 -55.0 +47,0 -47.0 ��'�d,�y•�c PRO``�� OXXO 105.00"X 81.63" +55.0 -55.0 +47.0 -47.0T In o a v DWG#: FL-20867.3 - —_ - ------ -- ' SHEET:=� OF 32 LVL STILE EXTERIOR STILE CAP GLASS FIBERGLASSSKIN Gi 2.38" 1.58"YPVC aDTRINITY I NT E AN AT I ON A L .17" 1.56" F ............................... rt I ,,,–TOP RAIL MNITY GLASS INTERNATIONAL, 1.25' PVC 33651ST AYS 1.56" FEDERAL WAY,WA 9800 1.22" 1.56" PR.(83)875-730D 0 10° —j FOAM CORE INTERIOR LVL LOCK BLOCK ;z 'l 9" M F .31' LVL STILE -uJ,23' PVC STILE CAP z 35.76' HORIZONTAL CROSS SECTION o HORIZ u F Owv PANEL WIDTH 0 Z'c 21.0"D.L.O. 50"GLASS BYTE— Ocpt a F2 Lu . .-c F 0 0 L' D z CD wn Z HOT&FOAM MELT' Lu SEALANT 1"O.A.THK GLASS ix m 0 1/8"TEMPERED GLASS AIR SPACE 1.72" EXTERIOR INTERIOR 1/8"TEMPERED GLASS ALUMINUM/BUTYL Gi OR STAINLESS STEEL z #8 X 1-1/6"SELF SPACER SYSTEM U) 0 SEE DETAIL 1 THREADING SCREW A6 FOAM CORE Lu 1.511, uj LLJ A _ui cei 3 z GLAZING DETAIL co 4.14" LIPLITE FRAME 2.38"— -0 + io r LVL LOCK BLOCK BOTTOM RAIL :IN 011- .Oc .1 If,, Iri 1 1, 0 PVC 5.66' - AB LIPLITE FRA 1.35" + + .L72 : �.SELF 'CREW V + I ABS or PC/ASA 16.75" LOCKSET HARDWARE1.56" % 3.3" MANUFACTURER MODEL — 8.77� KWIKSET LOCK&DEADBOLT COMBO 2 SIGNATURE SERIES 991 TICAL CROSS SECTION KWIKSET LOCK&DEADBOLT COMBO T GLAZED DOOR SIGNATURE SERIES 980 LOCK:F-SERIES DWG LIP LITE SCHLAGE FIBERGLASS SKIN:0.079"THICK MIN. DETAIL I DEADBOLT:B60 SERIES FL-20867.3 FOAM CORE:POL-YURETHANE-- -JSHEET:--6�dr-32=,� LVL STILE FIBERGLASS SKIN EXTERIOR TRINITY GLASS 1.58" 2.38"—r i.58"—i -PVC STILE CAP 1.72" INTERNATIONAL 1.57" TOP RAIL "IWW GLASN-0MkL PVC 6- 3365 Isis WAY S 1.�22 F60ERAL WAY.WA 9M PI-t(2531875-7300 .22" J2' 1. 1.25" A 10. FOAM CORE 4 .10. — FOAM CORE INTERIOR LVL LOCK BLOCK c, .31J.. 121 Zz PVC STILE CAP LVL STILE M t FIBERGLASS SKIN Y 35.75" HORIZONTAL CROSS SECTION 0 > PANEL WIDTH D ca 0 21.0"D.L.O.—� z & n to Lu .50"GLASS BYTE t, Z M HOT&FOAM I"O.A.THK GLASS Pz 0 5 Ili CJ MELT SEALANTP 1/8"TEMPERED GLASS Lu 1.72" AIR SPACE INTERIOR >co 1!8"TEMPERED GLASS EXTERIOR V) OALUMINUM/BUTYLC) z #8 X 1-1/8"SELF OR STAINLESS STEEL " 0 SPACER SYSTEM V) w SEE DETAIL 1 THREADING SCREW -i ci in LIJ z GI .GLAZING DETA DETAIL FLUSIAGLAZED FRAME 1.24" b 4.14" m 2.38" u� FOAM CORE LVL LOCK BLOCK 1.70" t BOTTOM TOM RAIL .......... ri 5.66" PVC zo, 10.5" M (A7) 1.35" 0 , FLUSHGLAZED FRAME� d ABS or PC/ASA LL: 16.75" LOCKSET HARDWARE 1.56" -6- 6.2" MANUFACTURER MODEL —B KWIKSET LOCK&DEADBOLT COMBO 8.1"-- SIGNATURE SERIES 991 VERTICAL CROSS SECTION V) ca co Iii LOCK&DEADBOLT COMBO- jc-! KWIKSET l �J , 3r mZ: %J Z GLAZED DOOR SIGNATURE SERIES 980 Q lu lu) FLUSHGLAZEE) SCHLAGE LOCK:F-SERIES bw&#: FIBERGLASS SKIN:-0.079"THICK MIN.— ---DETAILl DEADBOLT:B60 SERIES FL-20867.3 FOAMCORE:POLYURETHANE— SHEET.-7`0�F3-2-11 LVL STILE EXTERIOR FIBERGLASS SKIN G1 2.38" - 1.58"— PVC STILE CAP 1.72" UD TRLNITY N ATG1 O N SS — / .17" 1.57" } } j Y TOP RAIL TRSN3TY 5LA59INTERNhTIONAL 3365 ISTAY S 1.56-, 1.22" + y Ill' 1.5611I " 1.25" PVC FEDERALWAY.WA 980D3 PN:(E53)87}7700 FOAM CORE $3 U) - 10" FOAM CORE INTERIOR 19" � :..;' : u a S LVL LOCK BLOCK c H a .31 — PVC STILE CAP LVL STILE 1 !" uw Qz z acFIBERGLASS SKIN 3 35.75' HORIZONTAL CROSS SECTION z PANEL WIDTH o ; O �=W LLx m I 23.2"D.L.O.— .50"GLASS BYTE y w ¢z HOT&FOAM z z at Ff o 8.2" 5 MELT SEALANT 1"O.A.THK GLASS F'z v m ` cy `•' 118"TEMPERED GLASS F 11 — G1 1.72" r,3• AIR SPACE INTERIOR o ss" `' EXTERIOR m 1!8"TEMPERED GLASS � Z p 1 ALUMINUM/BUTYL Z 8 OR STAINLESS STEEL a #8 X 1-118"SELF SPACER SYSTEM = o THREADING SCREW f-I W v SEE DETAIL 1 8 1.50" LU J - G1 GLAZING DETAIL - ':;;f; - Lu o - - w MAHOGANY FRAME a 4.14" a 2.38" 2.52- 0) FOAM CORE hl—E LVL LOCK BLOCK '" } } BOTTOM RAIL ��`�� 4, 4:,, ��i� 5.66" PVC �p0,::.. ti;� t� C4 A S MAHOGANY FRAME 1.35" f ABS or PC/ASA (i ` cn 16.75" 5.50" I-1.56"— y�L ' J LOCKSET HARDWARE MANUFACTURER MODEL p KWIKSET LOCK&DEADBOLT COMBO �ti SIGNATURE SERIES 991 r VERTICAL CROSS SECTION m m z _ T j $ LOCK&DEADBOLT COMBO GLAZED $ Q y Z J y= Z KWIKSET SIGNATURE SERIES 980 o 110 u DOOR +' MAHOGANY SCHLAGE LOCK:F-SERIES DWG#: FIBERGLASS SKIN:0.079"THICK MIN. DETAIL 1 DEADBOLT:B60 SERIES FL-20867.3 -- - --FOAM CORE:-POL=YURETHANE -- 8-oF 3`2= FIBERGLASS SKIN G1 LVL STILE �DTRINITY GLAss EXTERIOR INTERNATIONAL 1.72" LVL STILE �'• ' +157" ••i, TRINITY GLASS INTERNATIONAL 1.56 "1.72" 33651ST WAY 5 _ I FEn ERALWAY.WA96003 LVL TOP RAIL PH:(253)875-7300 1.25" % INTERIOR 00 U) FOAM CORE ~.78' f N a Z# FIBERGLASS SKIN-,,," g o w w HORIZONTAL CROSS SECTION0 z a z o= 13.88"MAX. 9 1<'<<; :. lu t o u PANEL WIDTHo ~v m FOAM CORE w > 5u w 6.92"MAX D.L.O. ;;.:: < wow m Z'c z cc H In IDO ¢ a HZ U a ml7io a m .50"GLASS BYTE— LU 1 HOT&FOAM MELT SEALANT 1"O.A.THK GLASS G1 a 9 • } 1/8"TEMPERED GLASS m AIR SPACE INTERIOR In 1 72" EXTERIOR z O � 4 � J Z _ 1/8"TEMPERED GLASS w ALUMINUM/BUTYL N Z OR STAINLESS STEEL °L d _ #8 X 1-1/8"SELF SPACER SYSTEM _ W _w o N THREADING SCREW �1 GLAZING DETAIL V/ - // LIPLITE FRAME d °° 1.51" ;'• :� .`�%,cv�O * 21S�N�,- 1.25" N c��• ' r- 1 `aa •. �'' a. 6.00" LVL BOTTOM RAIL cli 9 0 5. SIDELITE PANEL .. m m z 7v Z J Yw aF LIPLITE FRAME A9 LIPLITE FRAME VERTICAL CROSS SECTION o 0 3 v= �z 9 � ABS or PC/ASA DWG#: FIBERGLASS SKIN:0.079"THICK MIN. FL-20867.3 _- ---FOAM CORE:-POLYURETHANE — -- - -- - ---- -- SHEET:=g OF 32 FIBERGLASS SKIN G1 LVL STILE aD TRINITY GLASS ~172" INTERNATIONAL EXTERIOR -} 1.57.. LVL STILE f TIIINI7Y GLA55IME0.NATI[INAL 1.56" 1.72LVL TOP RAIL 33651ST WAYS " �:;r•; FEOERAL WAY.WA 93003 1.25" PFk(253)875-]3W ---- - INTERIOR , to m FOAM CORE '.78" ` FIBERGLASS SKIN m F ¢ ---#o 1 cc HORIZONTAL CROSS SECTION m'z a p m 13.88"MAX. �1 ; w o nc<= LL FOAM CORE "1 PANEL WIDTH 'i" nl w m Z¢w e 7.00"MAX D.L.O. o z a o z l9 FA fq w W m W O O uj �i —.50"GLASS BYTE Z V W w a HOT&FOAM 1"O.A.THK GLASS m MELT SEALANT 1 1/8"TEMPERED GLASS G1 1 } 1712„ AIRSPACE m INTERIOR V) EXTERIOR z x O 1/8"TEMPERED GLASS O H z _ ALUMINUM/BUTYL V OR STAINLESS STEEL Z #8 X 1-1/8"SELF SPACER SYSTEM _ a o THREADING SCREW T LU w_ -- 1D GLAZING DETAIL °' G i FLUSHGLAZED FRAME 9.40" 8.71" ."" `• p NW —I 1.24" 1.25" Li n o t 1 LVL BOTTOM RAIL r8.41 1.70" 1.. L— \ VERTICAL CROSS SECTION SIDELITE PANEL 10 lLl co Y= U Z „IQ FLUSH GLAZED FRAME F�o o u FLUSHGLAZED FRAME ABS or PC/ASA DWG#: FIBERGLASS SKIN:0.079"THICK MIN. FL-20867.3 -- ==FOAM CORE:POLYURETHANE _-- - - - - ---- - -- - - -----= ------ -- _- - - - -— - -- SHEETc f0-of=32= FIBERGLASS SKIN Gi LVL STILE aD T 1'72 N T E R N AT 1 0 N AyL � EXTERIOR -- �1.57" LVL STILE f RIMTYGLA55INTERNAMNAL 3365 IST LVL TOP RAIL FEDERAL WAY.WA 93003 :;::• AY S 1.56"1.72" PH:(253)075-7300 a � 1.25" - INTERIOR -_•78" - FIBERGLASS SKIN-,, ;`• o w a H o FOAM CORE 0 z o vim"' �1 HORIZONTAL CROSS SECTION m z a z 0 x m LL w2 o<2 FOAM CORE z ~U b m w 8.00"MAX.D.L.O. gra o Z H tD w N y LV J¢ UJ c, p mwo HOT&FOAM .50"GLASS BYTE F)z ne " MELT SEALANT 1"O.A.THK GLASS 1 1/8"TEMPERED GLASS Gi• a 1 1.72" AIR SPACE m INTERIOR (n Y O 1/8"TEMPERED GLASS EXTERIOR Z O c� H z ALUMINUM/BUTYL V) OR STAINLESS STEEL H a z #8 X 1-1/8"SELF SPACER SYSTEM > Q o _ THREADING SCREW Lu w ----- o "' �1 GLAZING DETAIL MAHOGANY FRAME d N " 1.50 1 m O Lc r I 1.25" 2'52 1 LVL BOTTOM RAIL VERTICAL CROSS SECTION m SIDELITE PANEL 1 ¢ x x u tn COz G� MAHOGANY FRAME o 0 o J r `� MAHOGANY FRAME ABS or PC/ASA DWG#: o L __FIBERGLASSSKIN:0.079"THICKMIN._ C _ _ _ r L-20867.3 FOAM CORE:POLYURETHANE -- -- - - --- 'SHEET - Il of 32- 1-1/4"MIN 1-1/4"MIN EMB.(TYP) EMB.(TYP) Q�TRINITY GLASS o'4' �c 1 2 3 1 2 3 INTERNATIONAL vv/ C r U a S H H B, n. U tciN,Y336 IS AY 5rNTEWATIONAL FEOFRAL WAY.WA 98001 INTERIOR PH:a53>875a3oo - - - 5 INTERIOR 2 2 ° - 11 U)� z zoo ^ ID a(z a'. ZN Ny awu O0 T �mw ¢gy =p m HHm D 2N a H c Z o mwa g F (SEE NOTE 1)O r z ne m B E B EXTERIOR EXTERIOR B 0 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION a SHOWN W/2X WOOD BUCK SHOWN W/2X WOOD BUCK O° Q swings own-inswing also approve Outswing shown-Inswing also approved V) z EMMB.B. MIN(TYP) EMB. MIN(TYP) O H Z C 1 2 3 1 2 3 C ° V) L L1J w INTERIOR 5 p. oe .k INTERIOR 2 2 0: N 11 d Ln (SEE NOTE A E 8 F EXTERIOR EXTERIOR q w^ m mZ �N 3 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ¢ Z Y LL o^ 3 =x �Z SHOWN W/1X WOOD BUCK 1 SHOWN W/1X WOOD BUCK o a Outswing shown-Inswing also approved Outswing shown-Inswing also approved DWG#: FL-20867.3 - - 1.SIDELITE-SCREWS-LOCATED-ATED 6"FROM=EACH-END-OF=SIDE JAMB AND3 EQUALLY-SPACED-SCREWS-FROM FROM -SCREWS.-- - --- - SHEET.= - -- - 12=0F-3-2= 14 16 a�TRINITY GLASS ;�:y�.����:•, 5�� INTERIOR 1416 INTERNATIONAL INTERIOR O C TPIMT/6LA55I TLONAL J 336515T WAYS 5 y � FEDERAL WAY,WA 98003 (SEE NOTE 1) 99 O FH:(273)6751300 'x 11 (SEE NOTE 1) 0. W Z N 68 g$ O H O Ln m J Li yamu oZ MUS M �mQ H Q Ep 1 < x� a oz¢ a EXTERIOR 7 8 6 EXTERIOR EXTERIOR iii o < w a a H�z w °°-I m f a 0m a 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 13 Outswing shown-Inswing also approved Outswing shown-Inswing also approved o T m 1718 INTERIOR N INTERIOR (SEE NOTE I)O ;s' +;',.., 2 2 2 2 2 'i r. a ,. O � + �i F 11 11 r s 3 ,t, (SEE NOTE 1) a — --- E F 6 EXTERIOR EXTERIOR Lc o N F da HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION \13-/Outswing shown-Inswing also approved 3 Outswing shown-Inswing also approved ° m NZ O Q V DWG#: NOTE: FL-20867.3 SIDELITE SCREWS-LOCATED-6"-FROM-EACH=END-OF-MULLION--AND-3:EQUALL---Y-SPACED-SCREWS-FROM THE-END_SCREWS. ---- --- ------ -- SHEET:=_ - 13 of 3-2- aDTRINITY GLASS INTERNATIONAL INTERIOR INTERIOR 1 2 3 TRIMLY GLASS INTERNATIONAL 1 2 3 1 2 3 31651ST WAY S FEDERAL WAY,WA 98007 1 2 3 _ _ ?K(253)8737300 G G r 05 4 G G ,< 2 2 N N N title �> z Z[io 5 5 O In vi m 2 2 (SEE NOTE I) mzow �u� 91 11 Lu aw a oma _ N =Q m Z M Lu m a a U Lu ¢Z ' �.. Z' O< N C a Z CV '0t t I ll.l O F (SEE NOTE 1) E B EXTERIOR m EXTERIOR (n n HORIZONTAL CROSS SECTION r2-\HORIZONTAL CROSS SECTION Q Outswing shown-Inswing also approved Outswing shown-Inswing also approved N p LuuiV N 2021 5 Q 11 11 0 ............. r. d �1 HORIZONTAL CROSS SECTION m ui Outswing shown-Inswing also approved µo^ 3 == u Z w t Z J Y LL Q F NOTE: bwr,#: 1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.3 - -- - --- S T:1 OF- - _ TRI ITY D aD INTERNATIONALrRNATIIIONAALL V V° d v I O .. G I T0.TMTY GLASS WTEANAnONAL 1.1/4"MIN. c° PEOEAAL WAY.WA 98003 EMB(TYP.) PH:(253;075-7300 0z m O " B �N G�LQ h U j 2 Z O o n >m C aZ V W �Slmi x U to y DZ Wy gym¢ C tW >Np m Z¢m 11 1 2 3 g o oZ¢ Lu J¢Z °4 11 1 2 3 EXTERIOR yj Z w m m EXTERIOR r ix " H 5 5 INTERIOR ¢ a INTERIOR VERTICAL CROSS SECTION m 1 VERTICAL CROSS SECTION 5 SHOWN W1 1 X WOOD BUCK z 15 SHOWN W/2X WOOD BUCK Outswing shown-Inswing also approved O Outswing shown-Inswing also approved H z V r�Hj H V EXTERIOR INTERIOR LU w INTERIOR t EXTERIOR 5 D 11 10 25 p 11 D 24 ``. O •• .. ••" 1-114'MIN. a � iTa a e° .< EMB 1-1/4"MIN. °' A a EMB(TYP.) T F 7Gm Y z ¢F Z5 Z VERTICAL CROSS SECTION u 3Q VERTICAL CROSS SECTION �� DwG#: OUTSWING SILL 15 INSWING SILL FL-20867.3 15 -- - - __ _ -- _ -- - --- SHEET, 15-of=32= D a DTRINITY GLASS INTERNATIONAL 1-1/4'MIN. ,_ '° ° ° ° '° EMB(fVP.) IAIMN6U55T WAYNT[ AONAL EMB(TYP.) q ,c v °. ° ° 33e5 IST WAYS - ---— ° FEDEN.IL WAY,W498003 A PH!(253)9757300 8 I OZ m m m _ _ Nt2 to v#$ n (SEE NOTE 1) O �© a m a (SEE NOTE 1) m Z v w C T 2zN oQ„u 1 2 3 N� �p m ZaCIS m 5 Oc ozZ M T T 1 2 3 EXTERIOR L F,o U ¢ H w a 9 (SEE NOTE I) P W'em EXTERIOR H INTERIOR FF�� INTERIOR a 2 VERTICAL CROSS SECTION a VERTICAL CROSS SECTION SHOWN W1 1X WOOD BUCK .0 16 SHOWN WI 1X WOOD BUCK Outswing shown-Inswing also approved In Outswing shown-Inswing also approved Z EXTERIOR 0 z 0 INTERIOR EXTERIOR INTERIOR (� 2 T > LLJ \ D O(SEE NOTE 1) o- - --— O 10 26 (SEE NOTE 1) 24 13 - D O FRI4. ° . 1-1/4"MIN. 4 �.., EMB(TYP.) ..'v a .4.. 1-1/4"MIN. L- `. 4 • .•4'. .. .4' °a,. EMB(ITYP.) n VERTICAL CROSS SECTION VERTICAL CROSS SECTION ° m 16 INSWING SILL Q Z = v Z OUTSWING SILL o a v , DWG#: NOTE: FL-20867.3 -- -1-SIDELITE-SCREWS THRU-HEADER=AND-SIL=L=LOC-ATED-A-T-CENTER-OF-EACH SIDELITE=TOP AND-BOT-TOM RAILS. _--- ----- - _ --- _ - __ - ---- SHEET:= ib of 32= - 1-1/4'MIN C 1-1/4"MIN EMB(TYP) 1 C EMB(TYP) aDTRINTITY GLASS SHEET ROCK 1A INTERNATIONAL SHEET ROCK FURRING �\ • FURRING TRTtdTYGLASS INTERNATZONAL l•' D 1'�- 33651sT WAYS FEDERAL WAY,WA 98083 D PH'.(253)875-7300 O - -- — — 5 INTERIOR (SEE NOTE 1) o F INTERIORW ¢j o Hag g uJ Z W W m n•. (7 v1 C Q ••4• U of d � c W H Z 1n 7. m W Lu R O OC H D¢ 3: Z Z a muio P " EXTERIOR EXTERIOR 2 2 K LU w �]m Kw E 6 0 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION CO T Direct to masonry(5-1/4"min jamb) 17 Direct to masonry(5-1/4"min jamb) Outswing shown-Inswing also approved Outswing shown-Inswing also approved Z 1"MIN EDGE z n. 1"MIN EDGE K DISTANCE I K DISTANCE zo SHEET ROCK Co SHEET ROCK H r V" 4. ....�e W . .4 FURRING FURRING w W C 4 C 2 2 2 1 1 ��� WO O 5 D I (SEE NOTE 2) D f EXTERIOR EXTERIOR INTERIOR INTERIOR 3 VERTICAL CROSS SECTION ® VERTICAL CROSS SECTION mz �� Direct to masonry(5-114"min jamb) q-7/1Direct to masonry(5-1/4"min jamb) �� z u z Outswing shown-Inswing also approved Outswing shown-Inswing also approved o o v NOTE: Dw&#: 1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.3 -- ----- - - - 2.SIDELITE SCREWS THRU-HEADER AND-SILL LOCATED-AT-CENTER--OF-EACH-SIDELITE-TOP-AND BOTTOM=RAILS:---_ -- - — -- - —_ - — - SHEET-1- OF 3 2= 1-1/4"MIN aDTRINITY GLASS EMB.(TYP)1 INTERNATIONAL 1 2 3 C TRINII'CLASS INTERNATIONAL 336515T WAY 5 FEDERAL WAY,WA 98003 H 8 C D PH:(2531875-7300 _--- ----- -- - _ O Z m m C 1-1/4"MIN INTERIOR 5 r;.:' > ' y -Z -Z d a --- EMB(TYP) <o J O >m _ J M 1A mzzW 02 x SHEET ROCK ( N CO x= ro Wz R %yt FURRINGo� a s W o z w J¢Z ifr:t � Z Do Z w F- m OL d m 5 `L3 INTERIOR '' `` w EXTERIOR 7 8 ::;:> ° (D uJ 6 93 z F r2,\HORIZONTAL CROSS SECTION m ' g LEIJ LEISHOWN W/2X WOOD BUCK ll) o Outswing shown-Inswing also approved Z :'x Q 1-1/4"MIN H z EXTERIOR P EMB.(TYP) 11 > oc 1 2 3 C ,. W N 7 8 K (Y Lu - - L HORIZONTAL CROSS SECTION &° a Direct to masonry(5-1/4"min jamb) p Outswing shown-Inswing also approved 5 INTERIOR " R Ff 44 PRO q � '° On � mz � EXTERIOR 7 8 A o 0 3�' fr V= N z a HORIZONTAL CROSS SECTION Dwr,#: _ _ 1 SHOWN W/1X WOOD BUCK FL-20867.3 -- --------- -- - _ --- - - -0utswing-shown=Inswing-also`a proved- - - —-- - 5HEET=•18=0F 32- •l A ° 6"(TYP.) aDTRTNnnn GLAiSS SEE HINGE �I DETAIL 1 4" F j 6• MWTY5LA55 SN3£RNARONAL D - _ 3365151 WAY 5 FEDERAL WAY.WA 98003 TYP.HEAD G 2X BUCK 4. a I PH:(253)8754300 4' H 2X BUCK AND JAMBS N 1X BUCK L 1X BUCK o Z M m P DIRECT TO 13 _-vu MASONRY D MASONRY DIRECT — ¢o w Z1 4 0 o.c.(TYP.) E 1X/2X BUCK TYP•HEAD14'MAX. m z o= LL &JAMBS o.c.TVP.) IL w z I¢_ HINGE DETAIL 1 t u m IX/2X BUCK DOOR FRAME--,,,,, o o z< gym w Jaz m Z OC M Da 15.13"MAX. o w m m O.C.(TYP.) 5.50" F a m F MASONRY ' MASONRY OPENING OPENING SEE HINGE 6 m DETAIL 2 G 2X BUCK • N 1X BUCK _ — z ° P DIRECT TO ° MASONRY D TYP.SILL O z 41 E a HINGE DETix AIL 2 LJJ tn u - - - Wa - - - e° < °4 e BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry construction o CONCRETE ANCHOR NOTES: %��.0 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ��,.••r ••.•'t'iJ� 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: N y. ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 2XBUCKPP b� •• •••:��II' TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 1 X BUCK T '�� ••••• APCONmx 1/4" 1-1/4" 2" 4" DIRECT TO ELCO ULTRACON® 114" 1-1/4" 1" 4° MASONRY m m 1n ITW BUILDEX Z� Y Q~ TAPCCN® 3116" 1-1/4" 3" 1-1/2" o 0 3 z z ATE WOOD SCREW INSTALLATION NOTES: STRIKE PLDETAIL Dwr,#:FL-ZOH67.3 1.-Maintain a min_5/8".edge distance,$1"o.c.spacing of wood screws to prevent - ----- -- ---- splitting of wood. -- - - - - --- --- -- - -- 5HEET` F3-2- o L aD TRINITY GLASS e n G 311—' �4u1� < A 311—` 4I� 1 IN TIE RN ATIUNAL 4" 4" TRIMTY GLASS INTERNATIONAL DD 33651ST WAY 5 FEDERAL WAY,WA 96003 TYP.HEAD PH:(253)875-73M m &JAMBS TYP.HEAD _ m "v # &JAMBS — J 0 N m mm a Z =tS c� ac a a= " r0N z dwu oz Q oma 1X/2X BUCK 1X12X BUCK w Z 3m3 Z z N f i Z m ..o w0 ua. mui� 3; 15.13"MAX. 15.13"MAX. r z a o m FOR REF.ONLY O.C.(TYP.) O.C.(TYP.) FOR REF.ONLY w H a a MASONRY MASONRY m OPENING OPENING z •a •a H z ` H W W BUCK ANCHORING BUCK ANCHORING d CONCRETE ANCHOR NOTES: �e 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ` 1 r? p adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. 'C ' 2.Concrete anchor table: �'�'•�` g ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR 011 •*pRO�\\�` ITW BUILDER / \ rAPCON° 1/4" 1-1/4" 2" 4" ELCOm mZ �� ULTRACON® 1/4" 1-1/4" 1" 4" o n _2 v z tn Irw PconDi®EX 3/16" 1-1/4" 3" 1-1/2" o o u DWG#: WOOD SCREW INSTALLATION NOTES: _ FL-20867.3 1.Maintain a min.5/13"edge distance,&1"o.c.spacing of wood-screws to prevent-splitting-of wood.--- -- n 7" — - TRINITY GLASS SEE HINGE 4. 3"- 3" I a INTERNATIONAL DETAIL 1 -�r —1 8 II I j sn MNJT V GLSNWEA SATMNAL 65 FEDERAL WAY,WA 99003 7 H 2X BUCK PN:(253)875-]300 ° ZO — L 1X BUCK $ m D DIRECT TO — N-F. z--"#o MASONRY mOZ C MAX.O.C. (TYP,HEAD STRIKE PLATE DETAIL a X o= O.C. TYP.) 1X/2X BUCK 14°MAX. it 3 z p a u &JAMBS O.c-(TYp-) o Z w m a DOOR FRAME F 6 5 f o o za U H LL W J a y z Z & H�¢ G 2X BUCK �z c =W 5.51Y' N 1X BUCK dm P DIRECT TO MASONRY MASONRY a E SEE HINGE OPENING m DETAIL 2 d HINGE DETAIL 1 ° H Z ON DTYP.SILL 0 V) P 1. s° 2X BUCK 1X BUCK WBub DIRECT TOaHINGE JAMB 4 STRIKE MULLION MASONRY FRAME ANCHORING Mason construction CONCRETE ANCHOR NOTES: Masonry HINGE DETAIL 2 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be �.`` O l 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. O 2X 0. n` o�'�""- D 2X D 4X LL r ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 14 16 17 ® s %•S ~ "-` ITW BUILDEX ® 18 ♦ GG .•' TAPCON® 1/4" 1'-1/4" 2" 4" •,,dam,'••• F ELCO ULTRACON® 114" 1-114" 1" 4" ® P�O``� ITW BUILDEX ® ® o ® 18 '° m T Iii TAPCON® 3116" 1-114" 3" 1-1/2" O Q n 3 J 2= v Z 4X o 110 v WOOD SCREW INSTALLATION NOTES: WEWA-A VIEWA-A VIEW B-B VIEW B-B DWG#: 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 Sill to mullion attachment .7 FL-20867. -- Standaor rd .Fat Mullion to-prevent'splitting=of wood= -- - _- ___-____.___�._-- ) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) — SHEET--21_0F 3-2- -- 6" 7" qm aDTRINITY GLASS SEE HINGE .43" — 3' I INTERNATIONAL DETAIL 1 8 -1 0 _ I I I I I I 6• nrwM GLASS ASS SI WAY^5 TIONAL FEDERAL WAY,WA 98003 ° H 2X BUCK ��` PM(253)875 73M -- L 1X BUCK o z m A S s D DIRECT TO MASONRY — ° 31.00°MAX. TYP.HEAD STRIKE PLATE DETAIL w = o x m u D.C.(TYP.) 1X/2X BUCK 8,IAMBS 1a°MAX. O.C.TYP. a m I ) w ry w m ZS m m DOOR FRAME -- F 6 93 Z -C H U Q G ® G 2X BUCK FF!z a - o w 5.50' N 1XBUCK a�" P DIRECT TO MASONRY MASONRY a OPENING E SEE HINGE m DETAIL 2 d _ _ HINGE DETAIL 1 N ° D F 0 z TYP.SILL g o a G 2X BUCK > CL N 1X BUCK W `n P DIRECT TO - HINGE JAMB �° MASONRY STRIKE JAMB E FRAME ANCHORING Masonry construction HINGE DETAIL 2 CONCRETE ANCHOR NOTES: 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ���`�QO,;.....'��ti,'�, adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. O: o L c F ANCHOR ANCHOR ZHE R EMBEDMENT TO MA ONRYNJ EDGE ADJUSTMENT ANCHOR NU TY '., •� ~�J ya ITW OUILDEx 1!4" TAPCON 1-1/4" 2" 4" •,�d� 'F b ULTRACON® 114" 1-1/4" 1" 4" `� ITW DUILDEXCOTAPCON® 3116" 1-1/4" 3" 1-1/2" v m z WOOD SCREW INSTALLATION NOTES: o a u DWG 1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws FL-20867.3 to prevent splitting of wood.- -_ - - ---- --- ---- --- --_- ------ --- -- _- _ -= 5HEET:22-OF3-2= CL 7" If aDTRINITY GLASS -- SEE HINGE 3" 3" ! � a INTERNATIONAL DETAILI A I�- • 8 I I I I I l I T"IN3TY GLA5S LNTE"NAT[ONAL s 33651ST WAY 5 A -- �1 FEDEP(2 WAY.875,73 W7 I / `/�J VH:(297)679J3"0 --- H 2X BUCK o z m L 1X BUCK D DIRECT TO ¢ Z-a, H>o 310"MAX. MASONRY I g _ m O.C.C (TYP.) 1X/2X BUCK TYP.HEAD 14'•MAX. STRIKE PLATE DETAIL m 3 z < &JAMBS o.c.tTYP.to h a m a DOOR FRAME F N Q�Q °° Z¢m r 6 l�9 11-� K La 't a Z LL ae H G F!�1z W m r mo ® d Om a 5.50° MASONRY ESEE a HINGE OPENING m DETAIL 2 d _ HINGE DETAIL 1 r) Z D P.SILL F 0 zo _ 6 N 9.: a s^ GLl cL j H B LU HINGE MULLION a, a u I a -- - STRIKE MULLION E FRAME ANCHORING Masonry construction HINGE DETAIL 2 CONCRETE ANCHOR NOTES: 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be �o .* Ll����'J„ adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 14 16 17 o may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. D D 2X 2X D 4X LL ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO ' vh TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 14 16 17 ® ® ~ 18 ITW BUILDEX ® ° ° �L:-••., �a TAPCON® 1l4" 1-1/4" 2" 4" .,d� ••' F �'6 ELCO ® 1/4" 1-1/4., 1,. 4.. ® ULTRACON X ul.-, 03 ITW BUILDE TAPCON® 3/16" 1-1/4" 3" 1-1/2" ® ° ° ® 18 ' m z F-a Z� YLL G♦- WOOD SCREW INSTALLATION NOTES: VIEWA-A VIEWA-A VIEWS-B VIEWS-B o4X V z DWG#: 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 Sill to mullion attachment FL-20867.3 to prevent splitting of Woo"d - - - __ ------(Standard or Fat Mullion) _(Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) - - -- - - - --- _ _ —= - SHEET:_ 2-3aF 3=2= G SEE HINGE 3"--DETAIL 3- D 1 A 336515TWAYS 4 rat DETAIL FEbEA. WAY,WA 98W3 FK(Z531975-7300 2X BUCK as Y 1X BUCK DIRECT TO MASONRY 0 s 31,00"MAX. STRIKE PLA TE DETAIL i'VI MAX. F* - - A5 . O.C.(TYP.) 1X/2X BUCK TYP.HEAD O.C.(TYP.) 4 co-c LU . UJ &JAMBS -C Z ca DOOR FRAME--, LU nz.z U Z < 0, Iii 0 =1 Uj n Z ca MASONRY SEE HINGE OPENING >.i DETAIL 2 4 HINGE DETAIL 1 (J) z 4 z TYP.SILL 6 V) 6- Q > B B LU W HINGEJAMB STRIKE JAMS 4, E FRAME ANCHORING Masonry construction HINGE DETAIL 2 1 :74 . . CONCRETE ANCHOR NOTES: %— ,( 0 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 0, Yy may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. LL: ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR rrw Bu EX 2- 4" 10 TAPCO 1/4" 1-1/4" ELCO ULTRACONO 1/4" 1-1/4" 4" ILDE .2 z ",A'.uONcx 3/16" 1-1/4" 3- 1-1/2" Z V' �.4- T X G z In I U I V) WOOD SCREW INSTALLATION NOTES: DWS#: 1,Maintain a min,5/8"edge distance,&1"o.c,spacing of wood screws FL-20867.3 toprevent splitting WW(Rddf SHEET--24-01"321 �DTRINITY GLASS INTERNATIONAL d 7" 4"I'.- 3" 4" TA3NLTY GLASS INTERNATIONAL 37651ST WAY 5 0 FEDEAAL WAY,WA 98003 PH'.(253)875-7300 TYP.HEAD m 4 ° &JAMBS o 0 a Y m Z¢m ^ 1X12X BUCK in Z mH o 'li o a m ui, o a 15.13"MAX. z �]m O.C.(TYP.) a a MASONRY m OPENING Z .d O Z 0 o. w w a. ed a o. BUCK ANCHORING �3 � CONCRETE ANCHOR NOTES: ����Q0 ���;' 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be O; adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be LL: , r required to ensure the"MAX ON CENTER"dimensions are not exceeded. <� 2.Concrete anchor table: ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO ��i''�y•.•*pRO;`�. TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR nW BUILDEX _ TAPCON® 1/4" 1-1/4" 2" 4" B� o m m �u) {—V' Z In Y Q I_ ULTRACON8 1/4ELCO " 1-1/4" 1" 4" o 0 o v= z ITW BUILDEX „ TAPCON® 3116 1-1/4" 3" FL-20867.3= --WOOD SCREW-INSTALLATION-NO-TES:.— _ 1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. -- _ _- _ SEE HINGE e aDTRINITY CLASS ]^ �6°(TYP) INTERNATIONAL DETAIL 1 8 3"y �_ 5• TRIWI GLA55 INTERNATIONAL —— 7 33651ST WAY 5 FEDERAL WAY,WA 90003 H 2X BUCK PH:(253)8I5-730D L 1X BUCK o q D DIRECT TO MASONRY _ o " m ins O K6 31.00•MAX. STRIKE DETAIL 1 W z o= x O.C.(TYP.) 1X/2X BUCK TYP.HEAD ASTRAGAL SHOWN 14"MAX, t° z ac _ 8 JAMBS o.C.(TYP.) a Z w u FOR REF ONLY o m m DOOR FRAME _ F Ld 1i ¢ o o z es tD Z LL OC H D Q n G 2X BUCK w�-Iz w m 5.50° N 1X BUCK r a �m P DIRECT TO MASONRY MASONRY o OPENING E SEE HINGE m DETAIL 2 _ HINGE DETAIL 1 ° F H z D TYP.SILL B B _ s N S• G 2X BUCK > r N 1X BUCK (L w P DIRECTTO � ---- "°`< MASONRY HINGE JAMB FRAME ANCHORING ASTRAGAL E Masonry construction CONCRETE ANCHOR NOTES: HINGE DETAIL 2 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be O 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. o ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 6 22 R 23 li ''- TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR <� 'I'APCON' 1/4" 1-1/4" 2" 4" . •' ULTRA ONo 1/4" 1-1/4" 1" 4" ITW BUILOEX .o TAPCON° 3/16" 1-1/4" 3" 1-112" F _ — VIEW A-A VIEW B-B DWG#: 0o � �= WOOD SCREW INSTALLATION NOTES: aN Z 1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws - -- to=preventsplitting-ofAstragal Strike @Head Astragal Strike @Sill wood.— - --- ___-- FL-20867.3 ------- -SHEE1-26-OF 32- — L aDTRINITY GLASS A G INTERNATIONAL ,7 7 3" 3" 4„ mwnY GLA Ss TER s T:OWL FEDERAL WAY,WA 98003 PH(253)875-7303 O Z w n TYP.HEAD i I- z ZI -- &JAMBS ° R I,6 m m 1 mZ _ �y z oWv �z Q gym¢ N'•' Y m Z H m 1X/2X BUCKH w a 1 wz m ¢ w O F? a m � 15.13"MAX. z a O.C.(TYP.) UJ t- FOR REF.ONLY T MASONRY °0 OPENING In a Z '44 ,O^ Z v I OC d V BUCK ANCHORING 0 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 mortarjoints. Additional concrete anchors may be o � required to ensure the"MAX ON CENTER"dimensions are not exceeded. LL 2,Concrete anchor table: yz ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TOTYPE •• ,✓- d SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR RW BUILDEX TAPCON® 1/4" 1-1/4" 2" 4" o Z Y LL ¢F UL ELCO 1/4" 1-1/4" 1" 4" ITW BUILDEX p t� 3 =_ Z TAP 3/16" 1-1/4" 3" 1-1/2" o o �' WOOD SCREW INSTALLATION NOTES: Dw�# - - - FL-20867.3 1.Maintain a min.5/S"edge distance,&1"o—c._spacing of wood screws to prevent splitting of wood.- - --- ---— SHEET.27 OF 3-2 SEE HINGE a 47" . �� 3" �TRINITY GLASS DETAIL 1 I INTERNATIONAL 311 A �_ 8 Ij j f I I B° Tp WN GLA55INTECNATTONAL A A - — 33651ST WAY 5 4. n FFD :(2 suG WAY,WA 98007 ------ H 2X BUCK 7 PH:(253) ZO L 1X BUCK o s _ D DIRECT TO - -F -Z- Z o o R - N MASONRY � >m 31.00'MAX. 14'MAX. w 0 C1 m .. O.C.(rYP.) 1X12X BUCK TYP.HEAD ASTRAGAL SHOWN O.C.(TYP.) STRIKE DETAIL 1 z a¢s &JAMBS FOR REF ONLY 0a , v DOOR FRAME _ N m z¢m �a N 6 G0z a , Wo 5.50' G MASONRY — SEE HINGE OPENING E r DETAIL 2 m HINGE DETAIL 1 l!) '.. A, z Bi B D TYP.SILL zz F U 1 I 1 1 1 1 1 1 i 1 1 i 1 s° s H tn as G 22 I • G -o- - - ----- HINGEJAMB FRAMEANCHORING ASTRAGAL Masonry construction E o d CONCRETE ANCHOR NOTES: HINGE DETAIL 2 1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be �.` �0,.*•�!��tii�i�. adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. VIEW A-A Astragal Strike @ Head ti ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR R 23 u'�y'•.,. ETAN 114" 1-1/4.. z.. 4..1/4" 1-1/4" 1" 4" m 3/16" 1-1/4" 3" 1-1/2" o 3 _= w z WOOD SCREW INSTALLATION NOTES: DWG#: V — 5.25" ----- - - 2.12" aD TRINITY GLASS 4 2.1 Z" - INTENNATIUN AL I I � --------- 1.68"--I cn 0 3.98" Tom �+-1.98--I ci �p T4IMTY GLA55INTEPNATSONAL O 336515T WAY 5 O O L0I FCOPR(253)875-7300 3 SIDE&HEAD JAMBS DOOR SWEEP - - 1 OUTSWING SIDELlTE SPACER 2 o z v (5-1/4"or larger) 26 MATERIAL:PVC .5 O O o MATERIAL:WOOD MATERIAL:PVC ¢o z N>S 0 v wz Z a x1�i x 4.56" m O cOc¢= LL �N 0 nw V 2'29"_� 1'3 N�' v m Z¢m LU ' O w m W O s0 HINGE f o f F�Z aim d MATERIAL:STEEL 2.44— is OUTSWING SIDELITE SPACER J 4.56" AL:PVC MATERIAL:PVC n SIDE&HEAD JAMBS r' MATERIul) m @OUTSWING SILL 5.25 o In O H ALUMINUM WITH PVC SUBSTRATE v > Lu Lu 5.63" - --- 6 0 9 SIDE&HEAD JAMBS - - - (5-1/4"or larger) J MATERIAL:PVC 4.56--1 INSWING THRESHOLD �r 24 ALUMINUM WITH PVC SUBSTRATE 1.22" 2.44"-yl O; � n 4.56" r- 4.56"-1 cn —L O 0 0 0 I N —� o '2 5 co m Z ui (- 2.44"--I t ^ Z v z f SIDE&HEAD JAMBS SILL KEY DETAIL DWG#: V SIDE&HEAD JAMBS n 9 MATERIOPTIONAL FL-20867.3 AL:PVC - --- MATERIAL:WOOD --__ - _ _ _— -_ - - - - - - - - - SHEET-29O= _ �DTRINITY CLASS INTERNATIONAL 4.56" . .:....... ... TMWVsussTn NAL 3365 WAYS ...,..-.,:r:...^.t...:•::......... FEOFAAL WAY.WA 9 PH:(2531875-7300 0. m "� - _ 23-N <O Z Z m 11 STANDARD MULLION °a 0<= LL �wu � MATERIAL:PVC N H 0 m Z¢m H 1.00° 58^ w Z w a Q a Q r• a mtu� S o � �z o o 4.56" f i V I :tt['. *l:`i^�u1t:'s.��:_:- �r.i•ti`:�F I N �/� [O O _ O v) o Y'r• A „ I U) r_ H H 2.00•— n FAT MULLION N W w MATERIAL:PVC m -a- MULLION BASE KIT 15 MATERIAL:PC/ASA URETHANE GLUE 4.56° 1 0 URETHANE GLUE 0 0 •,;�1 LL: N cV #8x1 1/4"PRH WS(4 NEAR SIDE) m m z STANDARD MULLION #8x1 1/4"PRH WS(4 FAR SIDE) n TWO-PIECE"FAT"MULLION o^ 3 _i N z 14 SECTION A-A �� MATERIAL:PVC _01,0 MATERIAL:WOOD DWG#: - - - -- - - - FL-20867.3 - - - —.—_ - -- SHEET:30OF-32= -- N TRINITY GLASS �-19.63"�I INTERNATIONAL SCREW LATCH(BLIND HOLE) 00 SCREW LOCATIONS(TYP.) DEAD BOLT(fHRU HOLE) — 5.50" 33.13" SLIDE BOLT ROD TRIM Y 041557NTERNAnCNa STEEL FEDERAL IST WAY 5 RAL WAY.WA 90003 PH'(2531875-7300 0 2.75" m X2.50" oZ m {�---�-1.63" --- I I 3.757 3.63" - "0.75" 2.50" 10.5 0" N-¢No81 Z 3 m 1 18.75° 18.50° zz O= oV IL v w= TOP BOLT RETAINER 26.75" 26.50" 9-3/4"ALUMINUM n 0 '� v m 2;2.t e a °° O k wH w Z BOLT RETAINER ~ m w�'°zUj , d mwo SLIDE BOLT ROD 2.65" H ALUMINUM ASTRAGAL 1.75" ALUMINUM ASTRAGAL m VIEW A-A 6'8 Aluminum Astragal by Endura Products U-) Aluminum Astragal Assembly Z 0 z 1f -7.84 SCREW LOCATIONS(TYP.) o H C== ju C= 5.50" 33.13" I > u [:: - w v7 LU 1N O O 03 FLUSHBOLT BAR Diecast Zinc m Cq 20.25" 1.38" p c 0 p 32.25" 8.13" f 43.62" --� 1.09' O a ti F FLUSHBOLT IL DEADBOLT(THRU HOLE) LATCH(THRU HOLE) 0 Diecast Zinc .,eddy"•*PRO;`��'� FOI o t " � m 3.38 Co o a 3 ILJ s u Z Ln �PVCASTRAGAL DW&# 1.44" 6'8 PVC Astragal by Trinity FL-20867.3 WEW B-B — - _ = - = - — - - PVC Astragal AssemblySHEET_ --- 31 of 32— BILL OF MATERIAL a GLASS ITEM# DESCRIPTION MATERIAL D TRINITY INTERNATIONAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE T4L W6 As97NTE9NAnONAL D 1/4"X 2-314"PFH ELCO OR ITW CONCRETE SCREW STEEL FEDEOALSWAY.WA 98003 - ------ -- E #9 X 3/4"PFH WS STEEL PH:(253)875-7300 F #9 X 1"PFH WS STEEL pZ O m IT G #9 X 2-1/4"PFH WS STEEL o - _ H #10 X 2-1/2"PFH WS STEEL ¢� Q Zi g 1 #8 X 2"PFH WS STEEL m w m ` J #6 X 1=1/4"DRYWALL SCREW STEEL m a O u i a K MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 CONCRETE w a Z m w OR HOLLOW BLOCK CONFORMING TO ASTM C90 nl o m Z H m L 114"X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a a Z M 1/4'X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEELLU6 m Q w g N 3/16"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ZW m it O #8 X 2-112"PFH WS STEEL P 3/16"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Q #8 X 1"PFH WS STEEL o R 3/16"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD m 1A JAMB(FINGER-JOINT PINE-313>=0.42) WOOD N 2 JAMB PVC Z 2A JAMB PVC O 3 JAMB PVC 5 WEATHER STRIP QEBD650 Q-LON - (n 6 3.98"X 4.0"HINGE MIN 0.098"MIN THICK STEEL H 7 STRIKE PLATE STEEL w 8 DEADBOLT PLATE STEEL Lu o 9 SILLKEY PC/ASA - 10 OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC 11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET - 12A SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET o 12B SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET 12C SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET �%% _c a. �", j 13 OUTSWING SIDELITE SPACER PVC ���tGQ0.•,••••••... v 14 STANDARD MULLION(FINGER JOINT PINE SG>=0.42) WOOD p � 6 15 MULLION BASE KIT PC/ASA F O 16 STANDARD MULLION PVC u 17 'FAT"MULLION PVC ua .•y ~ "t � 18 TWO-PIECE"FAT"MULLION PVC 19 1X MULLIONWOOD �b�y"• p?,0 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM ' * 21 PVC ASTRAGAL BY TRINITY PVCm N m Z t 22 ASTRAGAL STRIKE @HEAD STEEL a^ 3-3 =LL 2 23 ASTRAGAL STRIKE @ SILL STEEL o _ 24 INSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC DWG#: 25 DOOR SWEEP--`=—__= PVC FL-20867.3 26 INSWING SIDELITE SPACER PVC - - - - _-- — ----_ --- SHEET:3_2.OF-32= 398 E Dania Beach Blvd. BUILDING DROPS Suite'33g r Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 9_54_744 473,9 FX contact@ buildingdrops;lcom Product Evaluation Report Of I Trinity Glass International X6698" Glazed li berglass Door hiswing/ utswing34 (Non-Impact) for Florida Product Approval L# FL20867 Report o. 4420 Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Exterior Door Sub —Category: Swinging Exterior Door Assemblies I d Product: Glazed Fiberglass Door Inswing/Outswing Material: Fiberglass j Product Dimensions: See Installation Instructions, FL-20867.31 Prepared For: `Trinity Class International 33625 1" Way S Federal W iv, WA 98003 Prepared by: Hermes F. Norero, F.E. Z�;��� ••:�O Florida Professional Engineer#73778 ..- Date: 07/25/2016 _ "I • T T Contents: -)3 0•' L O QQ'•;•'�� Evaluation Report Pages 1—4 Digitally signed by Hermes F.Norero,P.E. �/ONAL Reason:I am approving this document Hermes F�!Nar�o, P.E. I Date:2016.08.26 14:46:27-04'00' Florida No. 73778 //rA\\ BUILDING DROPS Date: 07/25/2 0 16 (1 3 A Perfect,Solution in Every Drop Report No: 4420 Certificate of Authorization:29578 I Manufacturer: Trinity Glass International Product Category: Exterior Door Product Sub-Category: Swinging Exterior Door Assemblies i Compliance Method: State Product Approval Method (1)(d) i Product Name: Glazed Fiberglass Door Inswing/Outswing (Non-Impact) i I Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Trinity Glass International based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval proces's 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-20867.3,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. i Limits of Use: j 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 require an impact resistant covering. 4. Site conditions that deviate from the details of drawing FL-20867.3 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions FL-20867.3 for size and design pressure limitations. i Hermes F. Norero, P.E. Florida No. 73778 iPage 2 of 4 I I i BUILDING DROPS ` Date: 07/25/2016 A Perfect Solution in Every Drop Report No: 4420 Certificate of Authorization:29578 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 202-94 • ASTM 283-04 • ASTM E330-02 • ASTM E331-00 • AAMA 1304-02 i i 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 08-1370020, Report Date:07/10/2008 Report#:TEL 04251172, Report Date: 12/15/2014 Report#:TEL 04251335, Report Date:05/05/2015 Report#:TEL 01470437, Report Date: 11/30/2011 Report#:TEL 06-0918-2, Report Date: 10/10/2006 !I Report#:TEL 01370210, Report Date: 12/21/2009 3. Product Testing performed by ETC Laboratories (FBC Organization#TST2411) Report#: ETC-05-781-16179.0, Report Date: 12/21/2005 Report#: ETC-05-781-16208.0, Report Date: 12/21/2005 I 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 I 'I i i BUILDING DROPS A Perfect Solution in Every Drop Date: 07/25/2016 Certificate of Authorization:29578 Report No: 4420 I Y 'I Installation: i Refer to Installation Instructions(FL-20867.3)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(FL-20867.3)for design pressures based on size,configuration,and glass types. i I I I i i I I I I I Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 I II I '