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HomeMy WebLinkAboutProduct Approval Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... j � M SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Ste Map Links i Search I` Product Approval t :USER:Public User P RECEIVED Product Approval Menu>Product or Application Search>Application List>Appiiotion Detail FL# FL20867-Ri� MAR 18 2020 Application Type ation ST, Lucie Count Code version 2017 Y. Permitting Application Status Approved Comments ,a ArchivedCOPY L Product Manufacturer Trinity Glass International Address/Phone/Email 336151st ay Federal Way,WA 98003 (253)875-7300 andrewn@trinityglass.com Authorized Signature .Andrew Na andrewn@trinityglass.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Ext=DoorsSubcategory Sw Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL20867 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 1 of 3 8/2/2019,4:48 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity :;Yes No N/A FL20867 R1 COC SA20867 SS 2017-10-09.odf Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/10/2017 Date Pending FBC Approval Date Approved 10/15/2017 Summary of Products FL# Model,Number or Name Description 20867.1 a. Fiberglass Door 6-8 Glazed"Impact"Fiberglass Door-Outswing limit e Installation Instructions Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.1 SS 2016-08-26.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E.#73778 Impact Resistant:Yes ✓ Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions,FL-20867.1,and FL20867 R1 AE PER4418 SS 2016-08-06 odf Evaluation Report,PER4418,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. 20867.2 b. Fiberglass Door 6-8 Opaque"Impact"Fiberglass Door-Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.2 SS 2016-08-26.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-20867.2,and FL20867 RI AE PER4419 SS 2016-08-06.1)d Evaluation Report, PER4419,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. 20867.3 c. Fiberglass Door 6-8 Glazed"Non-Impact"Fiberglass Door- Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20867 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 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 configurations,installation requirements,and limits of use. 20867.4 d. Fiberglass Door 6-8 Opaque"Non-Impact"Fiberglass Door- Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20867 RI II FL-20867.4 SS 2016-10-18.1)d Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E.#73778 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions, FL-20867.4,and FL20867 RI AE PER4421 SS 2016-08-06 odf Evaluation Report, PER4421,for design pressures,sizes, Created by Independent Third Party:Yes configurations,installation requirements,and limits of use. 20867.5 e. Fiberglass Door 8-0 Glazed"Non-Impact"Fiberglass Door- Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20867 R1 II FL-20867.5 SS 2016-10-18 odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778 2o f 3 8/2/2019,4:48 PM TRINITY GLASS INTERNATI.UN'A.L INSTALLATION NOTES: Trinity Glass international336TI IPlITY665STWA NATIONAp. 511ST WAY 5 'FEDERAL WAY.WA 98003 . ON INSTALLATION ANCHOR IS-REQUIRED AT EACH ANCHOR // PNS(253)BPS-7300 4 ' LOCATION SHOWN; GLAZED FIBERGLASS DOOR o 2: THE NUMBER OF INSTALLATION ANCHORS DEPICTED.IS THE y/�� e MINIMUM NUMBER OEANCHORS TO BE USED:FOR PRODUCT IM/ :ACCT OU�TSW/NG N1. N z� INSTALLATION OF THE MAXIMUM SIZE LISTED: �3 W H J.�m,. a F vl m' 1. INSTALL INDIVIDUAL INSTALLATION ANCHORS.WITHIN A TOLERANCE w Z. O=�- OFs12INCH(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). - Cx w.�: TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION: GENERALNOTES: ANCHOR TO THE NEXT; w¢. W� T Z.-C w m :1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND '<M, (Z Q Q 4: .SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD' MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA u� u3 c 1-+. .a SEARING SHIM(S),MAXIMUM ALLOWABLESHIM STACK TO BE 114 BUILDING CODE. BC),INCLUDING HVHZAND HAS BEEN TABLE OF CONTENTS 0 a H o2 '" INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS: EVALUATEDACCORDINGTO THE FOLLOWING: SHEET..# DESCRIPTION � a. °0 m n SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR : TAS 201-94 BETTER. TAB 202-94 1 General notes a�m 6 .. TAB 20344 2' Typical elevations,design pressures 6: THROUGH FRAME::FOR.INSTALLATION INTO 2X WOOD FRAMING USE. . ASTM E283-04 MINIMUM#10 WOOD SCREWS OF SUFFICIENT LENGTH TOACHfEVE 1 . ASTM E33"2 3Typicalelevations,.design pressures 12"MINIMUM EMBEDMENT INTO WOOD SUBSTRATE:MINIMUM EDGE . ASTM--.E331-00 43 DISTANCE.OFF.314°SHALL'BE MAINTAINED. .. AAMA,130"2 4 Typical elevations,,design pressures 5' Typical elevations,design pressures m 6:. THROUGH.FRAME-EOR.INSTALLATION INTOCONCREZ'E/MASONRY. 2. ADEQUACY-OF'THE EXISTING STRUCTURAL USE 1/4•ITW TAPCONS:OR 144'ELCO ULTRACONS:OR3116"ITW :CONCRETE/MASONRY AND 2X FRAMING AS AMAIN WIND 6: Door panel construction details TAPCONS:OF SUFFICIENT'LENGTH TO ACHIEVE 1114-MINIMUM FORCE RESISTING'SYSTEM CAPABLE OF:WITHSTANDING AND: 7 Sidelite panel construction.details Z' EMBEDMENT INTO CONCRETEIMASONRY, TRANSFERRING:APPLIED PRODUCT LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OF THE ENGINEER OR 8 :Glazing details 7.. MINIMUM:EMSEOMENTAND EDGE DISTANCE EXCLUDE:WALL ARCHITECT-OF RECORD FOR THEPROJECTOF:INSTALLATION: 9 Vertical cross sections Z FINISHES,INCLUDING BUT NOT LIMITED10 STUCCO.FOAM,:BRICK - O VENEER,AND SIDING: 3. IX AND 2X BUCKS(WHEN USED)SHALL'BE DESIGNED AND 1,0 Verticali:cross sections. - ANCHORED TOPROPERLY TRANSFERALLLOADSTOTHE F—I 8.: INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUST BE STRUCTURE BUCK DESIGN AND INSTALLATION.is THE 11 Horizontalcross:seCtions >, U: .MADE OF CORROSION RESISTANT:MATERIAL.OR HAVE A. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12 Horizontal'cross:sections (,V m. CORROSION RESISTANT COATING,: RECORD FOR THE PROJECT OF INSTALLATION. , w 1'3 Horizontal:cross:sections L ' 9:. FOR HOLLOW SLOCK:AND GROUT FILLED BLOCK,OO NOT INSTALL 4,, THE INSTALLATION DETAILS.DESCRIBEDAEREIN'ARE GENERIC: 14 Vertical&Horizontal cross sections INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCEIS AND MAYNOT REFLECT'ACTUAL CONDITIONS FORA SPECIFIC _ MEASURED.FROM'.FREE:EDGE OF BLOCK OR EDGE OF MORTAR. SITE:IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 115 Horizontal.cross sections JOINT INTO FACE SHELL.OF BLOCK, FROM THE REQUIREMENTS DETAILED:HEREIN,AlICENSED 16 Buck$Frame anchorin ENGINEER ORARCHITECTSHALL PREPARE SITE.SPECIFIC g 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE DOCUMENTS FOR:USE WITH THIS DOCUMENT IN NON-HVHZ -1.7 Bock.anchoring. Z- WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS; AREAS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 18 Frame anchoring' : ��� /q :m STRENGTHS;LESS THAN THE MINIMUM.STRENGTH SPECIFIED BY 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED9 Frame anchoring:_.. �.�`�F,O .,a��,y�'+��A THE ANCHOR MANUFACTURER. FOR THIS PRODUCT; , 20' Frame anchoring r^� 11, INSTALLATION ANCHOR CAPACmES.FORPRODUCTS HEREIN ARE 6. FRAME SMULLION MATERIAL:,WOODORPVC 21 Buck anchorin �`• - A.'s;, BASED ON SUBSTRATE MATERIALS WITH.THE FOLLOWING g. .:.. PROPERTIES: Z CLADDING MATERIAL::FIBERGLASS- 22, Frame anchoring: A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. : N B,CONCRETE-:MINIMUM.3000 PSI COMPRESS I IVESTRENGTH 23 Frame anchoring. y: C.HOLLOWIGROUTFILLED'CMU-STRENGTH CONFORMANCE:TO 24' BUCK anchoring, 1 ASTM cso,MIN.Fm=2000PSI. 25 Frame anchoring, i'i, y *:pFz�F�% 26 Components m ,1 ui 27 Components < ca 28 Components. o _ Z 29 Bill.of materials bWG#: pig itailysigned by Hermes'F.Norero,P.E. 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Q 11 4' " 1 2 p 1. `� . 1 4 1 1 2'. 1 m `oma 1 >': : W' n 3 3 3 3 9 � 9 CONTINUOUS HEADEKAND SILL CONTINUOUS HEADER AND SILL z MAX .CONFIGURATION FRAME. DESIGN.PRESSURE:(PSF): p �, � o JAMB&MULLION TYPE DIMENSION POSITIVE NEGATIVE WOOD. +60.0 -70:0 y " OX/XO 74J5"X 80:50 `y PVC +55.0' .55.0 OXO' 1 T2.00"X 80WOOD: +55. :50" 0' 45:0 .o m. m z � PV +55.0 -55A oo p^ j. =z N zT v DWG#: FL-20867.1 SHEET: 3 OF 29 75;50"MAX O.A. 113.50"MAX.O.A. TRINIT.Y.GLASS '. '. FRAME WIDTH, FRAME WIDTH: INTER NAri ONAL--.75"MULLION .76'MULLION 37.50"MAX. 37,25"MAX. 37:50"MAX 37.25 "MAX. FRAME WIDTH FRAME:WIDTHFRAME WIDTH FRAME WIDTH TkINI7Y 5LAss INTERNATIONAL .. .. _ .. ... .. .. 33651"AY 5 1 2 3 1 2 4 1 2: 3' 1' 2. 4. FEDERAL WAY,IWA @8003 9 9 4 1 1 1 9 9 4 1 O PH:(283)875.7300 a. u j Q':t3I Z. .O n 'c Z� H>m m w: F,(a d m LL j m.0 LLI?� .oOC,�=. iAL Lu -< co 'm H.o-.1m t"'D QL LLJ z 2 1 F3FI �im fu cl, W W 2t 2 w 2.. o LL X O 4. 0 1 LL O 4 O 4 T 1 1 4 . „ �. O 1' . Q 2' t7) 3 2 1 Z b 1 1 co 11 O z Lu MAX CONFIGURATION' FRAME DESIGN PRESSURE.(PSF) ^ s JAMB 8 MULLION TYPE DIMENSION POSITIVE NEGATIVE WOOD +60.0 -70.0` `y OXIXO 75.50"X 80.50" PVC +55.0 -55.0 '�+���3y•�c"PRO�.�`� WOOD +55.0 -55.0 OXO 113.50"X.80.50"[" '�-'v V) PVC: +55.0 -55.0 a^ -' =i z DWG#( FL-20867.1 SHEET- 4 �F 29 �pTRINITY GLASS iNT E R N AT:I ON AL 150.00" MAX.O.A.FRAME WIDTH 74.00"MAX.FRAME WIDTH TRINITY GLASS TNTEMATIONAL n65 urwAY s 75"MULLION FEOMN.wnY;WA 98003 PH:.(283)8737300 74.00"MAX.O.A. CC 37.25"MAX.FRAME WIDTH 00 FRAME-WIDTH S o M Y z v#v. 1 2. " 3 1 2 3 1 2 4 Qz z`.0 H a g 9 9 9 9 4 1 1 1 oN Iii a� <_. F a awv N.d .w.J'az m 'z lb<m m N QM � aZe iu a m ui o nE 1 CL 0, � 1 w: 2 Q: x W' 1 0 m a X O A3 X O X O 3. X 0v 2 tn. 1 p :1 b qa 4 Z. $ 3 1 0 2 o: 1" LLJ OE Lu IR 11 3: 3 zo' 9 g 1 J 0-:1:•n 6:ad MAX DESIGN PRESSURE,(PSF) DESIGN PRESSURE(PSF) CONFIGURATION. FRAME �ALUMINUMASTRAGAL PVCASTRA.GAL N DIMENSION POSITIVE NEGATIVE ! POSITIVE NEGATIVE "may XX 74A0"X 80.50" +55.0 45.0 +47.0 -47.0 jr OXXO 150.00"X 80.50" +55.0 -55.0. +47.0 47.0 o m- zw m= Qz DW6#: f L-20867.1 SHEET' 5 of 29 1 ... . ........ ..... . .. ................ LVL STILE GIG G3 G4 1.58" j FIBERGLASS SKIN SEE,SHT 82:38" 1:58" PVC STILE CAP TRINITY GoLNASS ITIAL FOAM CORE INTERIOR 17" i T i e f f Y t i K 1 ,i4�y de r N+R•mY aASS xNTDtNtiridvq 33451ST WAYS 56,11.22' • �! } ? �f s �'L ,• ' 1:56" FEDflULWAY,WA"W3 i s �4 4 1"•: �' i» a cI; �I 1.57" iH:(253)W}7350 ci 10" :EXTERIOR 19" TOP RAIL , vk v SEE DETAIL2 LVL LOCK:BLOCK 1:25" PVC q 1 _j w PVC STILE CAP LVLSTILE' ams i LLl„F� 1: HORIZONTAL CROSS SECTION 4.14" y? I f o a g g FOAM CORE its,{ FIBSKINRGLASS.: w o m >, N H w 2:38' m <m 35.75 35.75 '" w w Q H a PANEL WIDTH PANEL WIDTH — LVL LOCK p 21"DiL:O• 15;50"D.L.O. BLOCK i y r.r, �. uj nom.ow 5:66' T�tiy W 16:75. 5.50"' y t m INTERIOR 1 O 7 G 6 SEE SHT 8 o0 co 1?3`. EXTERIOR. M w O SEE DETAIL T o _ SEE to Z d3 DETAIL 1 DE7AIL 1 wo . ci °o m CD Y FIBERGLASS:Yi4RN n ti! o = RE.INFORCEMENT . of Ci'F .?r+ I, : i0 _ .Zrr Z is J `FIBERGLASS SKIN `' `� p •d 0.5" ri t}rvI t' n M " DETAIL_2 BOTTOM RAIL PVC ey' LOCKSET HARDWARE! 1.35" ��' �/Y MANUFACTURER MODEL . Z KWIKSET LOCK&DEADBOCT COMBO m a m SIGNATURE SERIES 991 I I Z Y= cQ3 Z 6 7 LOCK i£DEADBOLT COMBO n.o a u GLAZED DOOR KWIKSETSIGNATURE'SERIES 980 GLAZED DOOR f 1. 2 VERTICAL;CROSS SECTION DwG#: FIBERGLASS SKIN:0.079"THICK MIN. LOCK:F-SERIES s FL-20:867.1 FIBERGLASS SKIN:0.079"THICK MIN. ;FOAM CORE:POLYURETHANE SCHLAGE FOAM CORE:POLYURETHANE DEADBOLT:B6oSERIES SHEET: 6 OF 29 FIBERGLASS SKIN Gf G2 G3 G4. JUTPUNrry GLASS .78" SEESHT8 78" '_ NrEr+v vriorvnt FOAM CORE INTERIOR --I 1.57" • r l Y f t Y 1 £A T i ♦ c F !e a a) Nrn37 95 WAw,YTtONA FEDEMAL WAl';WA 98003: k_�. LVL TOP RAIL M(253)873-737057VY LVL STILE EXTERIOR VL:$TILE:. r ., vi J�' H M gn^ SEE DETAIL 1 2 3- FIBERGLASS:SKIN z o y m :HORIZONTAL.CROSSSECTION 7 35:65" FOAM CORE PANEL WIDTH s ;. m N m w 4 ?f1,"i tii p e j 21"D:L.O, �r e•: ti a m!L'o ED FIBERGLASS YARN ,� 'f' �. a o REINFORCEMENT 0 r 2; a m FIBERGLASS SKIN. G G2 G3 G INTERIOR DETAIL 1 SEE;SHT.8 Z 1 EXTERIOR o LU o Q d to O a O. .^ r+ i Z 0 . yb 10:5` 1.25" u .y N ~ r LVLaBOTT9M RAIL : 11:57`-I �������/�••*QFtOF`��I 00 J.N 22 a Z: �'2 u Z VERTICAL:CROSS SECTION: o o Y" n SIDELITE PANEL L� FIBERGLASS SKIN'r 0:079"THICK MIN. FL-20867.1 FOAM CORE:POLYURETHANE SHEET: 7 OF 29 STRUCTURAL SILICONESTRUCTURAL SILICONE A8 (SEE NOTE 1) A8. (SEE NOTE 1) TRINITY GLASS ALUMINUM/BUTYL ALUMINUM SPACER INTERNATIONAL 98X 1-1/8"-SELF SPACER SYSTEM #S:X 1A/8"SELF THREADING SCREW 1/8"ANNEALED GLASS THREADING SCREW 1/8^ANNEALED.GLASS` IAINRY GLASS INTE"NATWNAL 3365 IST WAY S 0.090"PVB INTERLAYER 0.090"PVB INTERLAYER FEDERAL WAY.WA9BW3 r {` DUPONT BUTACITE OR ABP INTERLAYER :I< DUPONT BUTACITE OR ABP INTERLAYER PH:(263)075 00 1.7 �� 178"ANNEALED GLASS 1.72" 1/8"ANNEALED:GLASS o m AIRSPACE AIRSPACE' 1/8"TEMPERED GLASS. 1/8"TEMPERED GLASS �''vF3i F a m 1"O.A.THK GLASS 1"O.A.THK GLASS, O 'O owu. --1/2"GLASS BITE ill"GLASS BITE aµ1 Q z q 03 W- nl >a'- > Z<m STRUCTURAL SILICONE STRUCTURAL SILICONE (SEE NOTE 1)' (SEE NOTE 1)'' �. Q j a ' G1 GL4ZING DETAIL GLAZING:.DETAIL wm m o: r C, � STRUCTURAL SILICONE STRUCTURAL SILICONE Q, B8 '(SEE NOTE 1) Q8 (SEE NOTE 1) #8,X 1-118".SELF ALUMINUMIBUTYL #8 X 1'118°SELF ALUMINUM SPACER m SPACER SYSTEM ul THREADING'SCREW THREADING SCREW Z 178"ANNEALED GLASS 1/8"ANNEALED GLASS 0,090"PVB INTERLAYER 0.090"PVB INTERLAYER 0. Z DUPONT BUTACITE OR ABP INTERLAYER DUPONT BUTACITE OR.ABP INTERLAYER Y. H 1.72 /8"ANNEALED GLASS 1.72" 1/8".ANNEALEDsGLASS H AIRSPACE AIR SPACE W, u"i 178"TEMPERED GLASS 1/8"TEMPERED GLASS 1"O.A.'THK GLASS 1"O.A.THK:GLASS STRUCTURAL SILICONE .50"GLASS BITE STRUCTURAL SILICONE .50"GLASS BITE o (SEE NOTE.1.) (SEE'NOTE 1). a /�GLAZING DETAIL. G4 GLAZ/NG DETAIL ����' *a '4r 1.50" V --{ 1:24". LL F y I . �_ -. 1.78" 1 2.52.. o J Z—3 2 L� o� 3 ' _= NZ O �, V NOTE: DWG#: AB FLUSH GLAZED FRAME BB MAHOGANY LITE'FRAME 1. STRUCTURAL SILICONEOPTIONS:SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE' ABS OR PC/ASA ABS OR PC/ASA: FL-20867.1 SHEET: 8 OF 29 UP.TRINLTY GLASS INTER NAT I-ON A K' p K Q 3. a ae ' ":o ,.va', _o.• :EMB .a.• � ' ♦*� 4cv . TNITY$ITERrU. 'R OtAL _ 3366:2"" 366:25 9FE WAY.WA PR (253) a < 1-114"MIN. EMB.(TVP:) v EMB.(TYP:) o .W m n .. C U... C 9. A >m .4 nLu In a m 0 V= a .,Z I. :S 71 1 2 3. Lu IU'— ¢ �m¢ a m W m EXTERIOR L �' � o m EXTERIOR H 5 5. INTERIOR INTERIOR m: 2 VERTICAL CROSS SECTION Z VERTICAL CROSS SECTION g :SHOWN-W/1X WOOD BUCK 9 SHOWN WL 2X WOOD BUCK O Z W W INTERIOR EXTERIOR. Zx �� 10 kc& d. ° 1-914"MIN. ` • ° .a .;,a. EMB(TYP.); m m �.2 00 3J Z 3 VERTICAL CROSS SECTION DwG#: s FL-20867.1 SHEET: 9 OF 29 TRINITY GLASS INTERNATIONAL 1-1 J4"MIN. 7AINTW GLASS rNTERN'ATIONAL v o ° 1-114"MIN. ° Q b o 3365157 WAY 5 ;q. °.,. O .EMB.(TYP.) '� �, v .vo ".9 .a EMB(TYP.) Feoe+w.WAr.wAY3aor ,v "s • PH'.(Z53)Bmnw 'y °a. A ° o y m m $' N p #v Q co LU Kr V M w .(SEE NOTE 1)' �---�, ,.. 5 y'snit:v; C m.p (SEE NOTE 1) O D m v :..T UI m w I I v to c Z.M m n '- z 4 a . !2 EXTERIOR (') G"40 2 3 L > ': ix EXTERIOR H INTERIOR INTERIOR 2 VERTICAL CROSS SECTION m: X11 VERTICAL CROSS SECTION 10 SHOWN W/1X WOOD BUCK : \LOJ Z 0 Z. EXTERIOR INTERIOR u 12 LU w a 0 10 (SEE NOTE 1) 13 p O. r r. Z o 4. n : .a'• a EMB(TY P.) ll •e n co 11 m J N 3Q'VERTICAL CROSS SECTION o o a- u N z NOTE: DW&#: FL-20.867.1 1. SCREWS THRU.HEAD JAMB.AND SILL.EACH SCREWS LOCATED.1/3 DISTANCE OF SIDECITE PANEL WIDTH FROM EACH ENDS. SHEETr1.0 OF 2.9 1-1/4"MIN EMB.(TYP) MIN EMB. (TYP) !.TRINITYGLASS INTERNATIONAL 1' 2 3 1 '2 3 Ca `. H. {,�:. _ `." a` .p. .TRINITY 6I.ASSINhIINAT=4AL. �' a-•.. .� r4. N ;:' _ .♦.. D:.' 33016T WAY 6 { fEDERAL WAY,WA 9809 PR 1253)8'15.130 INTERIOR. INTERIOR "� P n v ttx' 11 11 NSD =i zg _ P CL g =O. cA ZFQim ^� Lu tB FO P (SEE NOTE 11 E_' a�m EXTERIOR EXTERIOR; t� cg iifp B o HORIZONTAL CROSS SECTION: 2 HORIZONTAL CROSS SECTION T m ; 1 SHOWN W/.2X WOOD BUCK 1 SHOWN.W/2X'WOOD BUCK: Z 1-1/4"MIN EMB.(TYP) 11/4"MINEMB.(TYP) 0 Z q V) o a` C 1 2, 1 2 C e•P H H ° W In L a rYX ♦. P L. .L a fill 3 <a _I yti 11, INTERIOR INTERIOR Y Y A^D 6 Z N 11 _rte p ii F (SEE NOTE 1.)O ��� �/� PRO A: E B EXTERIOR EXTERIOR' A ° m mZ �N y IL z 3 HORIZONTAL CROSS SECTION q HORIZONTAL GROSS SECTION �' Q. IV) Z 1 SHOWN:W/1X WOOD BUCK ";'1 SHOWN W/1X,WOOD'BUCK DWG#: NOTE: FL-20867.1 1.SIDELIT.E SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPAC ED;SCREWS FROV THE END SCREWS. SHEET�� QF 29 TRINITY GLASS 19 INTERIORINTERIOR I N T E R N.A T.I o N:A L 1 2 3 ' 2 3. 1 2 S,. ':-j -'S.'• •'1';, ''; p 7. {C� =MWaASSINTE"TOOWL, o. 4.:1 FEDER&WAY,A 9W03 x M.,(283)87-17300 dc 12 zf s _ 5 12 5 0 J Z F .N'DO J v i Pd ,yY N W.S Z U O yam,LL �C y'. YY W tu. S 11( ov a y' m f w Q C Opl z wm' _m N<:a = m Hm Fm W n O. G. F . Q.._ G F (SEE'NOTE 1) E 6 (SEE NOTE 1) E s. EXTERIOR EXTERIOR o¢ HORIZONTAL CROSS SECTION rf1 HORIZONTAL CROSS SECTION m Z O Z 1 2 .3 INTERIOR 19 V) 0 21: / 1>, v 5 Q 5 at S W W l i S rr, °>;> o 11. 5 . t w T 0 a f (SEE:NOTE'1) z o` o f t� �• r • 6.'d k 30 HORIZONTAL CROSS SECTION 7 8 EXTERIOR. •c. a C41.HORIZONTAL:CROSS SECTION Q :' Z Y ' Q NOTE: DWG#; 1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3'EQUALLY SPACED SCREWS.FROM THE END SCREWS, FL-20.867.1 SHEET;12 QF 29 14 16 r:x?' INTERIOR TRINITY GLASS FIs f� KL.t.'I '1416 QD INTEIRN'ATIONAL 3 b INTERIOR' 'r t;eSi<t1*.ti((r !a s r 12. ,5' dot f{Y < y f i L( K y 7 k s TR=TY6LASSXNTERNAMNA. O. Y ! 33691STWAYS O'' FEMALWAY.W,A49Q03. {SEE NOTE 1 PR(293)873.7300 ?� ! ,"--+r _; (SEE NOTE 1') and N U C e. Z I" >m ' i.FF:. Inm w. m ires F ZZ =is LL .e.'O to N E /'' =O m Hcm 6 F 0 7 8 w o. z EXTERIOR w 'EXTERIOR EXTERIOR; am w o. W mom HORIZONTAL CROSS SEC-TION a 1 HORIZONTAL,CROSS SECTION 13 e . 0 T : rL . 1`7 18: INTERIOR Z 1:7 18 p :INTERIORA<�aV i +s Z s✓� . ,t �s H (SEE NOTEi)O siy; t�t ��zja fy �T�,ttti�: 's 12 IOt r t*,I li�i tro•.: r7+� `LS (;�. H ..Lu (SEE NOTE I) Lu 5 z t r O Z. 0.�.t.osr E F. 7 8' O`• n 6a 8' EXTERIOR EXTERIOR � •; (N 0 ~ �HORIZONTAL.CROSS SECTION 'HORIZONTAL CROSS SECTION 3 3 *P Z It T. -It DWG#: NOTE: FL-20867.1 1,SIDELITE SCREWS LOCATED 6."FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET:13 OF 2 7 1-1/4"MIN 1-1/4"'MIN EMB(TYP) C �' C EMB(TYP) 'GLASS SHEET ROCK 04TRINITY IN T ER N A T)ON A.L cr ? SHEET ROCK. FURRING , FURRING' TUNMrLAS53NTE73NATIONAL- 4kt•Y 0 *�, '�� ,t;� 3365.15TWAY5 'li�r , p. > > FEDE4AL'WAy.WA 95003. t " `#: �4 M(253)8M7300 t 5. INTERIOR (SEE.NOTE 2) y= < oo ¢ I r U F INTERIOR , < 2zLuo H m CJI h-m P .. a: A6 ' oc a 4: �Q o O m H Q.w lb w a Z rr� sK Z C6 O p EXTERIOR k,{? F� x .W m m a g {1 � EXTEMOR K. E s o HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Direct to masonry 1' Direct to:masonry. (5-1/4"min jamb) (571/4"min jamb) Z K K.. O z SHEET ROCK SHEET ROCK �i FURRINGFURRING LLJ a F A a m h e u d. Z'd �' ,`t 4 Z 0. �� 'ww .� rt`hz, z KT e r 12 !1 U 5. U 1 (SEE NOTE 1) 1 N - EXTERIOR INTERIOR. EXTERIOR INTERIOR 'r�d�y'••*PROF`` 3 VERTICAL CROSS SECTIONa VERTICAL CROSS SECTION Direct:ta masonry Direct to masonry. z ¢H (5-1/4"min jamb) (5'-114"min jamb). o a Q _ U')z NOTE: DW&#r 1. SCREWS THRU HEAD JAMB AND SILL,EACH SCREWS LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTHFROM EACH ENDS. FL-20867.1 2.SIDELITE SCREWS LOCATED 6"FROM EACH END OF.MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET;1 A OF 29 1-1'/4"MIN a TRINITY GLASS .EMB.(TYP)' _- I NTE RN AT I ON A,L 1 2 ..3 C . .•° TRIMnYGLA55INTERNATrONAL 3365'ISTWAY'.5 �•"'_ fC0ERAL WAy,*A 93m3. .- H- s 4 PW4253M.5-7300 n ,5 G Uo C' IA/4"MIN INTERIOR rr z z' H d n, EMB(TYP) 11. ej� } a Ia.F m . o w �+. 1-4 y. ¢ SHEET ROCK: 'y. ro;> w G a"w i n m fL U r S °• N Q m Z m FURRING •,>f� �.'" c�.� w ae'5- DW V m m aJ fH-I ix 1�Kh . r L 7 8 5 EXTERIOR. 1 INTERIOR 'W g' r P uta¢ 2 HORIZONTAL CROSS SECTION' m 1 SHOWN W/"2X.WOOD.BUCK ff r z NIN - O t> 1-1/4"MIN H o P EMB.(TYP); H EXTERIOR � C LuLu ° K 1NOR/ZONTAL:CROSS'SECTION �' 8 4 Direct'to masonry 4; z (5-1/4"minjamb) INTERIOR Y r a ll % LL: F id OR �. I1J tL. m ...1 N EXTERIOR. .8 A o,r 3 S x w Z 3. HORIZONTAL CROSS SECTION DWG#: p SHOWN W/1X WOOD BUCK FL-20867.1 SHEET:4 5 OF 29 4 SEE HINGE a :a. ° 6(NP') TRINITY GLASS �— a• v IN TERN ATI ONA,L I� DETAIL.1 4• F TM wwGLA55INTERNATIONAL o. \ .. .a., 5. 3363157 WAY S. MRAL WAY,WA 98003. n TYP.HEAD G 2X BUCK a,, PH.(2e3)6r1-nW AND JAMBS: H 2X BUCK e i N' 1X BUCK L:1X BUCK ogo m s P DIRECT TO D DIRECT TO N, Z#o MASONRY MASONRY e 5:w '�?m � �aa 31.00 MAX. TYP.HEAD 14"MAX. m:o LL�. p O.c..(TYP.)' W2X'BUCK - o •L o, S.¢x &JAMBS o.C-(TYP.)' HINGE DETAIL.1 a x 0 m mm e 2X BUCK. CO DOORFRA7/ ME — ` m a.w J g N F 3z 1513"MAX. w m m CC(TYP,) k+ :.D!�arr ryr F MASONRY" I a . MASONRY B` OPENING T OPENING SEE HINGE m DETAIL 2 G 2X!BUCK N 1X BUCK Z P DIRECT TO • : MASONRY U.TYP.SILL OH z E HINGE DETAIL 2 W w a. a BUCKANCHORING HINGEJAMS. FRAMEANCHORING STRIKE JAMB Masonry construction o.. z: CONCRETE ANCHOR NOTES: ` ..21 1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be �.�.��0 •••: �N s 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. 8 6 2.Concrete anchor table, c .ANCHOR ANCHOR 'MIN. MIN.CLEARANCE :MIN CLEARANCE TO 2X BUCK I TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 1X BUCK Iy: ��TAPCON® 1/4" 1-1/4" 2" 4" DIRECTTO P UL-rRACONm 1/4" 1-1/4" 1"' 4" MASONRY ITW BUILDEXn Q ,: TAPCONO 3/1.6u 1!-1/4 3n 1-1/2n 43 o o-' U WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL DWG 1.Maintain a min.5/8"edge distance,&1"o.c.spacing of:Wood screws to prevent FL-20867.1 splitting:of wood'. SHEET:16 OF 29 TRINITY GLASS .° d 4" 4"1 v i.NT:E R NAT IO N AL 4' 4" MNM GLASS TNTEANATiONAL .�.; 3365.15T WAY S FEDERAL WAY.MSA 980D3. TYP.HEAD. PH;(253)875-7300 &JAMBS O n I In [��A U 5-k a < ° 'o o ~ m a 0' t 0 Z C VU- L <_ ZG a ; m 7X/2X BUCK--\ m H ND In m .D QZ d 1-1 D W '.4¢. m w o T' . 15:13"MAX. FOR REF:ONLY O.C.(TYP.) a m a a'. MASONRY m' OPENING Z A �. ' H z N Lu 0. W BUCK ANCHORING CONCRETE ANCHOR NOTES: %0% l a�Irl a 1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be r 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. u 2.Concrete anchor table: N= y ANCHOR ANCHOR MIN., :M.IN,CLEARANCE MIN CLEARANCE:TO .FOR XO,OX&)OC TYPE SIZE. EMBEDMENT TO MASONRYEDGE ADJUSTMENT ANCHOR. CONFIGURATIONS pITn � ¢O �. acoN 1/4 1-1/4 2 - 41 .o T :11 T k ULTRACON® 174" 1'-1/4" 1" 4" 3 _FITWBUILDEx o U TAPCONm 3/1.6" 1-114" 3 1-1�/2" DWb#: WOOD SCREW INSTALLATION NOTES: FL-20867.1 1.Maintain a:min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET; OF 2 9 DTRINUY GLASS SEE HINGE: B•' P� 1 v INTERNATIONALcry : rN DETAIL 1 tl o. I I 8 A J sn TAINTW&CASS INTMNATIONAL 33651ST WAYS fEDEAALWAY;WA98M FI 2X BUCK 7 a PN•(253)877 T100 L' 1X BUCK o m s Z Zo a D DIRECT TO MASONRY 121H o _m 9 : MAX,. TYP.HEAD STRIKE PLATE DETAIL W: O.C.(TYP.) 1X12X BUCK &JAMBS 14•:�Ax• a z ¢_ O.C;(SVP.) o G LU n DOOR FRAME _ _ F a N .a .6 a LU NaZ , G 2X BUCKm w _ m 5.50^ N' 1X BUCK a '" P 'DIRECT TO MASONRY: MASONRY Q ' E o SEE HINGE OPENING m DETAIL 2 HINGE DETAIL 9 . a. F O z a TYP:SILL 8 0 a_ 1 1 1 ^ G 2X BUCK 1-1 a . N-1X BUCK W LuBLJLu P''DIRECT TO a HIMGEJAMB ° FRAME ANCHORIMG. STRIKE MULLION E MASONRY Masonry construction CONCRETE ANCHOR NOTES; HINGE DETAIL IL 2z 1.Concrete anchor locations,noted as"MAX ON CENTER"and-at the corners must be �,.�� pa� ' d adjusted to.maintain min.ed- a distance to.mortar oints. Additional concrete anchors 141617 may be required toe nsure'the"MAX ON CENTER"dimensions are not`exceedW U 2X ANCHOR. ANCHOR :MIN. MIN.CLEARANCE MIN CLEARANCE TO 2X. 4X TYPE sIZE EMBEDMENT TO MASONRYEDGE ADJUSTMENT'ANCHOR 14161� �8 A '� 0 RW BUILDEX TAPCONO 114" 1-114" 2" 4" d uLELGO o 1/4" 1-114.. 1„ 4 IAPcoNO: 3/16"' 1=11.4" 3 1-1(2" ®' s ® 18 k"v z _ cr WOOD SCREW INSTALLATION NOTES: 0:4X a o 30. ti:Z VIEW A-A VIEW A-A VIEW B-B VIEW B-B DWG#: 1.Maintain a min.518"edge distance,&1"D.C.spacing of wood screws Head to mullion attachment Head to FL mullion attachment Sill to mullion attachment Sill to mullion attachment. I _2867.1 : to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) SHEET: OF 29 4" TRINITY GLASS SEE HINGE .n ;� ". : q" gPyPI I Q�TNTER.NATION'A:L DETAIL 1 � luMn'6LA151"11NAT1 OAL. .d 33b6 iSY;WAYS 7 PEDESF.LL WAY:WA yeoo4. H 2X BUCK Pwus3>ersreao d � L 1X BUCK $ 4 D DIRECT TO Zn: ? Z# ^' MASONRY g'5 H 3100.'_MAX _. w P S n_ a D.C.(TYP_) 1X12X BUCK TYP.HEAD 14-MAX, STRIKEPLATEDETAIL m o z °� ` &JAMBS O.C.(TYPd) � 4 a L z w.Q LUt9.1 m DOOR FRAME. F s o < . U- C H O Z b G:2X BUCK w C� m LL, S sso• N 1X BUCK am --� P DIRECT TO w MASONRY MASONRY a ' OPENING E SEE HINGE m DETAIL 2 d HINGE DETAIL 1 D TYP.SILL F o a : 6, H 9•. e _ i _ G' 2XBUCK H I_ d.. IN 1X BUCK. WLU ' P DIRECTTOgo a _. HINGEJAMB FRAME ANCHORING: STRIKE JAMB' MASONRY E:. Masonry:consttuction HINGE DETAIL 2 Z CONCRETE ANCHOR NOTES: �� ...... •�'�i^ . 1.Concreteanchor 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 e 'o required to ensure:the"MAX ON CENTER"dimensions are not exceeded. 2.Concreteanchortable: u.? ` ANCHOR ANCHOR MIN. MIN.CLEARANCE MINCLEARANCE TO ; TYPE SIZE EMBEDMENT TOMASONRY EDGE ADJUSTMENT ANCHOR �6yd.. •' IiwAPCONe 114" 1-11.4" 2" 4" �'�'��ti i�pFtOF,��•� uLT coNa 114" 1-1J4" 1" 4" o m m t FTWBUILDEX V16', .: _.. _.. . . Z.� .U'Z TAPCONm 1-11.4" •3"" 1-112" oc. a U: WOOD SCREW INSTALLATION NOTES: DWG#: 1.Maintain a'min.518"edge distance,&.1"o.c.spacing of wood screws to prevent splitting of wood. FL-20867.1 SHEET:19 OF 29 TRINITY GLASS e' d d 4° I 1NTERNAT'IONAL SEE HINGE : a S"(TYP.) DETAIL 1 4" 8 . •d. ;I' �,:. I. :I 1. 6- T9>:.WW Gf.A55 rwa;mT2ONAL • �; A A336415YwWA9 fEDER.tL Y/A;WA 98003 • a H 2X BUCK PH.as3)ersreoo a L IX BUCK a 4 D DIRECT TO. z z z#o MASONRY — a �+ a . 31007 MAX. TYP..HEAD STRIKEalETAIC 1' W t2 _ O.C. P. 1 X12X BUCK: ASTRAGAL SHOWN t4"MAX. m V' v (TYP.): &JAMBS ) z FOR REF ONLY o.c.(TVP, o G z m< DOOR FRAME — F 8U. .H Y . { a G 2X BUCK F2. mW 5.50^ . N 1X BUCK o ° P DIRECT'T0 H MASONRY MASONRY o OPENING E. SEE HINGE m DETAIL 2 _ HINGE DETAIL 1 m Z D : F. 0 0 9 o TYP.SILL B�.B — 6. H �+ 2X BUCK •N 1X BUCK. W w P ,DIRECTTO #,d '' .. MASONRY .HINGEJAMB ASTRAGAL. FRAMEANGHORING:. E Masonry.construction CONCRETE ANCHOR NOTES: HINGE DETAIL 2ZZ 1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be `�``�O +*,S��i��i? adjustedto maintain min.edge'distance to mortar joints. Additional concrete anchors �, .• may he required to.ensure the"MAX ON CENTER"dimensions are not exceeded.. i .ANCHOR ANCHOR MIN. .MIN.CLEARANCE 'MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITWBUILDEX n •• TAPCONO 1/4 1-1/4" 2" 4" d, ULTELCORACON® 1/4" 7=1%4" 1" 4" ITTAPCONO 3%16" 1A14" 3" 1-1/2" o (�flo m fillIQ a u; WOOD SCREW INSTALLATION'NOTES: = a Z 1.Maintain.a'min.5/8"edge distance,& 1"o:c.spacing of wood screws VIEW A-A VIEW B-B DWG#: Astragal Strike @Head Astragal Strike @'Sill to prevent splitting of wood. FL-20867.1 SHEEP.20OF 29 00,TRINITTOLASS I N76 R.NAT I ON AL 4"I-- 4" " ' 4lAINF31+B4A54 F('1tEMNrYIO)inL' D., 536575YWAY8_. Q. FE6EIi"1.WhY;V%A 98003. TYP.:ttE/AD PK(253)"7W300 &JAMBS 7vi�to . F G a.. T 1X/2X BUCK' H m Q LU 15A3'.MAX. w, m O.C.(.TYPJ, a te. FOR REF.ONLY �u n. MASONRY : 'OPENING ' 6 O H o C ' V ITIW w D BUCK ANCHORING C;. z CONCRETE ANCHOR NOTES: 1.:Concrete anchor!locations noted as'".MAX,ON CENTER'and at the:comers must be FOR OXO • adjusted to maintain min.edge distance to mortar joints Additional concrete anchors may be CONFIGURATIONS �'`• " 6'`0 required to ensure the":MAX ON;CENTER"dimensions are not exceeded. 2.Concrete anchoraabie;, (n u> ANCHOR. ANCHOR MIN. ,MIN,;CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDM=NT.!TO MASONRY EDGE'.ADJUSTMENT ANCHOR ��j�,l '•O- . .1 T BUILDCONV 1/4" 1-1/4" 2" 4" RutYac°oNe 114 1-114'.. 1". 4" �,.. ;Q Z J Q tTTAPcoN® '3/16•' 1-114" 3" 1-1/,2," o.. :u'= Zn:Z DWG#, WOOD SCREW INSTALLATION NOTES: FL-20867.1 1.Maintain a min.5/8"ed a distance,.&1".o.c.spacing of wood screws to revents splitting of wood. SHEET:T"21.OF 2.9 9 P � 9 P P g 4p TRINITY GLAS SEE HINGE 4 „a 4" 6 (TP) / v INT:ERNAT;IONAL DETAIL 1 A�A. 6" TAI,NOTY$LAss v4mF*ATIC MAL �,. 33651s Y,WA OEIi 7 fEAL WAY WA 93005. G 'H 2X BUCK PH.(253)875.7300 E.1X.BUCK m i O q D'DIRECT TO —. MASONRY - ¢ Z> 31.00r MAX. �'1 = Q.m o.c. TYP:HEAD STRIKE PLATE DETAIL W x (TYP.) !MX BUCK; &JAMBS t4"MAX. � 0 .(TYP.) G o Lu u DOORFRAME—,,_ F 8 ¢ 4o a m m In s LL N Q M ® G: d m'LLl i m a MASONRY E: a OPENING SEE HINGE m DETAIL 2 HINGE DETAIL.1 � Z 'a D F 0 Z TYP:.SILL 6 A. B B LU w HINGE MULLION a< a. .' .•�: STRIKE MULLION FRAME:ANCHORING E: Masonry'construction CONCRETE ANCHOR NOTES: HINGE DETAIL 2 z 1.Concrete anchor locations noted as"MAX ON CENTER"_andat the comers:must be 0 adjusted to maintain min.edge distance to mortar joints. Add itional.concreteanchors 1.4161 may be required to ensure the"MAX ON CENTER"dimensions are not exceeded 0 , 2X O 0: � 2X 4X LL ,. ANCHOR 'ANCHOR 'MIN: .MIN.CLEARANCE :MIN'CLEARANCE-TO' TYPE: SIZE. EMBEDMENT To VASONRYEDGE ADJUSTMENT ANCHOR 14 16 17 18 ®I♦ y:••• kt nTAPCONO 1/4." 1-11.4" 2" 4.,. ULTELCO, RACON®; 1f4p 1_114" V 4" . a'': ''��;�y•*pR0��` mnBUILDE 3/1'6" 1=114"" 3" 1-112'" ® ® o ® 18 ° m f�m 14" v �' Y ¢H Q4X o In s Wiz . WOOD SCREW INSTALLATION NOTES: VIEW A-A VIEW A-A. VIEW B-B VIEW B-B DWG#: 1.Maintain a min.518"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-20867.1 to prevent splitting of wood: (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) SHEET-220F 29 4" OUTRINITY GLASS SEE HINGE. ! 4 S"tTYP:) / INTERNATIONAL DETAIL 1 ;y; .i: Sn �RR67Y6LA5SxT7rERNA139r1A4 . 3369 f5T WAV 5 FEDERAL WAY:WA 99W} H'2XBUCK 7. v+lzalsr�7zoo Cz CO L WBUCK v i D DIRECT TO Z o MASONRY TYP: x! HEAD WMAX. STRIKE PLATE DETAIL m.� o z LL 31 00".MAX: 1 ,,,a- C O.C.c(fYP:) 1X/2X!BUGK &JAMBS o.c.tTYP;} z DOOR FRAME—,, S 01 5.50• LU o m v • MASONRY OPENING SEE HINGE m DETAIL 2 a HINGE DETAIL 7 (� A G e p D TYP.SILL F fi Q oVZ, i 1- T-1 1 i. 1: i T _ G Liu UJ HINGE JAMB x FRAME 'WRING STRIKE.JAMB E Masonry construction HINGE DETAIL 2 CONCRETE ANCHOR NOTES: ` .......... 1.Concrete.anchor loactions noted as"MAX ON CENTER":and at the comers must be ��..�QO adjusted to:maintain min.ed9e distance to mortarloints.:Additional concrete anchors �o maybe required to ensure.the"MAX'ON:CENTER`dimensions are not exceeded. LL: W� ANCHOR .ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO ; N TYPE SIZE ;EMBEDMENT TOMASONRY EDGE ADJUSTMENT ANCHOR rtrAFcoNo 1/4" 1-1./4" 2" 4" ;cy ® lli�CON® '1/4" t-114" 1" 4" i ,c.NNg 3/16". 1-114" 3 1-112" {ya^ +' _cnLU = v z F VI O p. U N WOOD.-SCREW INSTALLATION NOTES: DwG#: 1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood-screws FL-20867.1 to,prevent splitting of wood. SHEET"2 3.OF 2 7 ,4" vDTR.TNL'TY'GLASS � INTERNATIONAL • 4 .4 4 Tn[NxTrn sr siAssxNmw�rioNA� twAYs„ T FE0E4A1.WAY•WA 98403 TYP,. 7300 HEAD PK(253)M- ', Cz &JAMBS a:�o ... In:z Zao �mm a 1F ¢ In 15 Q CD�m Q 1WXBUCK v m H m z . W a m Uj 1513."MAX. M Q.C:(TYP•) w ' f- FOR'RER ONLY o MASONRY in OPENING d Z 41 to HLIJ H °d re .,n• 4 . BUCK ANCHORING o.l FOR OXXO z .CONCRETE ANCHOR NOTES: CONFIGURATIONS .�`��p 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 concreteanchors may be: required to ensure the"MAX ON.CENTER dimensions are not exceeded, LL: 2.Concrete:anchor'table: y "' ANCHOR ANCHOR MIN. MIN,CLEARANCE' MIN�CLEARANCETO TYPE SIZE EMBEDMENT 'TO MASONRYEDGE ADJUSTMENT ANCHOR nWBUILTAPCOD° 1/4" 1-1[4" 2" 4^ ELCO ULTRACONe: 1.I4". 1-1/4 '1" .4" F- ITTAacoN°x 3/16" 1=1/4' 3 1-112" o'o x z DWG#:. WOOD SCREW INSTALLATION NOTES,. FL 20867.1 1.Maintain a min.5/8"edge distance,,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET: 240F 29 ;ae Q" 14- 6"(TYP.), TRINITY.GLASS SEE HINGE < ? " Q„ Q 'IN reaNarioNat DETAIL 1 1R]Nrn3 gu w�$n«NAt, H'2X BUCK FEOit 31 -73DOWA §.. PM(233)8767300 L 1X BUCK D DIRECT TO MASONRY •- -- Z�-+, H>m �S 31.00"MAX. TYP.HEAD 14°'MAX a:H S Q m O.C.(TYR) 1X/2X BUCK :ASTRAGAL SHOWN n� (J o: .C.(TYPi � &JAMBS O ) o z x FOR REF ONLY a�SIjb v DOOR FRAME _ — < m ,Z, c m . Lu a s 111 LL a' 1.4 n< 2 W 0 m "N m 'ice W . • MASONRY OPENING SEE HINGE m DETAIL.2 _ <a..,° Z TYP.SILL B.r +'B O ° 11 11 11 1: p 11 '11 1 Ha W v d. .. F: a o. HINGE JAMB: ° fRAMEANGHORING G z2 ASTRAGAL Masonry construction G CONCRETE ANCHOR NOTES:: ,Z. 1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be - E ��` O adjusted to maintain min.edge distance to mortar joints::Additional concrete anchors VfEWA may be required to :A 1 o ensure the"MAX ON CENTER"dimensions are:not exceeded. HINGE,DETAIL 7 ; Astiragal Strike:@.Head LL :ANCHOR ANCHOR 'MIN. .MIN.CLEARANCE MIN CLEARANCETO, - F .8 U) TYPE SIZE EMBEDMENT TO MASONRYEDGE 'ADJUSTMENT ANCHOR R 23 I AP o� 1/4" 1:-1%4„ 2„ 4„ :ULTELCORACON® 1/4" 1-1/4" 1" 4" 6 to T [L ITWBUILDEX- • ~� �..m v,Z TAPCON® 3/16" 1-1/4" 3" :WOOD SCREW INSTALLATION'NOTES: E DWG#: 1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws VIEW B-B STRIKE DETAIL 1 FL-20867.1 to.prevent splitting of wood. HINGE DETAIL 2 Astragal Strike @SillSHEET:25 OF Z9 1.98" 5:25" 04TRINrMIGLASS INTERNATIONAL. C11 TiRNITY6Lt55 INTERNATIONAL gt PEO R- w vWw yem9 � t PH:253)875-73IX7 r S HEAD JAMBS o m (5-1/4"or.larger). o MATERIAL:WOOD m O O �N 2 amm v to 4.56 C> 01 00. ZO cn a a .2:44 HINGE MATERIAL:STEEL. 2 SIDE$.HEAD.JAMBS' MATERIAL:PVC O . Z 4:56" o Z y oaC ' w W ` n } o J w'OUTSWING SILL SIDE$HEAD JAMBS. ALUMINUM WITH PVC SUBSTRATE (5-1/4"or larger) o . MATERIAL:PVC Z 4.56" O O s 4 _ 1.22"': 2.44"co 0 '56 4:56" u F• J"v LO LQ o m U a --T 2:a4" -T _, z SIDE&HEAD JAMBS SILL KEY DETAIL. SIDE'&HEADJAMBS �W�#:. MATERIAL:WOOD 3 MATERIAL:PVC 9 OPTIONAL .FL-20.8.67.1 SHEET:260F 29 01TRINITY GLASS 1 ,,1•,29" 1, INSER.N ATI ON AL -�jl . *q6#ti s� m;Nnvstxss>;N?EANtittoNnp ME' WA-Ci C11 .iYyty F s„r'9 T*n 'O. PH•(243)87ST300 (VIn Kr l+15.1 j ` >4+'."titi c'Yu `• O 13 OUTSWING SIDELITE SPACER k ; = t 1 Re N o 0 MATERIAL:PVC: _ S w Lu XT. STANDARD MULLION o a : ¢_ ' MATERIAL:PVC' G �. y e 44 o (b m ca Z ca 1.00^ Sin" w II I OL 1-1� 'mlll O y1 W: m F-1 4:5fi q/� 'A I' m 4 r ? N O O N Co Q i t Vii•. r< x! z.00^ FAT:MULLION n N ��. MATERIAL,PVC o d. MULLION BASE KIT' N 'OPTIONAL. URETHANE GLUE....N 4.58 cs URETHANE GLUE. Z 4.58 TWO=PIECE:"FAT"MULLION LL uS; N o "' MATERIAL:PVC #8x1 114"PRH WS(4 NEARSIDE) STANDARD MULLION #8x1 1/4"PRH WS!(4:FARsSiDE) � '• -' "• q' y SECTION A:A o. MATERIAL:WOOD DWG#: FL-2.0867.1 SHEET.27QF 29 N' 'GLASS 19.63" QVTR1NrrY INTERNATIONAL LATCH.(BLIND HOLE) ooT SCREW LOCATIONS..(TYP.) DEAD BOLT(THRU HOLE) 8'.50" 33,13" SLIDEBQLTROQ 1RM GL:ASSD W�T1QWL 3365 75T WAY 5. STEEL F60ERAL wAr,wA 99003. " PH':(Z53)8M7300 ef 2:75. " 2.50" o q $.75"'. 2,50� 3:63" 100 I I 10.75" 10.50"- 5'F�+ z '�'?m 18.75" UA 1&60 W o o= . TOP BOLT RETAINER 26.75" 26:50 ai0 IL a 9-3/4"ALUMINUM alQ� U ° NQm $ O 0, aQZ .� BOLT RETAINER m a m x11 .� UJ 4� . O • • • • F- a 'Y m SLIDE BOLT ROD 2;65" ALUMINUM ASTRAGAL 1.75' ALUMINUM ASTRAGAL m VIEW A-A 206'&:Alurnlnurti Astragal by Endura Products Aluminum Astragal Assembly Z ifl. Z 7.84" H o SCREW LOCATIONS(TYP.) 5.50"' - 33:13" Uj � W Uj 6). FLUSHBOLT BAR Diecast Zinc 20:25" 1.38" Z, p. p' 32.25"' 8.13" © f 43:62" 20.25." ��` �0,•+*• a o 0I DEADBOLT(THRU HOLE) 'LATCH(THRU HOLE) O N r FLUSHBOLT m. �'.. Diecast'Zinc 3;38" 00 O. p C3 N PVCASTRAGAL DWG#,1.44" V8PC.Atraal il4 VIEWB-B FL-20867.1 PVC Astragal Assembly SHEET 28oF 29 D BILL OFMATERIAL o TRINITY GLASS .i NT:E R.N AT]ON A /TEM# DESCRIPTION MATERIAL A 1X BUCKiSG-0.55 WOOD _. B 2X.BUCK.SG-0.55 WOOD NIN C 1!4":MAX. SHIM SPACE 7R26LAssT WAY1 S.. OWL 336515[WW9B 3 FEDEIUL WAY,WAA 9800 D 1/4"X 2-3/4"PFH ELCO OR ITW.CONCRETE SCREW STEEL PH:(i53)e75-T30D E #9 X 3/4"PFH WS STEEL F #9'.X V PFH WS STEEL as G ##9 X 2A/4".PFH WS STEEL e a H#ao ^� H #10 X 2=1(2"PFHVS STEEL a' w "im m I #8.X Z PFH WS STEEL W~ �- O J #6 X 1-14"DRYWALL SCREW STEEL In' w MASONRY-3,000 PSFMIN.CONCRETE CONFORMING TO ACI 301 <. In H m OR HOLLOW BLOCK CONFORMING TO ASTM C90 H �_ w -a N z L 1/4"X 3-3/4".PFH ELCO OR ITW CONCRETE SCREW STEEL ; M1/4"X 3-174".PFH ELCO OR ITW CONCRETE SCREW STEEL a N 3/16'!X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL O #8'.X 2-172"PFH WS STEEL P 3116"X2-114 PFH ELCO OR ITW'CONCRETE:SCREW STEEL a Q #8 X 1"PFH'WS STEEL > R 3116"X 2-3/4".PFH ELCO OR ITW CONCRETE SCREW STEEL a° S #10 X 3"-PFH WS STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD Z 1A JAMB(FINGER-JOINT PINE-SG>=0.421 WOOD 2 JAMB PVC 2A JAMB PVC o 3 JAMB. PVC 5 WEATHER STRIP QEBD650 Q-LO.N - w 6 3 98".X4ff HINGE MIN 0.098"MIRTHICK. STEEL 7 STRIKE PLATE STEEL. 8 DEADBOLT PLATE: STEEL 9 SILLKEY PC/ASA o , 10 OUTSWING'SILL-ALUMINUM.WITH PVC:SUBSTRATE ALUM./PVC I Z 11 DOOR PANEL-SEE.DOOR.PANEL CONSTRUCTION DETAILS SHEET - ���` *a"//,% 12 SIDELITEPANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET - �.`�Qon ,•.:,,�N 13 OUTSWING SIDELITE SPACER PVC O.. 14 STANDARD MULLION(FINGER JOINT PINE SG>=0:42): WOOD 15 MULLION BASE KIT PC/ASA 1J 1.6 STANDARD MULLION PVC eL .••r 17 "FAT"MULLION PVC 18 TWO-PIECE"FAT"MULLION. PVC 19 1X MULLION WOOD 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM Q. U) Y. is►� 21 PVC ASTRAGAL BY TRINITY PVC. a o Q T Sul :Z 22 ASTRAGAL STRIKE @ HEAD STEEL DWG#: 23 ASTRAGAL-STRIKE @SILL STEEL FL-20867.1 5HEET:290F 2.9