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631 SELVA LAKES CIR RES23-0145 FL20867.3INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE DISTANCE OF 3/4" SHALL BE MAINTAINED. 6. THROUGH FRAME: FOR INSTALLATION INTO CONCRETE/MASONRY, USE 1/4" ITW TAPCONS OR 1/4" ELCO ULTRACONS OR 3/16" ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" MINIMUM EMBEDMENT INTO CONCRETE/MASONRY. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE - MINIMUM 3000 PSI COMPRESSIVE STRENGTH C. HOLLOW/GROUT FILLED CMU - STRENGTH CONFORMANCE TO ASTM C90, MIN. F'm = 2000 PSI. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2016.10.18 09:21:11 -04'00' Trinity Glass International GLAZED FIBERGLASS DOOR NON -IMPACT INSWINGIOUTSWING GENERAL NOTES: THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 202-94 • ASTM E283-04 • ASTM E330-02 • ASTM E331-00 • AAMA 1304-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT. 6. FRAME & MULLION MATERIAL: PVC OR WOOD 7. CLADDING MATERIAL: FIBERGLASS TABLE OF CONTENTS SHEET # DESCRIPTION 1 General notes 2 Typical elevations, design pressures 3 Typical elevations, design pressures 4 Typical elevations, design pressures 5 Typical elevations, design pressures 6 Door panel construction details 7 Door panel construction details 8 Door panel construction details 9 Sidelite panel construction details 10 Sidelite panel construction details 11 Sidelite panel construction details 12 Horizontal cross sections 13 Horizontal cross sections 14 Horizontal cross sections 15 Vertical cross sections 16 Vertical cross sections 17 Vertical & Horizontal cross sections 18 Horizontal cross sections 19 Buck & Frame anchoring 20 Buck anchoring 21 Frame anchoring 22 Frame anchoring 23 Frame anchoring 24 Frame anchoring 25 Buck anchoring 26 Frame anchoring 27 Buck anchoring 28 Frame anchoring 29 Components 30 Components 31 Components 32 Bill of materials DTRINITY GLASS I N T E R N AT 1 O N A L TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 jx�b 00 00 � H 2 V Z 1 M � v � o LU FL H OM rn C9 J M mH Z O=LL LL a ALU o� LLJ LU m U� HH m w w Q Z w aZe °' Z Ix H '0 m 63 O m rn Z w � M a d L Q - * N % w✓_r a * ` . IA��``M E 63 0 J 2 V Z 1 0 v � o DWG #: FL -20867.3 SHEET: 1 OF 3 2 DTRINITY GLASS I N T E R N AT I O N A L 37.50"" MAX. O.A. FRAME WIDTH 1 2 3 TRINITY GLASS INTERNATIONAL 15 15 17 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 H 00 00M W Z Q Q Z) Z H> o O Lo m M U z LL- (j)W a 'o Lu Z wH W Z j: (-D o°w 00 CO 1 N Ja o ZHm v 1 Cl) pZQ d D U� H z U W H o z M O 3 �Z �� a DLjo Ln CO T-= 1 �— Z H w w CD c� 1 a<1 M Lu Q Q „ O 1 0 � u- � 18 O 2 m < < 18 � 0 18 z 00 � O / lH \H J H W v W 3 4 15 15 °z N r` p• •� = w '' v�I • • • • a� W w m m Z J V) 0 � J v 2 v Z 0 o DWG #: FL -20867.3 SHEET: 2 OF 3 2 MAX. DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) FRAME JAMB LIP LITE FLUSHGLAZED/MAHOGANY DIMENSION TYPE POSITIVE NEGATIVE POSITIVE NEGATIVE LL WOOD +47.0 -47.0 +70.0 -70.0 37.50" X 81.63" PVC +47.0 -47.0 +60.0 -60.0 a z_ z U) U) z O 0 _ w O_ Lu LU = LL LL 0-1LLM 1�p O � Ln O O 53.00" MAX O.A. FRAME WIDTH 1 2 3 15 15 17 91 CONTINUOUS HEADER AND SILL 68.50" MAX O.A. FRAME WIDTH 1 2 3 15 15 17 a 0 0 0 a CONTINUOUS HEADER AND SILL Ee MAX. DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION z z z 7- Z) O JAMB & MULLION TYPE 1 3 13 FLUSHGLAZED/MAHOGANY V w Lu LU = 2 LLJ Q 2i 0 NEGATIVE POSITIVE 0 Q LL M LL CO - O 00 O 00 H WOOD +47.0 -47.0 +60.0 -60.0 OX/XO 53.00" X 81.63" Q W > w 0 0 0 a CONTINUOUS HEADER AND SILL Ee DTRINITY GLASS INTERNATIONA TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 MAX. DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION FRAME JAMB & MULLION TYPE LIPL ITE FLUSHGLAZED/MAHOGANY Lr) DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE H WOOD +47.0 -47.0 +60.0 -60.0 OX/XO 53.00" X 81.63" Q W > w c) V L = L L~L W d PVC +47.0 -47.0 +55.0 -55.0 OXO 68.50" X 81.63" WOOD +47.0 -47.0 +60.0 -60.0 PVC +47.0 -47.0 +55.0 -55.0 oa DTRINITY GLASS INTERNATIONA TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 LL Q Q m hM u- ��� o .,���'�y••• * PRO` ``� 63 ° m mz �(1) 0 J U LL 2 v z 0 o DWG #: FL -20867.3 SHEET: 3 OF 32 � H M V Lr) Q W Z#p OO Q D Z W 0 H v 01 Cb O Inc U) V)m M a- J Lu MH Q W > w c) V L = L L~L W d Q Lu V p Z N~ Jcc W Z m Lu z Q m 00 a aU) o azQ 0, JL) Lu Lu ix Hoz M oa m L,; o Lo LUco �< c d M d LL Q Q m hM u- ��� o .,���'�y••• * PRO` ``� 63 ° m mz �(1) 0 J U LL 2 v z 0 o DWG #: FL -20867.3 SHEET: 3 OF 32 53.00" MAX O.A. FRAME WIDTH Qp TRINITY GLASS INTERNATIONAL 37.50" MAX 15.50" MAX " MAX FRAME WIDTH FRAME WIDTH WIDTH TRINITY GLASS INTERNATIONAL 1 2 3 1 '� A 3365 IST WAY 5 1 5 1 5 1 7 1 6 1 6 1 7 FEDPH:(253)875-7300Z 00 00 RAL WAY, WA 03 Q Q � Q W Z# p � O N m C Lu Z H N a / / H H Lu U y LL > i CC NH WZ m ZQcoo D C7 C� -j Q� o pZQ z_ z_ V W H z m � z � � w CO z a� M T- 2 Lu LD X 0 1 0 LLI T- z 2 >. Q w 1 14 2 m 1 17 In c s Z CO o 1 0 CD 17 H o H � H v [Y Lu ui 4 a 3 4 3 4 3 4 3 4 z° 15 15 16 16 15 15 16 161. co N 0. o0• Imo' • • O<i� iy ••* pRfn �o F�_ z� CD ¢� O � V DWG #; FL-20867.3 SHEET: 4 of 32 68.50" MAX O.A. FRAME WIDTH DESIGN PRESSURE (PSF) 37.50" MAX FRAME WIDTH 1 2 3 1 2 15.50 FRAME 4 FRAME 15 15 17 16 16 17 FLUSHGLAZED/MAHOGANY DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE WOOD +47.0 -47.0 +55.0 -55.0 OX/XO 53.00" X 81.63" C7 C� z z U) � PVC 1 14 -47.0 � -55.0 OXO 68.50" X 81.63" WOOD +47.0 -47.0 0 c� = -55.0 O +47.0 -47.0 X � O 2 2 4 w � w � � � � 14 1 17 M w C) co �? 0 4 4 MAX. DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION FRAME JAMB &MULLION TYPE LIPL ITE FLUSHGLAZED/MAHOGANY DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE WOOD +47.0 -47.0 +55.0 -55.0 OX/XO 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 PVC +47.0 -47.0 +55.0 -55.0 DTRINITY GLASS INTERNATIONAL 105.00" MAX. O.A. FRAME WIDTH 74.00" MAX. O.A. FRAME WIDTH 15.50" FRAME WIDTH TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 74.00" FRAME WIDTH FEDERAL WAY, WA 98003 1 2 3 1 3 1 2 4 PH: (253) 875-7300 15 15 17 15 15 17 16 16 17 o z 00 M � H ♦� M v 03 Z M �►`n- Qw z .v 4 0 - ° O c=n �N a LuH Qw Oma" u- aZ Lu iLL, Mme ca HLu 0c) H m Z Z �Dz V p � H 3Z M �HH Z W m � 00 F- Z ~ a a m a 0 1 _ 14 w � o T- ui w Q X 0 3 X 0 X O 3 X 0 12 Co. � 1 0 14 14 4 Q 1 o O O 1 z 2 M 1 17 O o CD 1 In 00 > v Lua a a a 0 z 3 4 3 4 m 15 15 15 15 16 16 `���`�0•• �` ���tii'a N 0. ••° •� -olr �- o z� � °'° � 0 v DWG #: FL -20867.3 SHEET: 5 of 32 MAX. DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION FRAME ALUMINUM ASTRAGAL PVC ASTRAGAL DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE XX 74.00" X 81.63" +55.0 -55.0 +47.0 -47.0 OXXO 105.00" X 81.63" +55.0 -55.0 +47.0 -47.0 mz � z o i � 1.56" 1.22" 1 f z Q a_ 0 0 .10" 3111- z 1" - LVL STILE rvTrr���r� INTERIOR 2.38" LVL LOCK BLOCK —/ LVL STILE 35.75" HORIZONTAL CROSS SECTION PANEL WIDTH � 6 U-4-41) GLAZED DOOR LIP LITE FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE .50" GLASS BYTE HOT & FOAM MELT SEALANT. 1.72": #8 X 1-1/8" SELF AIL 1 THREADING SCREW iT (G1 GLAZING DETAIL LIPLITE FRAME DETAIL 1 LVL LOCK BLOCK 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM 1" t A6 LIPLITE FRAME ABS or PC/ASA LOCKSET HARDWARE MANUFACTURER MODEL PVC STILE CAP LOCK & DEADBOLT COMBO TRINITY GLASS Qp 1.58" INTERNATIONAL 1.56" SIGNATURE SERIES 980 TOP RAIL LOCK: F -SERIES T211 PVC TRINITY GLASS INTERNATIONAL 1 1.56" 1.25" 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 iii._: :Jl ^ O oo 00 J � v 19" r V)Lr)a v z 0 O J W wo >m Lc) mH Qz O=L` x �� a- LL V) F- ac Q= aLL,U .:. '.;: V a LU H O1-4 m T W •�'::� J 00 ui Q H rn 1" O.A. THK GLASS ,,...''A..16 U co Lu co rZ 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM 1" t A6 LIPLITE FRAME ABS or PC/ASA LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO SIGNATURE SERIES 991 LOCK & DEADBOLT COMBO KWIKSET SIGNATURE SERIES 980 LOCK: F -SERIES SCHLAGE DEADBOLT: B60 SERIES EXTERIOR 1 1.56" INTERIOR FOAM CORE BOTTOM RAIL PVC 2 VERTICAL CROSS SECTION 6 w H 0 =IF O 116) Q-� p :a I:'• OZ. �'1�0 'b: '0 Z$• w`~ O° mZ -3V) a� z-�' _= vZ DWG #: FL -20867.3 SHEET: 6 OF 3 2 11111111 ti I 1.56" 1.22" 1 f Lu J W z Q a 0 0 I- 10" 31" 1.58" FOAM CORE PVC STILE CAP 35.75" PANEL WIDTH FYTPI?1nQl PVC STILE CAP 1.22" 1.56" LVL LOCK BLOCK —/ LVL STILE fHORIZONTAL CROSS SECTION 7 11 GLAZED DOOR FLUSHGLAZED FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE HOT & FOAM MELT SEALAN� 1.72" #8 X 1-1/8" SELF FAIL 1 THREADING SCREW 1E .50" GLASS BYTE 1" O.A. THK GLASS 1.72" 1.57" TOP RAIL 1.25" PVC FOAM CORE FIBERGLASS SKIN 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM G1 GLAZING DETAIL FLUSHGLAZED FRAME nFTA1► 4 LVL LOCK BLOCK �{ 1.24" 1.70" 1 " A FLUSHGLAZED FRAME ABS or PC/ASA LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO Zao H >Ln to ca SIGNATURE SERIES 991 v LOCK & DEADBOLT COMBO KWIKSET jy z SIGNATURE SERIES 980 a -3 LOCK: F -SERIES SCHLAGE -20867.3 SHEET: 7 DEADBOLT: B60 SERIES DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 ►��INTERIOR m O � � J W W o 0 0 Zao H >Ln to ca 00 01 v • o jy z DWG #: a -3 FL -20867.3 SHEET: 7 a 32 ac Q Tz • Q ca Lu 0c) ::. 'AVi r'. Q 0 m H H m v �•.: Q Q Q ZI--1 -0 rn p LU z JO Z 0mLLia a_ 40 v HZ U c00 aLu \ ►��INTERIOR m m Z LLZ 0 0 J U 2 v • o Ore , DWG #: .......,._..q FL -20867.3 SHEET: 7 OF 32 FOAM CORE BOCTOM RAIL `0•• *'���i�,.o 1.35" 1 1.56" 2 VERTICAL CROSS SECTION 7 NM -W-' u- 0�� j � o ;fid' ••'' •'• • w m m Z LLZ 0 0 J U 2 v o DWG #: FL -20867.3 SHEET: 7 OF 32 LVL STILE EXTERIOR `FIBERGLASS SKIN 2.38" 1.58" `PVC STILE CAP 1.58" -I/ /27;11G1 / r-.17" i .10" 31"- FOAM CORE PVC STILE CAP �r, -7r,-- IIIIIIIII�III LVL LOCK BLOCK --/ LVL STILE "OR/ZONTAL CROSS SECTION 11 GLAZED DOOR MAHOGANY FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE ETAI L 1 lib HOT & FOAM � MELT SEALANT 1.72" #8 X 1-1/8" SELF THREADING SCREW 19" 1.72" 1.57" 1.25" FOAM CORE FIBERGLASS SKIN .50" GLASS BYTE —1" O.A. THK GLASS 1/8" TEMPERED GLASS AIR SPACE G1 GLAZING DETAIL MAHOGANY FRAME DETAIL 1 LVL LOCK BLOCK 1/8" TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM 2 A8 MAHOGANY FRAME ABS or PC/ASA LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO H SIGNATURE SERIES 991 LOCK & DEADBOLT COMBO KWIKSET o� a SIGNATURE SERIES 980 Z0 #o LOCK: F -SERIES SCHLAGE DEADBOLT: B60 SERIES TOP RAIL PVC 1.35" F//' 1 1.56" FOAM CORE BOTTOM RAIL PVC 2 VERTICAL CROSS SECTION 8 DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 DL 00 oov H M o� a Z0 #o r- H > OM 01 W V) m M 01 Lu H Q Z = LL aQ= LL H� a= 0 U 40 m Q o z Q m m po N~ Q � � Z Q H H v ao Cn H H :/i p W p Z Q J Q H d m 1 z it� zO z ac H o z CO n LD w 00 < ,. d M a w Q p m V) z O H z p \H H Lu v Lu p w r w ya 10 U Lu °° m Z Lu 0 0 J v= v Z p DWG #: FL -20867.3 SHEET: 8 OF 32 LVL STILE 13.88" MAu PANEL WI[ Q�w0flam FIBERGLASS SKIN 2 SIDELITE PANEL LIPLITE FRAME LVL STILE EXTERIOR INTERIOR rj-� HORIZONTAL CROSS SECTION 9 MAX D. L.O. 50" GLASS BYTE HOT & FOAM MELT SEALANT FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE 1.72" #8 X 1-1/8" SELF THREADING SCREW G1 GLAZING DETAIL LIPLITE FRAME 1" O.A. THK GLASS lit t A9 LIPLITE FRAME ABS or PC/ASA 1.56" 1.72" 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM 1.72" 1.57" 1.25" FIBERGLASS SKIN FOAM CORE EXTEI LVL TOP RAIL IAITC1:3I(l1D LVL BOTTOM RAIL 2 VERTICAL CROSS SECTION 9 DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� 'aj 00 oov H fn M �� Q vUo 1 � p W W H OM ZD ��M 01k� .. pwp H d Z _ x LV �F- owv NH W w co Z Qm II 00 'T' - 0 Qa in in,^� H U) :n Z Q a Q H H a z M Q mui a01 v HZ U CL w 00 CE<I—m a M a LU Q 0 m ME L z z H H WuiU al n a �O N IM 0- . 7: d3 m Z LU V) ao vLL = c¢�Z o 'In DWG #: FL -20867.3 SHEET: 9 OF 3 2 LVL STILE FOAM CORE 13.88" MAV PANEL WIC H 2 C� LU J LU z a ti FIBERGLASS SKIN SIDELITE PANEL 16 FLUSHGLAZED FRAME LVL STILE �M-rONrir IN INTERIOR 1 HORIZONTAL CROSS SECTION 10 AAX D.L.O. 5 b FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE HOT & FOAM - MELT SEALANT #8 X 1-1/8" SELF THREADING SCREW 1.56" 1.72" 50" GLASS BYTE 1" O.A. THK GLASS \�TEITTIPERED GLASS AIR SPACE1/8" TEMPERED GLASS G1 GLAZING DETAIL FLUSHGLAZED FRAME ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM �{ 1.24" 1.70" 1 " 10 FLUSH GLAZED FRAME ABS or PC/ASA 1.72" 1.57" 1.25" FIBERGLASS SKIN FOAM CORE FXTFRI( IK /JJLvc � LVL BOTTOM RAIL LVL TOP RAIL 1.25" i •C 2 VERTICAL CROSS SECTION 10 DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 v m mz 00 ooM ~ ui U Z Q O '� F R �� Q DWG #: vUo 1 SHEET: 10 OF 32 ww ��m lot� Z p 01 pwp H R Z _LL xLL LV �F- nLU NLU ~ W w co Z Qm 00 'T'- kb F4 VJ v! Z Q a Q H H a z M a Q ui a v HZ U w00 ln�rn CO <2 I- a M a w Q 0 m Po I I� V% - 40',:Ol m mz �� LL: Oma ` U Z Q O '� F R vLL U*) w� m mz �� J = U Z Q O o vLL U*) DWG #: FL -20867.3 SHEET: 10 OF 32 LVL STILE FOAm uumm 0 T- O w p = X J Q UJ z a o C) co o 6 I` LVL STILE XTERIOR INTERIOR (M HORIZONTAL CROSS SECTION 1 8.00" MAX. D.L.O. HOT & FOAM ---� MELT SEALANT 1.72" #8 X 1-1/8" SELF THREADING SCREW v in 50" GLASS BYTE G1 GLAZING DETAIL MAHOGANYFRAME 1" O.A. THK GLASS 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM 1.72" 1.57" 1.25" FIBERGLASS SKIN �K . FOAM CORE LVL TOP RAIL InITr-:C?1nD GVTGDlnD DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 00 00 c) M Q V # p Z) ww�c (Z° z az WZ L �� ocja =� owQ Q CL: LU m H H m U� H (n (n Lu pZQ J ¢ H Z o 0,z m H O a H p p Z HZ U w � CO owo <, rn _ F- d \] M n w p v V) Z 0 z H H W v ac w p C•7 ,. 0 1.50 Oi • a 9.41" SIDELITE PANEL 2C MAHOGANY FRAME FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE 2 All MAHOGANY FRAME ABS or PC/ASA LVL BOTTOM RAIL 1.25" i 2 VERTICAL CROSS SECTION 1 U- O Z, �a Z� 'o ui iv- _ z� m� Q� a� �: __ �z o p v DWG #: FL -20867.3 SHEET: 11 of 321 1-1/4" MIN 1-1/4" MIN EMB. (TYP) EMB. (TYP) D TRINITY GLASS INTERNATIONAL C 1 2 3 1 2 3 C a D d ° a D. dH H TRINITYGLASS 3365 15 WAY SATIONAL D FEDERAL WAY, WA 98003 A INTERIOR PH: (253) 875-7300 a C D O H pMQ J INTERIOR 2 2 2 0 "' 11 �� cn v#� G a D Q J H Lu Z U = ti x da cp N � ty Q = 'd d.LL ° ° Q z Fx U m Q K K Qa 0 0 co Zcf) Lu co Hm Lu Z z v z W��m rn oo a D M d (SEE NOTE 1) F E 6 EXTERIOR EXTERIOR w B B 0 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION T SHOWN W/ 2X WOOD BUCK SHOWN W/ 2X WOOD BUCK °° Outswing shown - Inswing also approved Outswing shown - Inswing also approved l!7 1-1/4" MIN EMB. Z MB. MIN (TYP) EMB. (TYP) O d °. H z C 1 2 3 1 2 3 C �•D D H L a D L w W d. A INTERIORHIV .1 77-77 D a a. 5 INTERIOR 2 2 2 0 N 11 z ry - - �, . �• AFL ti � ° Q- . ••. -1 1111 4. =' /( a ORija d AA-� (SEE NOTE 1) ° i� •• F� .,d%•• Oma.'" A EXTERIOR EXTERIOR A 10i /1 E g 63 ui HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION Q z Y Q 3 a� __ y SHOWN W/ 1X WOOD BUCK SHOWN W/ 1X WOOD BUCK o o v Outswing shown - Inswing also approved Outswing shown - Inswing also approved DWG #: NOTE: FL -20867.3 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET: 12 OF 321 (SEE N, EXTERIOR FYTPPInP 8 EXTERIOR rfHORIZONTAL CROSS SECTION 13 Outswing shown - Inswing also approved 3 HORIZONTAL CROSS SECTION 13 Outswing shown - Inswing also approved (SEE NOTE 1) 2 HORIZONTAL CROSS SECTION 13 Outswing shown - Inswing also approved d 7 8 PYTPPInP (SEE NOTE 1) 4 HORIZONTAL CROSS SECTION 13 Outswing shown - Inswing also approved NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 0� %o H co � M M to Q y ZH V OM n J �O HO Hca mH Zw O=" X �3 �n Ny QT- �wv wZ cn U� °0w 00 Q� =p m HHm H U w Q J Q H M Z HZ H z mm 0 Z w .0 ly c_ I- d M a Lu to - RUYIE Imo'' ` •• • . O� �K zLu � mLL Q� 0 o v DWG #: FL -20867.3 SHEET: 13 of 32 (SEE N 1K1TGC?1nD 1 HORIZONTAL CROSS SECTION 14 Outswing shown - Inswing also approved INTERIOR 3 HORIZONTAL CROSS SECTION 14 Outswing shown - Inswing also approved OO FXTPPir)R 2 HORIZONTAL CROSS SECTION 14 Outswing shown - Inswing also approved NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FE 1) DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 v m A 1 _ 00 oo O ~' iu U Z M v �� D N Z DWG #: �U-g- 1 SHEET: 14 OF 32 J H 0 O ~ O m J 01 mH Zw O=`L L- x Nco �Q2 a Z Q 0 m Q Lu oo Qa =LU p m HHm F Lu Q z01 Z U W a J Q I --I H z rn m -0\Z WO CO � -- CL m a W Q T m 4P* Po m A 1 _ n LL: OL iu U Z Q O Ra. w m ca �V) in zLL= � J iu U Z Q O DWG #: FL -20867.3 SHEET: 14 OF 32 1 VERTICAL CROSS SECTION 15 SHOWN W/ 2X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR 11111111�bw PRO samim d: a... n ''^ b a'a°. d.. .°. 1-1 /4" MIN. asEMB (TYP.) A ° ad ,.. ° d .. .°a 3 VERTICAL CROSS SECTION 15 OUTSWING SILL MIN. 'YP.) INTERIOR 2 VERTICAL CROSS SECTION 15 SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 15 INSWING SILL DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL MIN. 3365 IST WAY 5 'YP.) FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� v 00 oo O ~' '0� M v A n �U� Za0 O 0 A A rn J Q ~ m J V m H Vw _LL ULL x LL �� owv az w . d n co Q oo Q a' O m H H m Lu Q z° ado INTERIOR 4 VERTICAL CROSS SECTION 15 INSWING SILL DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL MIN. 3365 IST WAY 5 'YP.) FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� v 00 oo O ~' '0� M v N Z �U� Za0 O 0 H rn J Q ~ m J V m H Vw _LL ULL x LL �� owv az w co Q oo Q a' O m H H m Lu Q z° ado z Lu J Q H H z rn m OW rn H z CO � < O� F- a M a w Q 0 m R. L z 0 H Z tyH H U W �w a LL -L�uti — �, O w mm Z u Q O U U Z DWG #: FL -20867.3 SHEET: 1 5 OF 3 2 (C VERTICAL CROSS SECTION 16 SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR (SEE NOTE 1) A as a" 1-1/4" MIN. a nd ! a . EMB (TYR) 3 VERTICAL CROSS SECTION 16 OUTSWING SILL 2 VERTICAL CROSS SECTION 16 SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR 2 2 2 O AE'—(:(SEE NOTE 1) d: , ' D TRINITY GLASS K , INTERNATIONAL a a v 1-1/4" MIN. MIN. ... ad. ° a.° °° a' a° EMB (TYP.) TRINITY GLASS INTERNATIONAL YP. ? v a v Q v ° d A 3365 IST WAY 5 a v FEDERAL WAY, WA 98003 A PH: (253) 875-7300 00 oo O ~' v ,., ;,.... O 01 Q m J (SEE NOTE 1) :., m z H v W o= LL X v LL u-� W� nwv 2 2 2 1 2 3 wH w� T v` mw co N a O m Z Q m � H Q H Q ao lD� C) LL �QH rn EXTERIOR z w m a (SEE NOTE 1)ui Lu CE M a 2 VERTICAL CROSS SECTION 16 SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR 2 2 2 O AE'—(:(SEE NOTE 1) 4 VERTICAL CROSS SECTION 16 INSWING SILL NOTE: 1. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. w Q 0 mW 0 LL `roti — •, C wm m ZLu zLL aov= c¢�Z o 'In DWG #: FL -20867.3 SHEET: 1 6 OF 3 2 d: , ' a. , a ... ad. d A 4 VERTICAL CROSS SECTION 16 INSWING SILL NOTE: 1. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. w Q 0 mW 0 LL `roti — •, C wm m ZLu zLL aov= c¢�Z o 'In DWG #: FL -20867.3 SHEET: 1 6 OF 3 2 1-1/4" MIN 1-1/4" MIN EMB (TYP) C 2 C EMB (TYP) TRINITY GLASS SHEET ROCK '14—\P INTERNATIONAL z— SHEET ROCK FURRING cZ n C Lu W W 0U Lu Z W Q Z Q r HORIZONTAL CROSS SECTION 7 Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved 1" MIN EDGE DISTANCE T\ \ A. . d e ° a a' G. a e A. ° .e° .d ° a . ' Q AA a A. a. .. INTERIOR 3 VERTICAL CROSS SECTION 7 Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved SHEET ROCK FURRING (SEE NOTE 1)u FURRING ww 0U Z W Z Q r 2 HORIZONTAL CROSS SECTION 7 Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved Z_ a 1" MIN EDGE 2 K DISTANCE �m r i Lu4. aA e °. a A- 4 .Q e 4] e ' a e d ° m (SEE NOTE 2) EXTERIOR E • i�_i/% 1m INTERIOR 4 VERTICAL CROSS SECTION 7 Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 2. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. SHEET ROCK FURRING TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z J 00 oo M Z r Z w0 O Hyo �o >H �mJ n CO LL� Q � V � W V Q O co C9 m H a H N H oo Cy" l!1 Z 0 W a Q H AO L11 Q Lu v i- Z CL W CO op CEM 01 a W Q MV.- Lo V L z 0 "1z H H WU V) ac a o O fid, ' d3 m m z Lu ao v= c¢�Z LL o DWG #: FL -20867.3 SHEET: 17 of 32 1-1/4" MIN DTRINITY GLASS EMB. (TYP) INTERNATIONAL D . 1 2 3 C ° 0 D TRINITY GLASS INTERNATIONAL ° 3365 IST WAY 5 H ° D FEDERAL WAY, WA 98003 PH: (253) 875-7300 D O H moo O M � 1-1/4" MIN 5 y ci U v C EMB (TYP) INTERIOR o ¢ o � 0 H a oIn 01F- 1A A vi 30 11 mH zW ovLL X SHEET ROCK '• :3 N y Q = UJ FURRING o .D /( _ a o z Q F4 Lu F4 cy\ H p Q v D Lu 20 oo 5 W INTERIOR ° L w EXTERIOR 7 8 o D .c 0 U B w Z 2 HORIZONTAL CROSS SECTION m Q ° �IV SHOWN W/ 2X WOOD BUCK In Outswing shown - Inswing also approved z D x. n 1-1/4" MIN H zo ° EXTERIOR P EMB. (TYP) H a° ° p d 11 >... ° > 0 1 2 3 C o' . LL 7 8 a D K D HORIZONTAL CROSS SECTION g 1 18 Direct to masonry (5-1/4" min jamb)o Outswing shown - Inswing also approved 5 z INTERIOR ':J M`= °' ♦♦ ♦♦ �� ��� ♦ i , Q r Q a o LL or•a D U ° K �,���h� ••* PRO``♦♦♦�' 4 EXTERIOR A ¢ °0 m z � V)7 8 ao �� v= uz p 'In 3 HORIZONTAL CROSS SECTION DWG #: 18 SHOWN W/ 1X WOOD BUCK FL-20867.3 Outswing shown - Inswing also approved SHEET: 1 8 OF 32 1 X/2X Bl MASONR' OPENIN( BUCK ANCHORING CONCRETE ANCHOR NOTES: SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) VIAX. YP.) =E HINGE DETAIL 2 HINGE DETAIL 1 HINGE DETAIL 2 HINGE JAMB 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT APCON®X 1/4" 1-1/4" 2" 4" ELCO ULTRACON® 1/4" 1-1/4" 1" 4" IT APCON®X 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. a. a' 2X BUCK �a 1X BUCK a DIRECT TO MASONRY 1X/2X BUCK DOOR FRAME---, MASONRY OPENING 1X BUCK a DIRECT TO ° MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY ° 6" (TYP.) FT a i i 1 6„ )2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS D TYP. SILL i a. FRAME ANCHORING Masonry construction STRIKE PLATE DETAIL 14" MAX. O.C.(TYP.) 6" } 5.50" STRIKE JAMB DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 °oH 00 oo M ZU O 0 r OVI H > �M M u� rn l930V pwpH LL 1-4 LL O_LL U �wv LL VV) 062 VZ co tw~Z oma coZQm a oZ f Z W a J Q F4 H AO Z rn m O 2 rn �z W LU CO LU <_ a m a w Q 0 =I R. :o LL. C �L� F O� LIJ °° m Z a v 2 U Z o DWG #: FL -20867.3 SHEET: 19 OF 32 1 X/2X BU MASONR OPENIN( CE BUCK ANCHORING MAX. YP.) 1 X/2X BU MASONR' OPENIN( CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT BUILDEX APCONO 1/4" 1-1/4" 2" 4" ELCOULTRACONO 1/4" 1-1/4" 1" 4" IT BUILDEX APCONO 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. BUCK ANCHORING DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 OED Z ~' �O l\� OO H > LL � JO Z W H N Q� J lD H LU z MAX. i z YP.) W Q 0 MIN L z 0 H Z tyH H U W W tW � o fid, • '• F �•• O m Z LU a�� v2 c¢�Z v LL o DWG #: FL -20867.3 SHEET: 20 OF 3 2 00 M oo v k o H 3- Z a t 0 M ca rn d = LL LL Q m Q Y T m W ZHm m IT - U 0 W ozQ Q H M m i -3 H o z al a rn CL W a CO 00 <M CL M a W Q 0 MIN L z 0 H Z tyH H U W W tW � o fid, • '• F �•• O m Z LU a�� v2 c¢�Z v LL o DWG #: FL -20867.3 SHEET: 20 OF 3 2 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) - a d 1 X/2X BUCK - DOOR FRAME MASONRY OPENING SEE HINGE DETAIL 2 a d .d a' a Q HINGE JAMB )2X BUCK 1X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS TYP. SILL a a. 7" 3" — A FRAME ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT BUILDEX APCONO 1/4" 1-1/4" 2" 4" ULTRACOON® 1/4" 1-1/4" 1" 4" IT APCON®X 3/16" 1-1/4" 3" 1-1/2" 3" 6" 14" MAX. O.C.(TYP.) i 6" 2x 5.50" STRIKE MULLION V STRIKE PLATE DETAIL HINGE DETAIL 1 HINGE DETAIL 2 2X DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 O ~' 00 oo v M 40 MV) Z UUO 3 0 O �mM ED H U O= L` LL v LL V) Q p w U LU W T � °° w oo Q a 2 m Z ca m zQ LU C H Z LL a HazLU M 2X BUCK zz w COLU 1X BUCK P M DIRECT TO UJ MASONRY o m L z O Z v J 2X BUCK 1X BUCK LJ w DIRECT TO MASONRY WOOD SCREW INSTALLATION NOTES: VIEW A -A VIEW A -A VIEW B -B VIEW B -B 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachmen to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) 0 LL ��Uti � o UJ °° m ZLU a� z _J = _c¢�Z �X o o vul DWG #: t FL -20867.3 SHEET: 21 OF 32 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) 1X/2X Bl. DOOR FR) MASONRI OPENINC SEE HINGE DETAIL 2 HINGE JAMB CONCRETE ANCHOR NOTES: Mm CL FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR 7" d a a ° 3" d MIN. 3" d' a d TYPE a. EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT APCONOX 1/4" 1-1/4" 2" ' d H 2X BUCK 1/4" 6" ° a 4" a L 1X BUCK D DIRECT TO 1-1/4" 3" a QD MASONRY H�0M TYP. HEAD 0 CK & JAMBS LU H 14" 1 O = '` U U- O ( kME pw V I a G d °dQ a Q Ut co ¢ D TYP. SILL W m LU H H m oo a" H 6„ FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT APCONOX 1/4" 1-1/4" 2" 4" ULTRACOONO 1/4" 1-1/4" 1" 4" IT APCOND®X 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. AAX. TYP.) i 5.50" } STRIKE JAMB STRIKE PLATE DETAIL HINGE DETAIL 1 HINGE DETAIL 2 2X BUCK 1 X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 �Q) 00 O ~' M c 0 04-1- 4 QD Z H�0M 0 m_3 MCL rn v LU H = O = '` U U- pw V tHifi) Z Ln Z Q Ut co ¢ N¢ W m LU H H m oo a" H m lD Z Q LU iy ¢ H H z rn M J c)d LL ¢ m LU n c rn I— z W a o0 Cd M a V) V) z 0 H z V o H >" v W v) W N �����0. � � zip• �����,�. N O a o LL a O'< W ~ m m Z a� 7-' __ �Z O U U-) DWG #: FL -20867.3 SHEET: 2 2 OF 3 2 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 2 1X/2X BU DOOR FRA MASONRY OPENING HINGE MULLION CONCRETE ANCHOR NOTES: FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILD®X TAPCON 1/4" 1-1/4" 2" 4" ELCULTRACONO 1/4" 1-1/4" 1" 4" IT APCONDOX 3/16" 1-1/4" 3" 1-1/2 WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 2x VIEW A -A Head to mullion attachment (Standard or Fat Mullion) Ax. YP.) 5.50" STRIKE MULLION STRIKE PLATE DETAIL VIEW A -A Head to mullion attachment (Two-piece Fat Mullion) HINGE DETAIL 1 HINGE DETAIL 2 2X VIEW B -B Sill to mullion attachment (Standard or Fat Mullion) VIEW B -B Sill to mullion attachment (Two-piece Fat Mullion) DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� CD co oo O ~' 40� M v Udo 3 z a O m M UJ VO H U O= L` U LL L Q p w V JO LU H Q a W �. m co W H H m m m 0 W ozQ J Q I I rn z OW LL H A0 z< m rn H z CO < 00 ON F- a M a W Q 0 MIN L z 0 H z tyH H U W W �O N � o Wg F W� °° mZ LU av LL o �� v2 c¢�Z ul DWG #: -FL-20867.3- SHEET: 2 L-20867.3SHEET:23 OF 32 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 2 HINGE JAMB 1X/2X BU DOOR FRP MASONRY OPENINC CONCRETE ANCHOR NOTES: FRAME ANCHORING Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX TAPCONO 1/4„ 1-1/4„ 2„ 4„ ELCULTRACONO 1/4” 1-1/4” 1” 4” IT APCON®X 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. Ax. YP.) 5.50" STRIKE JAMB STRIKE PLATE DETAIL HINGE DETAIL 1 HINGE DETAIL 2 DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� �b � oo O ~' M v �LO z UUo a ¢D � H i0M ,ten O m M VO H U O= �` U LL LL V) p V Q TZ w LU JO H Q a W �. m co LU H H m m m W zQ J Q H ° rn Z O LL ix z m rn H z W CO < 00 M F- a M a W Q 0 =I R. L z 0 H z tyH H U UJ W O OzV ;) ~ 63mZ LU V) 00 v= c¢�Z ul DWG #: FL -20867.3 SHEET: 24 OF 3 2 1 X/2X BIL MASONR OPENIN CONCRETE ANCHOR NOTES: 7" 4 ° ANCHOR MIN. 4" MIN CLEARANCE TO TYPE a 3" y EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX TAPCON 1/4" 1-1/4" 2" 4" ELCO® ULTRACON 4" a. D 4" °. TYP. HEAD 1-1/4" 3" a & JAMBS = O='L v D CK LU zLL a f 15.13" 1 a LU oo 'T'- O.C.(IT 1 Yco Y H H m a ° a a oo Z m a. a a. as .a BUCK ANCHORING 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDEX TAPCON 1/4" 1-1/4" 2" 4" ELCO® ULTRACON 1/4" 1-1/4" 1" 4" IT APCON®x 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. JAX. YP. ) DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 w Q 0 MIN L z 0 H z H H W U aw 0 4P* Po co m 5;zca 00 oo O ~' Q O v �LO (7 DWG #: ZUO -20867.3 SHEET: 2 5 OF 32 Z H > t l9 —1 M 30 ED = O='L v V) LU zLL a a LU oo 'T'- Q a Yco H H m Lo LU z oo Z m H z LU m CL CO � �z< CL M a w Q 0 MIN L z 0 H z H H W U aw 0 4P* Po co m 5;zca LL: Q O R tj a. Lu co m 5;zca Q O DWG #: FL -20867.3 SHEET: 2 5 OF 32 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 2 HINGE JAMB a a a u a 4 c a a 1X/2X BUCK - DOOR FRAME MASONRY OPENING A 2X BUCK 1 X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS ]" 6" (TYP.) 3" � f ,A ASTRAGAL SHOWN FOR REF ONLY d a' D TYP. SILL B B FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT APCON®x 1/4" 1-1/4" 2" 4" ULTRACON® 1/4" 1-1/4" 1" 4" IT APCON®X 3/16" 1-1/4" 3" 1-1/ WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 14" MAX. O.C.(TYP.) (ei VIEW A -A Astragal Strike @ Head ASTRAGAL STRIKE DETAIL 1 HINGE DETAIL 1 HINGE DETAIL 2 VIEW B -B Astragal Strike @ Sill 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 oo LL. -L�uti; O � '•i�a�4rc F d3 °° m Z L 0 v LL 0 �� v2 c¢�Z ul DWG #: FL -20867.3 SHEET: 260F 32 00 oo O ~' M v �LO LOU z 0 ¢� H i 1 X/2X BU MASONR' OPENING E y- BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT APCON®X 1/4" 1-1/4" 2" 4" ELCULTRACON® 1/4" 1-1/4" 1" 4" IT APCOND®x 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. MAX. YP.) DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 W Q 0 MI R. L z 0 H z tyH H U W W U- C m m Z 00 oo O ~' vLL = U Z ..��� v �LO (7 DWG #: ZUO 60 FL -20867.3 Z 32 H > l9 ca M mH = 0=11 U LL V) LU zLL a m a LU oo Q a Y H H m 0 LU z m Z O m i H A0 z 2 m rn Hz W CO LU <M F- a M a W Q 0 MI R. L z 0 H z tyH H U W W U- C m m Z Q O J vLL = U Z ..��� W m m Z Q O J vLL = U Z DWG #: FL -20867.3 SHEET: 27 OF 32 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) ISEE HINGE DETAIL 2 1X/2X BUCK DOOR FRAME MASONRY OPENING a d d v � a a CL 7" d11 711 J b G 3" A d° .Q d. G d HINGE JAMB A A H 2X BUCK L 1X BUCK D DIRECT TO MASONRY TYP. HEAD � ASTRAGAL & JAMBS FOR REF ONLY FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILD®X TAPCON 1/4" 1-1/4" 2" 4" ELCO ULTR CON® 1/4" 1-1/4" 1" 4" IT APCON®X 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 3" 14" MAX. O.C.(TYP.) 5.50" 0 TYP. SILL 1 1 i 1 1 6" VIEW A -A Astragal Strike @ Head VIEW B -B Astragal Strike @ Sill ASTRAGAL STRIKE DETAIL 1 HINGE DETAIL 1 HINGE DETAIL 2 DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� tb � oo O ~' M v �LO z UUo 0 Q 0H > MM k O m M UJ H LL U Q O= LL U V p wJO L V) LU H Q a W m co H H m m �� LU ozQ J c H °' rn Z OW L L H Z m m rn H z F- < 00 O� M a a W Q 0 m L z O Z H H UJUJ U a LL: zV - „a w m Z V) zLL c¢�Z o DWG #: FL -20867.3 SHEET: 28 OF 3 2 c 3.98" - 1.98 5.25"2.12" + 1 _ N c co _ - 1.68" 07 Cl? TRINITY GLASS Qp INTERNATIONAL O O O O _ C) �O �O O s HINGE MATERIAL: STEEL 4.56" LO SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: WOOD ti 4.56" I_ 1 : M vary 2.44 13 SIDE &HEAD JAMBS OUTSWING SIDELITE SPACER 26 MATERIAL: PVC 2.29" } o . OUTSWING SIDELITE SPACERLu MATERIAL: PVC 25 DOOR SWEEP MATERIAL: PVC TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253)875-73000 o z H o ¢ F- o z Lu mH 0 u- Lu H p Q a V lD HLu _jo ~ z Mco m v U H a o to ca o=� LL o Lu T °° w ao m H H m v LO ozQ H rn a H z m a mwa � c a M a o m 2 MATERIAL: PVC ' ^ �o OUTSWING SILL ALUMINUM WITH PVC SUBSTRATELJJ 5.63" 5.25" rt, M 0 [Y z U a _ ti 10 0 9 SIDE & HEAD JAMBS - ' 24 INSWING THRESHOLD ALUMINUM WITH PVC SUBSTRATE LO 4.56" LO N SIDE &HEAD JAMBS L: W MATERIAOOD (5-1/4" or larger) MATERIAL: PVC 4.56" - co.y;., 2.44" SIDE &HEA 3 MATED JAMBS RIAL: PVC 1.22" u') � 4.56" 2.44" LO 0 0 0 O 9 SILL KEY DETAIL OPTIONAL p z LIL 00 `��� O ����� •.�'�,,��-' 0. �. ••�.a���. �- LL:: • ~ Oma W I '�, �ti • .ROS .� W 'iii * P ���� "a. �T Q� z� ��Q� :E V) DWG #: FL -20867.3 SHEET:29 OF 32 O 0 N MULLION BASE KIT 15 MATERIAL: PC/ASA 4.56" STANDARD MULLION 14 MATERIAL: WOOD m 1 O 0 URETHANE GLUE 4.56" O O N STANDARD MULLION 16 MATERIAL: PVC 4.56" FAT MULLION 17 MATE�IAL-PVC SECTION A -A 0 RETHANE GLUE mUA II`t F IDH WS (4 NEAR SIDE) #8x1 1/4" PRH WS (4 FAR SIDE) �r TWO-PIECE "FAT" MULLION MATERIAL: PVC DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� C9 O ~'v M V) N ZUo 3 D O H Z F40 > M In \ W m M ca H o LL LL V) d o Lo az 0 m eco Lu H m 00 m Q a z p Z Q f �� Z LU a -3 Q H'o Z rn m m rn z Z W � < O\ PH a M a w Q 0 m ME �O N IW O •, C d3 °° m Z -3 V) LL a o y Z o DWG #: FL -20867.3 SHEET: 30 OF 321 N 19.63"— `�' 7 SLIDE BOLT ROD STEEL C) ----� 1.63" TOP BOLT RETAINER SCREW LOCATIONS (TYP.) 2.75" LATCH (BLIND HOLE) — 2.50" 9-3/4" ALUMINUM g a O O BOLT RETAINER p m ® •o• •o• 0 SLIDE BOLT ROD 2.65" Q Q ALUMINUM ASTRAGAL 1.75" ALUMINUM ASTRAGAL VIEW A -A 2U 68 Aluminum Astragal by Endura Products Aluminum Astragal Assembly o `� • � 7.84" © O T a, FLUSHBOLT BAR Diecast Zinc °O C-0- 1.091, 1.09" FLUSHBOLT Diecast Zinc D 3.38" m 1.44" VIEW B -B PVC Astragal Assembly c+nnr�ni 1 �nnTl/'1A1[� /Tvn \ n/� l J 1 A T/11 1 /TI 11••lI 1 1 1/'11 r\ PVC ASTRAGAL q!'-6--'8 PVC Astragal by Trinity DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 o z mLL b oo O ~' U o 0 0 3.75" 2.50" 3.63" 10.75" Zoo 10.50" 18.75" ~ z 18.50" 26.75" fir^ 26.50" — 2.50" 9-3/4" ALUMINUM g a O O BOLT RETAINER p m ® •o• •o• 0 SLIDE BOLT ROD 2.65" Q Q ALUMINUM ASTRAGAL 1.75" ALUMINUM ASTRAGAL VIEW A -A 2U 68 Aluminum Astragal by Endura Products Aluminum Astragal Assembly o `� • � 7.84" © O T a, FLUSHBOLT BAR Diecast Zinc °O C-0- 1.091, 1.09" FLUSHBOLT Diecast Zinc D 3.38" m 1.44" VIEW B -B PVC Astragal Assembly c+nnr�ni 1 �nnTl/'1A1[� /Tvn \ n/� l J 1 A T/11 1 /TI 11••lI 1 1 1/'11 r\ PVC ASTRAGAL q!'-6--'8 PVC Astragal by Trinity DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 w Q 0 MER L z 0 H z H UJUj H LCL m z mLL 00 oo O ~' isy 1'1� U Z M v O DWG #: Zoo -20867.3 � �o ~ z H 6 0M fir^ \ LU M 01 mH o o=� LL LL d owv az 0 m0. LUeco H H m Q a a oZ Z H z m LU OW rn z CO � CE CL M a w Q 0 MER L z 0 H z H UJUj H LCL w�O m z mLL VVVV ••• � ,�,1���11� ���. •.� O 0. isy 1'1� U Z LL O DWG #: FL -20867.3 R w�O m z mLL � J 1'1� U Z Q O v= DWG #: FL -20867.3 SHEET: 31 OF 32 BILL OF MATERIAL ITEM # QpTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 A 1 X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4" MAX. SHIM SPACE O H � J go a ED Z~ co H iy Lu oz U LU o ¢ J_ H J Z m � o HZ I- 00 cov M Z � p � 0 H>0 tn _I M m 0 = Q Hca m H H m p Z¢ o w _j ¢ Z m 1 I a m Lu w eo a c M a 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E #9 X 3/4" PFH WS STEEL F #9 X 1" PFH WS STEEL G #9 X 2-1/4" PFH WS ul Z H W Lu 0 #10 X 2-1/2" PFH WS STEEL I #8 X 2" PFH WS STEEL J #6 X 1-1/4" DRYWALL SCREW m K MASONRY — 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW z H U Lu 0 M 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL N 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL O #8 X 2-1/2" PFH WS STEEL P 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL Q #8 X 1" PFH WS STEEL O Z 3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB (FINGER—JOINT PINE — SG>=0.42) WOOD 1A ` t5N 0. LL O Z r Imo' Ji • • • ' � • O`. � cwi tiw m m Z _j V) Z LL Q O � U= U Z o WOOD 2 JAMB PVC 2A JAMB PVC 3 JAMB PVC 5 WEATHER STRIP QEBD650 Q—LON DWG #: FL -20867.3 6 3.98" X 4.0" HINGE MIN 0.098" MIN THICK SHEET: 3 2 OF 3 2 7 BILL OF MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4" MAX. SHIM SPACE — D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E #9 X 3/4" PFH WS STEEL F #9 X 1" PFH WS STEEL G #9 X 2-1/4" PFH WS STEEL H #10 X 2-1/2" PFH WS STEEL I #8 X 2" PFH WS STEEL J #6 X 1-1/4" DRYWALL SCREW STEEL K MASONRY — 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL M 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL N 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL O #8 X 2-1/2" PFH WS STEEL P 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL Q #8 X 1" PFH WS STEEL R 3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB (FINGER—JOINT PINE — SG>=0.42) WOOD 1A JAMB (FINGER—JOINT PINE — SG>=0.42) WOOD 2 JAMB PVC 2A JAMB PVC 3 JAMB PVC 5 WEATHER STRIP QEBD650 Q—LON — 6 3.98" X 4.0" HINGE MIN 0.098" MIN THICK STEEL 7 STRIKE PLATE STEEL 8 DEADBOLT PLATE STEEL 9 SILLKEY PC/ASA 10 OUTSWING SILL — ALUMINUM WITH PVC SUBSTRATE ALUM./PVC 11 DOOR PANEL —SEE DOOR PANEL CONSTRUCTION DETAILS SHEET — 12A SIDELITE PANEL —SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET — 12B SIDELITE PANEL —SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET — 12C SIDELITE PANEL —SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET — 13 OUTSWING SIDELITE SPACER PVC 14 STANDARD MULLION (FINGER JOINT PINE SG>=0.42) WOOD 15 MULLION BASE KIT PC/ASA 16 STANDARD MULLION PVC 17 "FAT" MULLION PVC 18 TWO—PIECE "FAT" MULLION PVC 19 1X MULLION WOOD 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 21 PVC ASTRAGAL BY TRINITY PVC 22 ASTRAGAL STRIKE @HEAD STEEL 23 ASTRAGAL STRIKE @SILL STEEL 24 INSWING SILL — ALUMINUM WITH PVC SUBSTRATE ALUM./PVC 25 DOOR SWEEP PVC 26 INSWING SIDELITE SPACER PVC