Loading...
1804 Selva Grande Dr RES20-0164 2 of 2 installation dwgs_1INSTALLATION 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 TRINITY GLASS INTERNATIONAL TRINITY GLA55 INTERNATIONAL 3365 15T WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 H co 00 co � V LL 2 v Z M M U U 4 � Q� LU Zoe H>OM SHEET: 1 of 32 U� Lo LUZi Z O =" X_ a �mQ o� N '_' LU m Z Q m H W 40 QZQ o Ur Z t9 w it: -i ¢ ~ H 3Z °' m 3 a Q 00 v rn Z I— Z w< ao °C oo = d M a U Q T CD Z O 'H'^^ Z cl- vJ H H U W ow r 0 O� ..... •. LL O w ­E: fid, •• W w� co mZ 6� 0 J LL 2 v Z 0 U a DWG #: FL -20867.3 SHEET: 1 of 32 MAX. FRAME DIMENSION JAMB TYPE DESIGN PRESSURE (PSF) LIP LITE DESIGN PRESSURE (PSF) FLUSHGLAZED/MAHOGANY POSITIVE NEGATIVE DTRINITY GLASS NEGATIVE WOOD 1 2 3 -47.0 +70.0 I N T E R N AT I O N A L 15 15 17 f 37 50"" MAX O.A. PVC +47.0 -47.0 +60.0 � Z TRINITY GLASS INTERNATIONAL z 3365 IST WAY 5 1 1 FEDERAL WAY, WA 98003 z o PH: (253) 875-7300 _ = � 13 O H �{- M v 1 Q W Z#p H O O o = kb Q N mH Q W cM �m Ovti x LL X O Q � � o Q W � � W � p m Q �qm Q Lu WZ ¢� JC7 % oo m Ham, C) -�� QfA U� H () W pZQ rn m � � Hoz a m J � F— z �— lu w oo c 0 M d Ui 1 a 18 m 2 18 18 Z 00 00 O z H o � H W U DC w 0 3 4 15 15 ZJ111 o� ti o•: gi LL w o 4a w� m mZ Lu o r J = 2 v Z � o o v DWG #: FL -20867.3 SHEET: 2 OF 3 2 MAX. FRAME DIMENSION JAMB TYPE DESIGN PRESSURE (PSF) LIP LITE DESIGN PRESSURE (PSF) FLUSHGLAZED/MAHOGANY POSITIVE NEGATIVE FRAME WIDTH NEGATIVE WOOD 1 2 3 -47.0 +70.0 -70.0 15 15 17 f PVC +47.0 -47.0 +60.0 � Z z 1 1 z o _ = 13 � � 1 Q X O Q � � o Q Q C) MAX. FRAME DIMENSION JAMB TYPE DESIGN PRESSURE (PSF) LIP LITE DESIGN PRESSURE (PSF) FLUSHGLAZED/MAHOGANY POSITIVE NEGATIVE POSITIVE NEGATIVE WOOD +47.0 -47.0 +70.0 -70.0 37.50" X 81.63" PVC +47.0 -47.0 +60.0 -60.0 D TRINITY GLASS 53.00" MAX O.A. FRAME WIDTHINTERNATIONAL 68.50" MAX O.A. FRAME WIDTH 1 2 3 1 2 E4) 1 2 3 1 2 41 5 1 5 1 7 1 6 1 6 1 5 1 5 1 7 1 6 1 6 1 7 TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 a a a a PH: (253) 875-7300 Q) � H � � v m � h Q W U # `n z o 0 co (n �(n _ _ H F-1 % 53.00" MAX O.A. FRAME WIDTH - up TRINITY GLASS I N T E R N A T I O N A L 37.50" MAX 15.50" MAX " MAX FRAME WIDTH FRAME WIDTH WIDTH TRINITY GLASS INTERNATIONAL 1 2 3 1 2 4 3365 IST WAY 5 FEDERAL WAY, WA 98003 1 5 1 5 1 7 1 6 1 6 1 7 PH: (253) 875-7300 j� oz 00 a M a H Q W V o v � z � O �m roH QLu pvtL oZ —J owv / NH wZ m ZQm oo c� oZQ z Z UW HpZ w ° EL a m w ' �- z w 00 z a M = O 2 LL X 0 1 0 Lu 4 ui Lu i 2 1 > Q w 1 14 2 m LL <1 17n co LL 3 Z co 0 1 1 I--I z 17 o � o a a 3 4 3 4 15 15 16 16 15 15 16 16 ` N o��� 0 0 �, •• .••' �i� �•• •'SOF %A do w-1 m mz �� v= vZ o `n DWG #: FL-20867.3 SHEET: /� OF 3 2 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 a POSITIVE NEGATIVE a NEGATIVE WOOD +47.0 -47.0 +55.0 -55.0 OX/XO 53.00" X 81.63" z z cin cin Z � PVC 1 14 -47.0 � -55.0 OXO 68.50" X 81.63" WOOD +47.0 -47.0 = 0 = c� -55.0 0 +47.0 -47.0 /\ -55.0 0 2 4 w = � w L.L.� � � � � 2 14 1 17 M w CD 0 a a 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 WIDTHFEDPER L W Y, WA 00 03 1 2 1 2 1 2 4 15 15 17 15 15 17 16 16 17 o H o 00 ~Q W z # p w O Lu 00 H Q W O v LL- oLL 7- -J eco co a 7- W Lu HoZ M Z -� d m L1J rn c/)C/)z ~ i-Luo0 m a 0 1 r = 14 Q w p o 2 W ui Q 2 0 X O 3 /\ 0 12 m � 1 14 4 In 0 1 Z 75 Q 13 2 co 1 17 �"� o Qp 0 1 In co CD > v a a 0 z uJ Lo ui 15 15 15 15 16 16 �� �� o o� i o� pZz'�� Wa ���d, • .• Z Lu m m z Lu o � � _ = v Z 0 o v � DWG #: FL -20867.3 SHEET: 5 aF 3 2 o MAX. FRAME DIMENSION 03 � O 14 a NEGATIVE POSITIVE NEGATIVE X X +55.0 -55.0 +47.0 a CONFIGURATION MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) ALUMINUM ASTRAGAL DESIGN PRESSURE (PSF) PVC ASTRAGAL 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 ti i � 1.56" 1.22" 1 f W 2 J W z Q a 0 0 .10" 3111- W 1" - LVL STILE FIBERGLASS SKIN 1.58" .ri.Nodwoomi.ly'llil 2.38" INTERIOR LVL LOCK BLOCK --/ LVL STILE 35.75" HORIZONTAL CROSS SECTION PANEL WIDTH � 6 11 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 ll4 G1 GLAZING DETAIL LIPLITE FRAME DETAIL 1 LVL LOCK BLOCK PVC STILE CAP O TRINITY GLASS 1.58" 1.56" INTERNATIONAL �{ � TOP RAIL TRINITY GLASS INTERNATIONAL n PVC 3365 IST WAY 5 G 1.56" 1.25'FEDERAL WAY, WA 98003 PH: (253) 875-7300 *`i,•, � O H 001911 n r ? V) F— Q V O J W > m :;i Wp Vjmm a ca QZ O=� U- " 3 a0 acQ= a H 0 V T m w • s ¢ CL 0 H H m W a�H rn H Q v 1" O.A. THK GLASS '' ' W <2 00 a Q m -1/8" TEMPERED GLASS W -AIR SPACE o 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 1.3�IG 1.56" INTERIOR FOAM CORE BOTTOM RAIL PVC 2 VERTICAL CROSS SECTION 6 m O a o LL w •� z� �0'����.•.�` PR `o, w mm Z L aoz�-' v= vZ o V) DWG #: FL -20867.3 SHEET: 6 OF 32 ti I 1.56" 1.22" 1 f w w z Q 0 0 10" 31" 1.58" FOAM CORE PVC STILE CAP 35.75" PANEL WIDTH PYTGRInD PVC STILE CAP 1.22" 1.56" LVL LOCK BLOCK —/ LVL STILE HORIZONTAL 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 - GLAZING DETAIL FLUSHGLAZED FRAME nFTA11 4 LVL LOCK BLOCK 1.24" 1.70" 1 " A FLUSHGLAZED FRAME ABS or PC/ASA LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO H Hca SIGNATURE SERIES 991 v Z LOCK & DEADBOLT COMBO KWIKSET mH Qr-jZ SIGNATURE SERIES 980 O='L LOCK: F -SERIES SCHLAGE -20867.3 LL DEADBOLT: B60 SERIES �YTGRInD 1.35" -1.56" TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 r.- ���`�� �c �/, 0 a O �jy � y J w wo 0 0 H Hca 00 v v Z ' OW mH Qr-jZ DWG #: O='L L • -20867.3 LL SHEET: 7 OF ix T - Lo �' ..po io Z Lij 0 • co Om H H m uj H a LL1 Z J O Z q ¢ W '0 v rn Z ULu CL< pip 00 m a ►��INTERIOR ���`�� �c �/, 0 PVC ��` ��-•.:....,., 0 0 J p. ti, ^ v Z ' OW %, j i DWG #: • -20867.3 SHEET: 7 OF 32 • FOAM CORE BOTTOM RAIL ���`�� �c �/, 0 PVC ��` ��-•.:....,., 0 0 J p. ti, ^ v Z LL • OW DWG #: .R -20867.3 SHEET: 7 2 VERTICAL CROSS SECTION 7 Li m m z LL V) 0 0 J U 2 v Z o DWG #: FL -20867.3 SHEET: 7 OF 32 LVL STILE EXTERIOR MODEL KWIKSET -r` ` FIBERGLASS SKIN2.38" 1.58"- '{ G1 -- 1.58" PVC STILE CAP LOCK & DEADBOLT COMBO KWIKSET I / //--,>),�m a SIGNATURE SERIES 980 / r- .17" w J w z a a 0 0 ti .10" 3111- w 1" - � FOAM CORE PVC STILE CAP �illillillillillillilliilli,�SI'M164 LVL LOCK BLOCK --/ LVL STILE "OR/ZONTAL CROSS SECTION 11 GLAZED DOOR MAHOGANY FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE ETAIL 1 HOT & FOAM ---� MELT SEALANT 1.72" #8 X 1-1/8" SELF THREADING SCREW 1.72" 1.57" 1.25" FOAM CORE FIBERGLASS SKIN .50" GLASS BYTE —1" O.A. THK GLASS X1/8" 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 (���MAHQGANYF�RAME or PC/ASA LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO O H SIGNATURE SERIES 991 LOCK & DEADBOLT COMBO KWIKSET o � a SIGNATURE SERIES 980 ki LOCK: F -SERIES SCHLAGE J W o DEADBOLT: B60 SERIES TOP RAIL PVC 1.56" FOAM CORE BOTTOM RAIL PVC 2 VERTICAL CROSS SECTION 8 TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 ix (.D Z . 00 m O H !n M v o � a P?'0 m ki 4 O J W o H> O DWG #: v W 0 SHEET: m M pwp H Q Z _ aQ= LL �� a0 0 V m Q o Z wH o� H H Q CL: H z Q ado m z w ix J Q H H 3z m it 1 z p CO ,¢ oo ix o. v d M d Lu I- Q Q IR z O H z p \H H Lu v �w 0 . pC o c- LL.00 w W U P?'0 m w m m z V) 0 0 v= v Z o DWG #: FL -20867.3 SHEET: Q OF 3 2 FIBERGLASS SKIN G1 LVL STILE D TRINITY GLASS EXTERIOR INTERNATIONAL 1.72" LVL STILE ,. Mfr :;.. f 1.57" TRINITY GLASS INTERNATIONAL f . 1.56" 1.72" 3365 IST WAY 5 FEDERAL WAY, WA 98003 l� LVL TOP RAIL PH: (253) 875-7300 1.25"o z °° INTERIOR4 FOAM CORE 78" a J " # FIBERGLASS SKIN - o w w H o Ln r HORIZONTAL CROSS SECTION w z a z o= U- X 13.88" MAX. 9 U- n o Lo PANEL WIDTH FOAM CORE , :4. N H -J m z Q m 6.92 "MAX D.L.O. g o o n o z Q c9 kb F4 a LUZ U)z HaQ v [�1 z La rn�p co n 0\ I— ix \� rn _ F- M a .50" GLASS BYTE LUHOT & FOAM MELT SEALANT 1" O.A. THK GLASS G1 0 '7 g 1/8" TEMPERED GLASS m �. AIR SPACEEXTERIOR INTERIOR In 1.72" Z Z = o 1/8" TEMPERED GLASS XX � J Q ALUMINUM/BUTYL F--1 z OR STAINLESS STEEL i v a #8 X 1-1/8" SELF SPACER SYSTEM 4 W w THREADING SCREW o(.0A9�: G1 GLAZING DETAIL LIPLITE FRAME00 o Go In OR • 1.51" �� l '•. O •� •�:a',rr ��a- 1.25" LL -~ oW 6.00" c LVL BOTTOM RAIL ��`�d,'••.••• .••'• N PRO �`Non a. mz LU SIDELITE PANEL 2 VERTICAL CROSS SECTION a o �' _ u z 2 LIPLITE FRAME A9 LIPLITE FRAME 9 DWG #: ABS or PC/ASA 7.3L-286 FIBERGLASS SKIN: 0.079" THICK MIN. f FV FOAM CORE: POLYURETHANE SHEET: 9 of 32 FIBERGLASS SKIN G1 LVL STILE D TRINITY GLASS 1.72"y INTERNATIONAL EXTERIOR 1.57" LVL STILE • ."`'.' •.:.- `:' '.= • f TRINITY GLASS INTERNATIONAL 1.72 LVL TOP RAIL 3365IST WAY 5 FEDERAL WAY, WA 98003 1.56 f ` 1.25" wePH: (253) 875-7300 f.: 00 00 m INTERIOR 78„ �:'':' r J # FOAM CORE FIBERGLASS SKIN ;:.::-' :. � Q z a o H O Ed o 1 HORIZONTAL CROSS SECTION H z a o °= " X 13.88" MAX. " � w Q PANEL WIDTH 10 FOAM CORE:. a z P � m Q 7.00" MAX D.L.O. N H w co Z co Z Q w a ' fn w J Q H m Z a H'0 z LU _1 p 0 a- CO LU rn 50" GLASS BYTE F- Z V w Q 00 a °i a M HOT & FOAM 1" O.A. THK GLASS MELT SEALANT 1 1/8" TEMPERED GLASS G1 0 1 72„r AIR SPACE m INTERIOR • EXTERIOR Z _ 1/8" TEMPERED GLASS O z UJ =X ALUMINUM/BUTYL Q OR STAINLESS STEEL H °- Z #8 X 1-1/8" SELF SPACER SYSTEM > Q Qa o THREADING SCREW �o UJ w C) M C) G1 GLAZING DETAIL FLUSHGLAZED FRAME 9.40" 0 Go In 8.71" ;.,1,. �'` ``� ��O •:•• �� 1.24" O� • ti • Q =" ^, } ., � i � �ti 1.25 a �LVL BOTTOM RAIL v� •:; ~ �;` 8.41" 1.70 1 �`�d,'• •• �i� �•• •••OAC �l 2 VERTICAL CROSS SECTION ����; �•••.. pR 2 10 10 d' m coz _j V) 2B SIDELITE PANEL FLUSH GLAZED FRAME a o o = ) z FLUSHGLAZED FRAME ABS or PC/ASA DWG #: FIBERGLASS SKIN: 0.079" THICK MIN. FL -20867.3 FOAM CORE: POLYURETHANE SHEET: 10 OF 3 2 LVL STILE FOAIVI k-lumn LVL STILE XTERIOR InITFZQ1r)Q 1 HORIZONTAL CROSS SECTION 1 H-1 UITIN F& - Il 1 - 0 1 � 1 = O W p = X J Q LU z a o o M C 6 I` CDN rn } ti- SIDELITE PANEL 2C MAHOGANY FRAME FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE HOT & FOAM —` MELT SEALANT Al 1.72" Y.. #8 X 1-1/8" SELF THREADING SCREW 1.56" 1.7I 2" 50" GLASS BYTE G1 GLAZING DETAIL MAHOGANYFRAME 2 1" O.A. THK GLASS 1/8" TEMPERED GLASS 1/8" TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL SPACER SYSTEM All MAHOGANY FRAME ABS or PC/ASA 1.72" 1.57" 1.25" FIBERGLASS SKIN ti.. FOAM CORE �VTGDlnD LVL BOTTOM RAIL LVL TOP RAIL IMMMMMIN 1.25" i 2 VERTICAL CROSS SECTION 11 TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z O 00 O H Vi J M M v m mZ LL V U v 00 Q�ww U2 ��� �° zo -J DWG #: Lu H - Z SHEET: 0 = 11 �3 V) w- H I- �Q= io LU V W H Q LUH ca H d Ha_ m �D (1) CO) Z Lu c _3 ¢ H H Q Z m Lu V rn f z LU m oWp < rn m ME 101 O,... •••• �Y N 0. o L O '�i,y •• • * PR Lu� m mZ LL LLJ V) 00 U2 c¢�Z U0 o DWG #: FL -20867.3 SHEET: 11 of 32 1-1/4" MIN 1-1/4" MIN EMB. (TYP) EMB. (TYP) TRINITY GLASS d I N T E R N A T 1 O N A L ° C 1 2 3 1 2 3 C ° DD d d D. dH H TRINITYGLASS 3365 15 WAY SATIONAL D d $ �e o D FEDERAL WAY, WA 98003 A INTERIOR PH: (253) 875-7300 `n co 5 D 0300 INTERIOR 2 2 2 0 0 11 V� cn It V) G v D Q J H cM o` r a l9 H m CL .. '' W z Z W O = LL X LL- Lu d d: 0z m Q K a K N~ 0 c Zco m 00 a D ¢ d 0 H HQ ro LL d. o Hoz coco ma H z Lu oo d F (SEE NOTE 1) o D M E EXTERIOR EXTERIOR Lu B 6 g 0 r HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION SHOWN W/ 2X WOOD BUCK SHOWN W/ 2X WOOD BUCK °0 Outswing shown - Inswing also approved Outswing shown - Inswing also approved In 1-1/4" MIN 1-1/4" MIN Z O EMB. (TYP) EMB. (TYP) d o. H Z ° C 1 2 3 1 2 3 C d d. L a L W W d A INTERIORHIV 1 ° v d' S INTERIOR 2 2 2 _` o 11 N d o ZIlls /( a o 0 0� � �;ar d o LL. f— O " F (SEE NOTE 1) • d'.••' ''''``� EXTERIOR A A EXTERIOR E ���i,�'y•••�c PRD` `��" a. g Lu HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION Q z Y LL - Q 3 �z SHOWN W/ 1X WOOD BUCK SHOWN W/ 1X WOOD BUCK 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 32 INTERIOR INTERIOR 2 2 2 s °: 5 O :; . 5 (SEE NOTE 1) GYTGRInR 1 HORIZONTAL CROSS SECTION 13 Outswing shown - Inswing also approved INTERIOR O ,.. (SEE NOTE 1) 2 2 2 5 G E F 6 GYTC:D1nD 3 HORIZONTAL CROSS SECTION 13 Outswing shown - Inswing also approved 1"ANIMI-71r.1-7 EXTERIOR (SEE NOTE 1) 2 HORIZONTAL CROSS SECTION 13 Outswing shown - Inswing also approved d 7 8 PYTPRInR (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 I N T E R N A T I O N A L TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 00 00 C) H M �Z) Z Zoo �o HO amo mH Zw O=" X �3 Ny �q2 Lu z m q Qa x0 °° ZHm nH Lu z c9q ° U Lu —�Qz H M z CL M a '' ca :7d� ••.• Q� co z z� "_ �z O V DWG #: FL -20867.3 SHEET: 13 of 32 (SEE l\ InITGL?InD HORIZONTAL CROSS SECTION 14 Outswing shown - Inswing also approved INTERIOR O FYTGRI()R (Z HORIZONTAL CROSS SECTION 14 Outswing shown - Inswing also approved 3 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 j3� v mLL mZ 00 00 0 ~' = 2 v Z M c V) N z DWG #: U # 3 Q� J F4>0 O O m J 01 CowH Z Ly d T LL x L� V) N 0 � Q= w U 40 ZU�co re � Qa _0 °° HHm m z Q rn l!1 I V H H z 01 m OW rn H Z CO � I— a \`� m a T m O.... •••• �Yq,�LNy mLL mZ 0. ^Y^dQ•Z Oad LL ozj o. = 2 v Z ��' �•• v •••O` ua. R` U ui mLL mZ a = 2 v Z 0 o U DWG #: FL -20867.3 SHEET: 14 OF 3 2 (M VERTICAL CROSS SECTION 15 SHOWN W/ 2X WOOD BUCK Outswing shown - Inswing also approved INTERIOR 3 VERTICAL CROSS SECTION q-5)OUTSWING SILL MIN. YP.) MIN. 'YP.) INTERIOR 2 VERTICAL CROSS SECTION 15 SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR d ° e <e d nd ° < _ ad a .44 :e ."d ed e ° ° .°e A. - VERTICAL VERTICAL CROSS SECTION 15 INSWING SILL 1-1/4" MIN. EMB (TYP.) DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL MIN. 3365 IST WAY 5 'YP.) FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� v 00 00 O ~' M c V) N z U # 3 H > OM01O Q O u') m J v pwpH W o=lL U x �m aZ w� �0 u Qa m HHm m z ¢ rn l!1 Z V H H z p, m OW rn H iO\ CO 00 Z c h- a M a W 0 IT ca O a o Wig_ LL C yti W[b m Z J a� �-' _LL _ �Z 0 o U 'In DWG #: FL -20867.3 SHEET: q 5 OF 3 2 (c 1 VERTICAL CROSS SECTION 16 SHOWN W/ 1 X WOOD BUCK Outswing shown - Inswing also approved m (SEE NOTE 1) 3 VERTICAL CROSS SECTION 16 OUTSWING SILL Q a? . a a c a e d K C .. n n INTERNATIONAL e .. a v P 1-1/4" MIN. A MIN. ° a.° P° v, a° EMB (TYP.) TRINITY GLASS INTERNATIONAL YP. a ._ ed. a. 3365 IST WAY 5 e a . a n.a' A .. , .a e: °d a a.. 3 VERTICAL CROSS SECTION 16 OUTSWING SILL 2 VERTICAL CROSS SECTION 16 SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR (SEE NOTE 1) Q:, a D TRINITY GLASS K C O INTERNATIONAL e v P 1-1/4" MIN. A MIN. ° a.° P° v, a° EMB (TYP.) TRINITY GLASS INTERNATIONAL YP. a a d Q a P 3365 IST WAY 5 e a FEDERAL WAY, WA 98003 A PH: (253) 875-7300 0 00 O H c ,.. V) (f) N Z#o Oc Qi=u') ca J01 (SEE NOTE 1) .. .........:... H m z v w p= u- V X , '0Z Luy oix wLu 2 2 2 2 1 2 3 wH wy �0 T v` mw Qa m HHm m z u V L1J J ¢ z m EXTERIOR L o m n (SEE NOTE 1) z w w a c °i � M a 2 VERTICAL CROSS SECTION 16 SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR (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. Lu 0 '' m O.••. •••• �Y N ••. O�a . OW icy •''• '' � Oa. x �l w � °° m Z Lu a� �: __ �Z 0 o v 'In DWG #: FL -20867.3 SHEET: 1 6 OF 3 2 Q:, a d C C O e A C 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. Lu 0 '' m O.••. •••• �Y N ••. O�a . OW icy •''• '' � Oa. x �l w � °° m Z Lu a� �: __ �Z 0 o v 'In DWG #: FL -20867.3 SHEET: 1 6 OF 3 2 1-1/4" MIN EMB (TYP) SHEET ROCK --, FURRING Cz d G } m Lu 1 HORIZONTAL CROSS SECTION 17 Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved 1" MIN EDGE DISTANCE \ �e� d aA 4. Ae e. ° ° a ° "d e d INTERIOR 3 VERTICAL CROSS SECTION 17 Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved SHEET ROCK FURRING (SEE NOTE 1)u IM ° 1-1/4" MIN EMB (TYP) 1 SHEET ROCK FURRING W W 0U Lu w z z � Q r 2 HORIZONTAL CROSS SECTION 17 Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved z_ a 1" MIN EDGE 2 K DISTANCE �m Lu r i A e ° e ° d. a e e. A4 d ° ° 14 ° e. e d (SEE NOTE 2) EXTERIOR EM INTERIOR 4 VERTICAL CROSS SECTION 17 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 DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 O z J 00 m O H a Q M M Z # c Z O H O J Ut W O > P m J rn .� Ca 1-4 L� LuvLL Q� oLuuv a z Qa H °° U� m Q HHm OO NV W Q H rn Lu Z O ¢ ��Q Q Z 07- w � rCO rn O _ I- \� M aLu '' m ��. yy •i� Go • a ci 0. LL •• • % ~ v NI z LL 0 o v u') DWG #: FL -20867.3 SHEET: 17 OF 3 2 1-1/4" MIN DTRINITY GLASS EMB. (TYP) INTERNATIONAL D . 1 2 3 C D ° TRINITY GLASS INTERNATIONAL ° 3365 IST WAY 5 '+ p FEDERAL WAY, WA 98003 D °D PH: (253) 875-7300 C) H 00 00 D 1-1/4" MIN 5 0 �� N n M c 04-1-3 C EMB (TYP) INTERIOR o Q o- H a o 01 1A A 11 D °' mH zW V) ca o�LL x SHEET ROCK 0 N W o Lo v a 0co Q mLu D Z H m m FURRING o K H o z H kb F4 v D D ° Z Z ¢ ��Q Lu o m 00 e D M a Lu ° ° 5 ..'3:: .' 7 8 INTERIOR '. D.e D L w EXTERIOR B o e. � U m D z< r2 HORIZONTAL CROSS SECTION n � D 1 8 SHOWN W/ 2X WOOD BUCK v J = Outswing shown - Inswing also approved4. Z D.. 0D 1-1/4" MIN o D p EMB. (TYP) EXTERIOR °' 11 A D ° F--1 1 2 3 C �.D . w 7 8 D D K ° ° a L 1 HORIZONTAL CROSS SECTION g _ a o 18 Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved 5 z INTERIORGo O O o ° ° N LL o K oo ••* D i,��'hr PRO`` n 4 ° 7 8 ¢" z -J EXTERIOR A Vu- Q~ � __ uz a� 0 o v DWG #: 3 HORIZONTAL CROSS SECTION 18 FL -20867.3 SHOWN W/ 1X WOOD BUCK SHEET:1 Q OF 3 2 Outswing shown - Inswing also approved 1 X/2X BL IMASONR' 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 APCOND®X 1/4" 1-1/4" 2" 4" ELCO ULTRACONO 1/4" 1-1/4" 1" 4" IT APCONOX 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 2X BUCK 4 ° 1X BUCK 4a DIRECT TO f MASONRY ° 1 X/2X BUCK DOOR FRAME--, MASONRY OPENING 2X BUCK a 1X BUCK ° DIRECT TO 4 MASONRY ° 2X BUCK 1X BUCK DIRECT TO MASONRY ° 4 6" (TYP.) 4 ° )2X BUCK 1 X BUCK DIRECT TO MASONRY TYP. HEAD & JAMBS D TYP. SILL i a a. FRAME ANCHORING Masonry construction v STRIKE PLATE DETAIL 14" MAX. O.C.(TYP.) 6" } DTRINITY GLASS INTERNATIONAL STRIKE JAMB 0 z N o o� �� J%•• ' •••OC cwi 63 Lu o Q U DWG #: FL -20867.3 SHEET: 19 OF 32 TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 °oH 00 oo � M M Imo- ul)0 z O 4 Q W C9 I 1 > MM u� M —I CL wH �� O=" LL o - "MVV)) 06 v AOwv o z U U� C° Q oo 'It Q V Z a ED H ca ( H m Q Fi rn I I z m Lu63 1 Z 0 ¢ � Q � w /m 00 o �M 5.50" IH- w } 0 m Z ® z � O H >H to CY o STRIKE JAMB 0 z N o o� �� J%•• ' •••OC cwi 63 Lu o Q U DWG #: FL -20867.3 SHEET: 19 OF 32 1 X/2X BU MASONR' OPENING CE BUCK ANCHORING CONCRETE ANCHOR NOTES: AAX. YP.) 1 X/2X BU MASONR' OPENIM CE 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 APCONO 1/4" 1-1/4" 2" 4" ELCULTRACONO 1/4" 1-1/4" 1" 4" IT APCONOX 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. BUCK ANCHORING DTRINITY GLASS INTERNATIONAL V) Z H z O FH - H to LL U-) �w 0 X LL za LU •-! mLu m Z 0 0 3— v= v Z o DWG #: FL -20867.3 SHEET: 20 OF 3 2 TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 00 oo O H M � V) LO 0 z 0 t- O Z I -i � o M 0 -J M Z CIO m H= CL O = LL- X Z v AOLwQ ova) NH Y oo ED Z¢m � �zFi rn U, H m Z I I m 63 Z 0 ¢ v ¢ � n Mk H z � 0 < YP.) 2. M LU 0 V) Z H z O FH - H to LL U-) �w 0 X LL za LU •-! mLu m Z 0 0 3— v= v Z o DWG #: FL -20867.3 SHEET: 20 OF 3 2 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 2 HINGE JAMB 1X/2X BU DOOR FR/ MASONRY OPENING FRAME ANCHORING CONCRETE ANCHOR NOTES: 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 BUILDEX APCONO 1/4" 1-1/4" 2" 4" ULTRACOONO 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. VIEW A -A 2x AX. YP.) 5.50" STRIKE MULLION STRIKE PLATE DETAIL VIEW A -A VIEW B -B HINGE DETAIL 1 HINGE DETAIL 2 2X 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY VIEW B -B �X Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 ix lb 00 oo Q H M � V)L Z � I— z4Z 2i kb O m M m U CLH O=" U Q v p w v LU off Q� w m �mw H H m oo (,DH z E�C LL I-, I I z (y, m LU O¢ m W v _1 H Z Wep F- CL (Y) Lu 0 = I .. V) Z H z � o H to LL U-) � w I 0 X N o LL Z C : �� J%•• ' •••OC V cwi Lu LU m Z 00 3-' v= U o DWG #: FL -20867.3 SHEET: 21 OF 3 2 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: 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 4 ° 3" A ---- f 3" d' c d b SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR a 1/4" 1-1/4" a 4" ULTRACOONO 1/4" 1-1/4" 1" H 2X BUCK IT APCONNOX 6" ° a } a L 1X BUCK D DIRECT TO Z a MASONRY _1 M co TYP. HEAD = CK & JAMBS �) 14" 1 O.C.( SME pv a G � co d ° as 0 w m Z Qm"' D TYP. SILL i ° 1 1 1 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 APCON®X 1/4" 1-1/4" 2" 4" ULTRACOONO 1/4" 1-1/4" 1" 4" IT APCONNOX 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.) 5.50" STRIKE JAMB STRIKE PLATE DETAIL HINGE DETAIL 1 HINGE DETAIL 2 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY DTRINITY GLASS I N T E R N A T I O N A L TRINITY GLASS INTERNATIONAL 3365 15T WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 w p =0 0 ON 0. LL oZ. .D j. LU I-! LLJ m Z V% Iz LL- _= UZ O p U DWG #: FL -20867.3 SHEET: 220F 32 00 O H M � o h V 1k c �D Zoo J O Z H> M _1 M co co = O = U` U �) LLV)w Z pv Ln z Q � co NH w m Z Qm"' H lD Z Q Lu H 0� Q H 07— rn M UJ LL �z z w CO oo LU<,o _ d M a w p =0 0 ON 0. LL oZ. .D j. LU I-! LLJ m Z V% Iz LL- _= UZ O p U DWG #: FL -20867.3 SHEET: 220F 32 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 2 1 X/2X BU MASONRY OPENINC HINGE MULLION CONCRETE ANCHOR NOTES: GL 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 ' 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" ELCULTRACONO 1/4" 1-1/4" 1" 4" IT 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. 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 �X Sill to mullion attachment (Two-piece Fat Mullion) DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 w 0 m In Z H z � o H to LL U-) Iyw 0 X s LL � � za � ��'�� • ' O\ MJ .O j LU �-! mLLJ m Z 0 0 3- v= v Z o DWG #: FL -20867.3 SHEET: 23 OF 3 2 M LO_ Z T Lo z lD O m M mHi Q v p w v off Q� w m �mw H H m oo H� H z LL ¢ I I z m O¢ m W v _1 HZ W ,/ ep I— CL\ M w 0 m In Z H z � o H to LL U-) Iyw 0 X s LL � � za � ��'�� • ' O\ MJ .O j LU �-! mLLJ m Z 0 0 3- v= v Z o DWG #: FL -20867.3 SHEET: 23 OF 3 2 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 2 HINGE JAMB 1 X/2X BU DOOR FRA MASONRY OPENING CONCRETE ANCHOR NOTES: 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 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" ELCULTRACONO 1/4" 1-1/4" 1" 4" IT APCONOX 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. ax. YP.) 5.50" f STRIKE JAMB STRIKE PLATE DETAIL HINGE DETAIL 1 HINGE DETAIL 2 DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 ix (,b O H M V) LO Z r 1- Z O � D � ~ > OM lD OCL M o ca U O=" L Q v pwQ 107- Q W ED m L¢ Z H m m 1-4 U� H LL Q ix QF I-4 O z G\z m O Q m W v rn _1 H Z W Cf ep F CLM a LU Q 0 m In Z h -I z � o H to LU U-) �w 0 X O � N LL O Z•a r LLJ�-! mLU m Z Oo 3-' v= U o U) DWG #: FL -20867.3 SHEET: 24 OF 3 2 1X/2X Bl, MASONR OPENINI CONCRETE ANCHOR NOTES: 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 7" MIN. —411 MIN CLEARANCE TO f SIZE a a d TO MASONRY EDGE ADJUSTMENT ANCHOR IT APCON°X 1/4" 311- a "4" 2" 4" ELCO® ULTRACON 1/4" 1-1/4" 1" 4" IT APCONDEX 3/16" 1-1/4" 3" 1-1/2" ova) AO 4" ° TYP. HEAD NH Y oo m ZQm d . a & JAMBS i o z rn ° d H Z m Z a CK ✓IAX.Z —� H C1 Ca W ep < YP.) 15.13" 1 M Q O.C.(IT 1 t' J c ° 41 a a d 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 IT APCON°X 1/4" 1-1/4" 2" 4" ELCO® ULTRACON 1/4" 1-1/4" 1" 4" IT APCONDEX 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. DTRINITY GLASS INTERNATIONAL X ON 0. LL C Z,a i,n,,\\• O W Lu w •-! m m Z LL 00 v= vZ DWG #: FL -20867.3 SHEET: 250F 32 TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 M o� C7 Z#o O Z H � _I M 00 LL X Z v ova) AO LUQ NH Y oo m ZQm i o z rn U, H m H Z m Z Q v UJ ✓IAX.Z —� H C1 Ca W ep < YP.) M Q 0 X ON 0. LL C Z,a i,n,,\\• O W Lu w •-! m m Z LL 00 v= vZ DWG #: FL -20867.3 SHEET: 250F 32 SEE HINGE ° DETAIL 1 ° . d d ° ° d 31.00" MAX. O.C. (TYP.) 1 X/2X BUCK DOOR FRAME MASONRY OPENING SEE HINGE DETAIL 2 HINGE JAMB CONCRETE ANCHOR NOTES: Ai H 2X BUCK L 1X BUCK D DIRECT TO MASONRY TYP. HEAD & JAMBS L 7" 6" (TYP.) 3" i ASTRAGAL SHOWN FOR REF ONLY 14" MAX. O.C.(TYP.) a ° D TYP. SILL B B i 6" ° dd 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 APCONO 1/4" 1-1/4" 2" 4" ELCULTRACONO 1/4" 1-1/4" 1" 4" IT APCONNO 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. VIEW A -A Astragal Strike @ Head 0i 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 S FEDERAL WAY, WA 98003 PH: (253) 875-7300 ix(,b 00 oo Q H M � V) Z 0 t- I1- z 0 H OM M g O M mCL mH U O=" L U Q v p w v LU H LU Q W m m w H H m z LL LLJ -Jc I -A n z rn m OQ m LU v _1 H Z W oo 0\ F- LU 0 V. 0 z N NNO 65 O ti, •.�, 0 LL oC �� J%•• ' •••OC L)i 63�—! mLLJ m Z 00 3-' v= vZ o DWG #: FL -20867.3 SHEET: 2 6 OF 32 1 X/2X BU MASONR' OPENING y— CE 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 APCONOX 1/4" 1-1/4" 2" 4" ULTRACONO 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. MAX. YP.) DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 ix lb 00 oo Q H M � V)1`- 0 z#o t- � O Z I -i > o0 m m H = CLM O = LL- X Z v ova ) AOmwQ NH oo Y ED Z¢m U, H � �zFi rn Z 63 m I I Z ¢ LU m v -, H Z C1 w Cn 00 < F- 0- r, Lu 0 m Z H z O FH - H to LL U-) �w 0 X 0. 00 o .o w •-! m m Z Lu � 0 0 3- v= v Z DWG #: FL -20867.3 SHEET: 27 OF 3 2 SEE HINGE DETAIL 1 31.00" MAX. O.C. (TYP.) ISEE HINGE DETAIL 2 HINGE JAMB a a d 4 _ G 7.. 4 311 1X/2X BUCK DOOR FRAME MASONRY OPENING - a ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO 41 SIZE EMBEDMENT TO MASONRY EDGE a ITW BUILDO TAPCON' 1/4" 1-1/4" as 4" ELCO ULTRACONO 1/4" ~ 1" 4" IT APCON®X 3/16" a. . Y 1-1/2" dd :Q d A A A H 2X BUCK L 1X BUCK D DIRECT TO MASONRY TYP. HEAD � ASTROR R AGAL SHOWN F ONLY & JAMBS 1--1 —I I— 3" 6" I 14" MAX. O.C.(TYP.) 1 1 5.50" i B B D TYP. SILL 1 1 1 1 1 1 1 1 i 6" t 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 BUILDO TAPCON' 1/4" 1-1/4" 2" 4" ELCO ULTRACONO 1/4" 1-1/4" 1" 4" IT APCON®X 3/16" 1-1/4" Y 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. 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 S FEDERAL WAY, WA 98003 PH: (253) 875-7300 ix(,b Q H M V) Imo-. Z z 0 r � D � ~ > OM Om M mHU U Q O=" v p w v LU LU H Q W m m w H H m � Q rn z O LL a I I z Q m W m v _1 H Z W oo 0\ F- W 0 m Z ® Z O H a 1-4 ix to Ily LLJ 0 z N o o C �� J%•• ' •••OC L)i LU -3 �-! m m Z 11) 0 0 3 = — vv Z o DWG #: FL -20867.3 SHEET:2 Q ®F 3 2 o 3.98" - 1.98 5.25°2.12" 1 _ N c c? _ _ 1.68" c� TRINITY GLASS INTERNATIONAL p O O O O C) �O DO O s HINGE MATERIAL: STEEL 4.56" SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: WOOD 4.56" I 1 - 2.4413 SIDE &HEAD JAMBS OUTSWING SIDELITE SPACER 25 DOOR SWEEP 26 MATERIAL: PVC MATERIAL: PVC _ 2.29"� 1 o i OUTSWING SIDELITE SPACERLu MATERIAL: PVC TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 003 PH: (253)875-7300 0 o z H o Qco o z LuZ z mH p u- LU H p l� H Iix ~ Z Mco m # H a o _I M ca �_-' k OU11 u- o Lu T Co w m H H mUi ,c v p Z Q H ch1 H z m mwa c 0 a M a o m N �o OUTSWING SILL ALUMINUM WITH PVC SUBSTRATE1-4 5.63" 2 MATERIAL: PVC 5.25" co DOz i UJ DC U a _ 0 9 SIDE & HEAD JAMBS :. .. , M p z r - 24 INSWING THRESHOLD ALUMINUM WITH PVC SUBSTRATE ti 4.56 LO SIDE &HEAD JAMBS MATERIAL: WOOD (5-1/4" or larger) MATERIAL: PVC r` 4.56 '' M 2.44" 3 SIDE & HEAD JAMBS MATERIAL: PVC 1.22" -- = � 4.56" 2.44" - O O O � s SILL KEY DETAIL OPTIONAL In ��`` O ��� ��, N ����� ••''•"•'• •.ti��' O , • • ti • o=a .�- LL w OW d' • VIP a• '�♦ J'h� • y •Rod . W ''�� - - �T ¢ � z � ,o LL Q V)N o0 0 � �z DWG #: FL -2867.3 SHEET:29 OF 32 MULLION BASE KIT 15 q� MATERIAL: PC/ASA 4.56" t O O N 1 m STANDARD MULLION 14 MATERIAL: WOOD URETHANE GLUE 4.56" O O � O N STANDARD MULLION 16 MATERIAL: PVC 4.56" FAT MULLION 17 MATERIAL: PVC SECTION A -A RETHANE GLUE TrUA II`t F IDH WS (4 NEAR SIDE) #8x1 1/4" PRH WS (4 FAR SIDE) YCC� TWO-PIECE "FAT" MULLION 18 MATERIAL: PVC DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 a lb 00 00 O ~' a M c U # 3 Q D J O F-0 Z F4 0 � lD \ a kbLu W Z m M J Z coo H 0 _ LLLLi 1-4 L d p w v " 0LUaz m gym¢ Lu H m D m ¢ a � p Z f � Z Ui H H z of m OW m rn a 00 c O. PHZ a M a IT ca O.... •••• �Y N O a o LL o Opti .00 fid, •• .••'�� 63 ° mz �V) O o v DWG #: FL -20867.3 SHEET: 30 OF 3 2 N 19.63" DoT SLIDE BOLT RODE STEEL ---� 1.63" TOP BOLT RETAINER SCREW LOCATIONS (TYP.) 2.75" LATCH (BLIND HOLE) — 2.50" 9-3/4" ALUMINUM 2 a O O BOLT RETAINER m 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 `� • � 7.84" T 0) FLUSHBOLT BAR Diecast Zinc 00 ® 0 1.09" FLUSHBOLT Diecast Zinc D 3.38" m 1.44" VIEW B -B PVC Astragal Assembly c+r+nr�ni 1 �nnTl/'1A1[1 /Tvn \ J 1 AT/11 1 /TI IY11 1 1 1/11 1-\ PVC ASTRAGAL 21 6'8 PVC Astragal by Trinity DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� lb o co b 00 O ~' a �- U o c 0 0 3.75" 2.50" 3.63" ---- 10.75" H z 10.50" 18.75" �n 18.50" 26.75" 26.50" — 2.50" 9-3/4" ALUMINUM 2 a O O BOLT RETAINER m 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 `� • � 7.84" T 0) FLUSHBOLT BAR Diecast Zinc 00 ® 0 1.09" FLUSHBOLT Diecast Zinc D 3.38" m 1.44" VIEW B -B PVC Astragal Assembly c+r+nr�ni 1 �nnTl/'1A1[1 /Tvn \ J 1 AT/11 1 /TI IY11 1 1 1/11 1-\ PVC ASTRAGAL 21 6'8 PVC Astragal by Trinity DTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 j3� lb O75•..•...• �Yq,�LNy co 00 00 O ~' a �- v Z M c v fid, •' DWG #: U # 3 Q�D �O H z H �0 �n \ W m M mH p O='�` LL LL d p w v aZ 0 m eco LU H m D Q a a oZQ �� Z H H z p� m O j rn CL W CO LU F C M a IT m O75•..•...• �Yq,�LNy co a LO �- v Z LL OW v fid, •' DWG #: FL -20867.3 •'• 1y �� R co a = LL 2 v Z 0 o v 'In DWG #: FL -20867.3 SHEET: 31 OF 3 2 QpTRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 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 ° H � J go a Lu H �� �z LU " u ¢ d � � J H J Z m �° H Z I- M V z � p 0 H>� _I M m O =" v �wv gym¢ m m 11 F-4 p p Z¢ o w —1 c H m z I I¢ v a ca w / 00 a \c M 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 CONCRETE OR HOLLOW BLOCK Z ® H W Lu p m CONFORMING TO ASTM C90 z O ix v Lu p 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 O z STEEL R 3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB (FINGER -JOINT PINE - SG>=0.42) ^/ O N 0 LL 00 ��//� /, O �,Jw a z I' �� � 0\'�7 � U ... * pR �� m .0 >1 tiw r' m mZ Z LL p o 3: v= v Z p 1A JAMB (FINGER -JOINT PINE - SG>=0.42) WOOD 2 JAMB PVC 2A JAMB PVC 3 JAMB PVC DWG #: FL -20867.3 WEATHER STRIP QEBD650 Q-LON - SHEET: 3 2 OF 32 3.98" X 4.0" HINGE MIN 0.098" MIN THICK CONFORMING TO ASTM C90 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 a� 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