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HomeMy WebLinkAboutProduct approvals FL20867.21. 3. 7. INSTALLATION NOTES: 9. 8. 4. 2. 6. 5. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF+1/2 INCH (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 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. 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. 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. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. GENERAL NOTES: Trinity Glass International OPAQUE FIBERGLASS DOOR IMPACT OUTSWING 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • 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. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE JOINT INTO FACE SHELL OF BLOCK.FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 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. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT. 6. FRAME & MULLION MATERIAL: PVC OR WOOD 7. CLADDING MATERIAL: FIBERGLASS SHEET # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 TABLE OF CONTENTS DESCRIPTION General notes Typical elevations, design pressures Typical elevations, design pressures Typical elevations, design pressures Typical elevations, design pressures Door panel construction details Sidelite panel construction details Glazing details Vertical cross sections Vertical cross sections Horizontal cross sections Horizontal cross sections Horizontal cross sections Vertical & Horizontal cross sections Horizontal cross sections Buck & Frame anchoring Buck anchoring Frame anchoring Frame anchoring Frame anchoring Buck anchoring Frame anchoring Frame anchoring Buck anchoring Frame anchoring Components Components Components Bill of materials Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2016.08.26 14:42:19 -04'00' - - . 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FRAME WIDTH 1 9 2 3 9 14 0 V 0 3 9 CONTINUOUS HEADER AND SILL DESIGN PRESSURE (PSF) POSITIVE +60.0 +55.0 +55.0 +55.0 NEGATIVE -70.0 -55.0 -55.0 -55.0 11 <1 3 10 124 10 10 14 0 11 V LU -1 1- 12 CX 0 0 0 U-) (3 ac U.) UJ 1- an D t0 G2 to Z 0 H lo H > LU £* TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH; (253) 875-7300 UJ 1- .C 0 Z < Ul Z 0@ 1- 0 < U.1 > 0 9 0- LU Z -1 9 < 0 0 LU Ea Z 0 1-1 1- U lf) LU 0 > rn 0 LU CX .C LU 0, rl TRINITY GLASSINTERNATIONAL > rn 00 CO 6%* 260 '-1 > M 4(r) 8Ief 0, 4 i / LU U CDOO Z<M 1-1 1-1 00/ EW 0 - 00 <1 1 Ch 0 Z ...4"R Wt=4X 'r* -C)&.44 * ps:00# 1 W/11 > E COZ ULD JL LL < H II UZ U lf) hilli\0 > 0-1 -1 00 *3 Z o t. B 00 DWG #: FL-20867.2 SHEET:3 oF 29 00 ¢V) !* (V) Col i a. . . I CD LU I LU <C CK IL X <C 2 0 00 . V 4 37.50" MAX. FRAME WIDTH 9- 1 1 9 3 9 X 2 3 9 14 El 0 V 0 75.50" MAX. O.A. FRAME WIDTH 37.25" MAX. . FRAME WIDTH -.75" MULLION 124 10 10 14 <1 0 CONFIGURATION OX/XO OXO 11 3 10 11 V MAX. FRAME DIMENSION 75.50" X 80.50" 113.50" X 80.50" 1- I e LU I LU CL LL X 2 0 JAMB & MULLION TYPE WOOD PVC WOOD PVC 11 11 42/V 113.50" MAX. O.A. FRAME WIDTH 37.50" MAX. FRAME WIDTH 0 <1 <1 X 1 9 3 9 2 3 9 14 ]El i. DESIGN PRESSURE (PSF) POSITIVE +60.0 +55.0 +55.0 +55.0 NEGATIVE -70.0 -55.0 -55.0 -55.0 01 V 0 . -- 11 <1 37.25" MAX. FRAME WIDTH .75" MULLION 124 10 10 14 3 10 0 11 V V . LU F2 In CX 0 0 0 V) 0 LY LD LU 1- 00 D M0 Et 0 2 Z 0 H to 1-1 LU £* Z 0 12 2i CL U Lf) UJ 0 ® TRINITY GLASSINTERNATIONAL TRINITY GLA55 INTERNATIONAL 3365 15T WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 00 UJ 1- <C 0 Z < LU Z N 1- U) < LU > 0 9 0- Ul Z -1 g < 0 0 U.1 0 LU C£ a_ LU /n 00 Cy « J,1 Ch 00 (Y) ry) U.*** -3 OIL OLLIU LDQOT Z<00 LUO 0 Z ilitill'/„illilli"* 899 4« M .. .O - 29.Cs. 4 0 \SJ E -1 7 v,A 14::4/..T:1(921 01-! 00 >10 ruz JU) MLL 1,_ OA S II UZ O O U W DWG# FL-20867.2 SHEET:4 oF 29 85 00 Ch CO CO CY) :R I Cl_ 2 1- I CD LU I LU CE LL X V [Eli -i__,k <1 X In] A--/- 0 V 0 74.00" MAX. O.A. FRAME WIDTH [10 /5\ - 42/ <1 X 1 9 1¤1 2 3 9 14 4--/, CONFIGURATION XX 0XXO V MAX. FRAME DIMENSION 74.00" X 80.50" 150.00" X 80.50" 11 0 11 \12,1 . V [Eli 150.00" MAX. O.A. FRAME WIDTH DESIGN PRESSURE (PSF) ALUMINUM ASTRAGAL POSITIVE +55.0 +55.0 NEGATIVE -55.0 -55.0 74.00" MAX. FRAME WIDTH X [10 0 V 37.25"" MAX. FRAME WIDTH [Eli '*U /3, - \12/ rl-\r <1 1 9 2 3 9 14 [1=1 DESIGN PRESSURE (PSF) PVC ASTRAGAL POSITIVE +47.0 +47.0 <j X NEGATIVE -47.0 -47.0 - .75"" MULLION 11 <1 <1 0 1 A10'Al- 11 V . UJ 12 '-1 1- CL 0 0 0 tr) LD £ Lr) LIJ 1- 00 D M0 Et 0 3 5 H Z 0 H lo 1-1 LU aL cn LLI 1- <C 0 Z 0 12 2:i C£ U lf) ILJ 0 U INTERNATIONALTRINITY GLASS TRINITY GLA55 INTERNATIONAL 3365 15TWAYS FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z < LU Z N > N 9 0- LU Z -1 g < CO 0 LLI 0 LU <C CY a_ 00 (V) (r) U * 4- ZAOHS@ 0--3 0 Ill_ ULLIu CD. uT Z<QO 0 Z 00.00 ,/111 i ZA,,/.. R30>/ *899 "# M . 5-:...(St\#= '457.:1, :...&@32% *21 ....:.. *„30 . 7 ps::.34/ m f ''lillill.Z Of . 00 >11) COZ Ul/). MLL CH_ 01*II UZO #Ulf) bWG #: FL-20867.2 SHEET:5 oF 29 00 ro 0. I C. I C!) LU I -1 LU Z 0- g 1 1 1.56" 1.22" V .10" .31" - - 1.58" - 35.75" PANEL WIDTH 0 <1 r OPAQUE DOOR FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE . 2 LrS 1 2 SEE DETAIL 2 -1 LVL LOCK BLOCK -- EXTERIOR PVC STILE CAP LVL STILE 1 6 r - LVL STILE / F FIBERGLASS SKIN INTERIOR - FOAM CORE r-1-) HORIZONTAL CROSS SECTION SEE DETAIL 1 Z A Z OI 01- 16.75" A 2.38" -- 5.66" r -1 5.50" 00.\ DETAIL 1 DETAIL 2 'L 2.38" 4.14" 0 1, - ·L_-V L- 1.58" - ,19" - 1 1 1 1 1 PVC STILE CAP 1-17" 1.2" 1.56" - LVL LOCK BLOCK FIBERGLASS YARN REINFORCEMENT FIBERGLASS SKIN 1.25" 1 EXTERIOR 1.35" -1.56"- . 33 }4 ut -s ,ss- « I jill1.1--11.. -1.56"- -- TOP RAIL PVC INTERIOR FOAM CORE - BOTTOM RAIL / pvc ST\ VERTICAL CROSS SECTION LOCKSET HARDWARE MANUFACTURER KWIKSET KWIKSET SCHLAGE MODEL LOCK & DEADBOLT COMBO SIGNATURE SERIES 991 LOCK & DEADBOLT COMBO SIGNATURE SERIES 980 LOCK: F-SERIES DEADBOLT: 860 SERIES UJ -3 12 C£ 0 0 0 1/) e OC (/) LLI F- 00 D r0 G2 LO Z 0 1-1 LO '-1 LU CX 0 _11.11 LU C Z -, 0/ 01 0 05 0 Z 0 0 TRINITY GLASS INTERNATIONAL 3365 1ST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > Z 0 12 24 0, U lf) UJ 0 LU 1- <C 0 D TRINITYGLASSINTERNATIONAL > cn 0 LU Cy <C a_ LU ad a_ 00 Cr) (V) d#4- 260 1-1>M CL j OIL acI- O LU U CDOOT Z<00 H 1-1 d 0 i <Z} = 0 Z 'i,111:17//COitillii'.* el2 0 * 899 '41 B s><0&<c,.,......./1@ibi . 0:· IS t.%,53 5E -O. 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FOAM CORE: POLYURETHANE 10.5" 6 FIBERGLASS YARN REINFORCEMENT 0 FIBERGLASS SKIN DETAIL 1 .78"-- j \ 7 1.57" LVL STILE 1.25" FOAM CORE 1.57" SEE SHT 8 EXTERIOR LVL BOTTOM RAIL \ j:4:':.:tyh:· *h - 1.57"- LVL TOP RAIL FIBERGLASS SKIN INTERIOR 1.25" /-2 VERTICAL CROSS SECTION - - - UJ 12 C£ 0 0 0 U-) LD 1 1-1 a tr) LLI 1-- m D r0 G2 8 25 Un Z 0 1-1 lo 1-1 UJ CL > LIJ 1- <C 0 Z 0 12 21 0, U Lf) UJ 0 TRINITY GLASSINTERNATIONAL TRINITY GLASS INTERNATIONAL 33651ST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 R -1 1- Ul LU Z0 5Z 1- 1- ' 0 0 0 Z 0 0 00 CY) (Y) U#4- 260 1-1 > M 8 UOIL OCUI-Omg S cs) CO S Z<m 1-1 lai d HOL LU hoo Cks 44.10\ 0 Z ///1/1,/7/,/4,02<11 .,t.:321421 M LIZ 1-R-»*45-54>0 d.:.00(M' 9 4 -2'HI'll,1 LD-1 cn >E HZ UU-) ob S II UZ 0 0 U (f) DWG #: FL-20867.2 SHEET:7 oF 29 00 0. g ('r) 0. I A8 #8 X 1 -1/8" SELF THREADING SCREW 1.72" 1 STRUCTURAL SILICONE (SEE NOTE 1) * B8 #8 X 1 -1/8" SELF THREADING SCREW STRUCTURAL SILICONE (SEE NOTE 1) ALUMINUM/BUTYL SPACER SYSTEM 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS 1/2" GLASS BITE GLAZING DETAIL STRUCTURAL SILICONE (SEE NOTE 1) ALUMINUM/BUTYL SPACER SYSTEM 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1.72"1/8" ANNEALED GLASS AIR SPACE \ 1/8" TEMPERED GLASS 1" O.A. THK GLASSSTRUCTURAL SILICONE - -.50" GLASS BITE (SEE NOTE 1) GLAZING DETAIL A8 #8 X 1-1/8" SELF THREADING SCREW 1.72" STRUCTURAL SILICONE (SEE NOTE 1) * B8 #8 X 1 -1/8" SELF THREADING SCREW STRUCTURAL SILICONE (SEE NOTE 1) ALUMINUM SPACER 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS AIR SPACE 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1/8" TEMPERED GLASS 1" O.A. THK GLASS 1/2" GLASS BITE GLAZING DETAIL STRUCTURAL SILICONE (SEE NOTE 1) ALUMINUM SPACER 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1.72"1/8" ANNEALED GLASS AIR SPACE 1/8" TEMPERED GLASS L 1" O.A. THK GLASS STRUCTURAL SILICONE -v - -.50" GLASS BITE (SEE NOTE 1) GLAZING DETAIL 1.78" -1.24" I - 1"2.52" -1.50"- t 1" NOTE: /«\FLUSH GLAZED FRAME -MAHOGANY UTE FRAMECAB)l 88J 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE -ABS OR PC/ASA -ABS OR PC/ASA - - - - - - UJ 1- 12 CL 0 0 0 U-) (»D d LD Lu 1- ao D t0 G2 1 25 LO Z 0 H lo H > LU CK Z 0 r H U l.0 UJ 0 UJ 1- <C 0 > CO 0 ll-1 0, <C CL UJ CX ri TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH; (253) 875-7300 LU (D Z % e > cn CO (Y) (Y) U.*t* 260 1-1 > M a UOIL acI- OUJU 000 6 3 m 00/ /- 00 « 1 Ch 0 Z ...0, '1'.1 iii,/. 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(TYP) B (T HORIZONTAL CROSS SECTION U.jj SHOWN W/ 2X WOOD BUCK //r\\ 6 6 . .6 d. 6 . 6 * 6 V 1-1/4" MIN EMB. (TYP) <' 2 //Ir\» 123 C -- - -t> L L 4 ... . . 1 & . . U / 6 : <11·liTI !111 Mil . *.1 r lilltlfrillti 1 INTERIOR .1 ...1 INTERIOR . -6111 11N .:'. • 6 ts'441111!i|Wilill,11 L.L. 1.1. Ll..[..LAA..c:-a.- f 4 t> 4...4 U > 1.:.6 ..-I EXTERIOR , EK (SEE NOTE 1)-I /\4« EXTERIOR /-s HORIZONTAL CROSS SECTION 1 SHOWN W/ 1 X WOOD BUCK 5r HORIZONTAL CROSS SECTION 1-1 SHOWN W/ 1X WOOD BUCK NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. D - - - - UJ 12 12 Z 0 H lo 1-1 UJ CY Ill 1- <C 0 1 TRINITY_GLASSINTERNATIONAL TRINITY GLA55 INTERNATIONAL 33651ST WAY S FEDERAL WAY, WA 98003 PH: (253) 875-7300 CX 0 0 0 tr) LD U) ED H z 0 cUD 0 LU &!2 '90ll) u E U)85 0 2 53 I: OH 0 > CO Z 0 12 2i C£ U Lf) LU 0 > CO 0 LU CL <C a_ UJ CL 00 (V) (r) U * 4- ZAOHSR a- OIL O LU U Z<00 <f -,10\ 0 2 ,111,11„. 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UJ In Un Z 0 1-1 lo 1-1 LU aL TRINITY GLASSINTERNATIONAL TRINITY GLASS INTERNATIONAL 33651ST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 CL 0 0 0 1/) W 0 MA .Z c¢242 ry 1/) H [01- ZO CO D 0 LU C O U) LutE W > UJ 1- <C 0 Z 0 12 2:i CX U lf) LU 0 52 CO 0 UJ cy <C a_ LU CX a_ 00 (Y) (V) 260 1-1>M OILL OCI- 0 LU U LD 00 af Z<on H 1-1 S=e 1-1 0 0 Z 00.'%" 1-11 i id, '/'/ Re n * 893.'46% . o. r=., LA#,1* , V, ....\ 1 . 6% 3>0 fu« 00 >E| * -, lf) Z u (.012 6--J E 35O i u DWG #: FL-20867.2 SHEET:12 OF 29 00 T 0. 5 00 C. I C. @-\ 6 (SEE NOTE 1) UM f· INTERIOR 5 r-(ij) EXTERIOR (11 HORIZONTAL CROSS SECTION INTERIOR ...:til: 4 11 EXTERIOR (78 EXTERIOR 14 16 12 (SEE NOTE 1) C-) HORIZONTAL CROSS SECTION INTERIOR 1718 INTERIOR #IYE-r6/ARS r-l12) - 1 «40 F 78 EXTERIOR EXTERIOR /-31 HORIZONTAL CROSS SECTION rr HORIZONTAL CROSS SECTION NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. - - - - - - LU M lo Z 0 H H UJ £* | TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 33651ST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 CL 0 0 0 l.0 LD U) :23 -15-1 2 er 111 H- Z 0 m D A LU tt 2 A wUJ u E 035 0 2 CO L.LI 1- 0 Z 0 P Bi CL U l/) UJ 0 00 (Y) (Y) 0*Pfm -1 O ILL acI- OUJU 0005 Z<ao 1-1 1-1 8 11 il COLL, 0 M 51 Ch 0 /r n 2 unal,i, 5 ......... ... ' %52* 0. A 4%* LE +5 -12*12-_*51 4U) .0 3>AGs33< 0 t S Qi'illii,62 fu "1 00 >lil COZ uu')%5 g5 MLL <|_ OA S II UZ U DWG #. FL-20867.2 SHEET:13 oF 29 ki 0 11.1 CL <C OL a_ Ch C. Ch I C. CO R NOTE: 1-1/4" MIN EMB (TYP) SHEET ROCK - FURRING ZE =- 2 00 - LU K LIJ (D LLI 00 LU Z Z# =E r- 11 EXTERIOR 4 4 A Aunhz- i Lot :'4 E :H A L(ij) 4 K 6E /-© HORIZONTAL CROSS SECTION Direct to masonry (5-1/4" min jamb) 1" MIN EDGE DISTANCE 4 A 4 4 4 4-4 /- Lig) INTERIOR /-31 VERTICAL CROSS SECTION Direct to masonry (5-1/4" min jamb) INTERIOR EXTERIOR - SHEET ROCK - FURRING (SEE NOTE 2) 1 2 INTERIOR K 4 1-1/4" MIN EMB (TYP) \ , \43; *St.. 77 pji ili ,111\1\\\$ 1 , · . 5 LU 2% ZI- '/.-=\ '... :1. 't: 2..·:1 : : .4 K C-21 HORIZONTAL CROSS SECTION Direct to masonry (5-1/4" min jamb) EXTERIOR 1" MIN EDGE DISTANCE 4 4 4 4 A 4 A 4 41 4 ZE 12 - LU 0 (SEE NOTE 1) EXTERIOR INTERIOR (41 VERTICAL CROSS SECTION Direct to masonry (5-1/4" min jamb) 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. 2. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. D SHEET ROCK FURRING - SHEET ROCK - FURRING 1 2 - - - lo Z 0 1-1 to 1-1 UJ 0£ ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 C£ 0-1 2 5 (0.-0 !28 hzreR 0 2250>H 5 06 2 M O J (O Lk .0 DMSM Sk 2 @ 0 20 & 0 -3 I 1- 12 > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.fl) ,,?1.:321423, 5 2*9-95 LE 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:14 OF 29 00 i g r. Ch I . INTERIOR EXTERIOR @@« \ \ 12-:'ti C . lilli I h . b 6 .6 .. 1-1/4" MIN EMB (TYP) j//- i K 6 K HORIZONTAL CROSS SECTION Direct to masonry (5-1/4" min jamb) SHEET ROCK FURRING LLI ¤o LU Z Z# =0 INTERIOR 1-1/4" MIN . EMB. (TYP) 8 66 -D) & .6 ' th' =Im *Al--- --1/tx 4 4 1 (-21 HORIZONTAL CROSS SECTION 45/ SHOWN W/ 2X WOOD BUCK EXTERIOR INTERIOR . 1-1/4" MIN EMB. (TYP) 123 6 + LK \\\\\M\\\\\> ' C 5 h St*-31 6 .'& 61 . .& 0 /// =6 - \\\\\H\\\\UN\\\>f- C I. - ......., 6, 6 h K r -4 -ty HORIZONTAL CROSS SECTION EXTERIOR 45/ SHOWN W/ 1X WOOD BUCK UJ 1- 12 lo Z 0 1-1 to 1-1 UJ 0£ ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 C£ 0 0 0 1.-) e 0 8§ 9859 10 1= ED H Z O co D n LU 33 5 § 1 = I C o > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LE 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:15 OF 29 00 i g r. Ch I . 4 <Z 4 4 2X BUCK MASONRY 7 OPENING \ I. .. .. .. 4 BUCK ANCHORING ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® 4 4 4 A ·4 4 Kl 1.6 , .....'.. I 4 -% 4 - - - 44. 1 TYP. HEAD AND JAMBS A I. .. .. .. A · . 4 A. CONCRETE ANCHOR NOTES: ITW BUILDEX TAPCON® ANCHOR SIZE 1/4 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE WOOD SCREW INSTALLATION NOTES: 3" 2" 1" - 4" 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: 4" - 15.13" MAX. O.C.(TYP.) SEE HINGE DETAIL 2 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 1 . . HINGE JAMB MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. . . . . . 0.- k i F / ill HINGE DETAIL 1 F /L_ 1 /L_ E 6 HINGE DETAIL 2 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 1 X/2X BUCK 4 4 4. I. ... 4 1 DOOR FRAME MASONRY OPENING G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 2X BUCK Uy)<I 1 X BUCK \ DIRECT TO MASONRY -7 -7/ - - 1 1 H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS - TYP. SILL I. 1 FRAME ANCHORING Masonry construction 8 -0 7 .0 STRIKE PLATE DETAIL - - - - - 6" 6" (TYP.) 14" MAX. O.C.(TYP.) 0 1 5.50" STRIKE JAMB - - UJ 1- 12 lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 C£ 0 0 0 tn e FE LU C¢R EM @E E e. M 0 _. W th &1 D Y al * 00 0 > CO cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:16 OF 29 00 i g r. Ch I 1)</2X BUCK MASONRY OPENING A.1 .A 4. -% <7 2 I. I. 4 4 & 4 ........... .......... .. 4 4 - - - - TYP. HEAD &JAMBS FOR REF. ONLY <1 1 -1 4" 4,1 '- 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 TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 1/4" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 2" 1" 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. ---- 4 . - - -- 4" 15.13" MAX. O.C.(TYP.) FOR X0, OX & XX CONFIGURATIONS - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 e Z 0 I 0 Z 0 CO > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:17 OF 29 00 i g r. Ch I . SEE HINGE DETAIL 2 31.00" MAX. O.C. (TYP.) CONCRETE ANCHOR NOTES: SEE HINGE DETAIL 1 ANCHOR TYPE ANCHOR SIZE . HINGE JAMB ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® 1/4" 1/4" 3/16" . . . 4. 4 1 X/2X BUCK 4 J '' 1. 4 <1 DOOR FRAME MASONRY OPENING 1 4 9. 4 A - - - -- 4" 4. H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS TYP. SILL 1 11 B B 4" 11 --- 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. MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 2" 1" 44 4 1 MIN CLEARANCE TO ADJUSTMENT ANCHOR 1-1/2" 4" 4" 1416 17 p _fl JL $ i VIEW A-A Head to mullion attachment (Standard or Fat Mullion) 2X - - - - - 18 6" . 6" (TYP.) 14" MAX. O.C.(TYP.) _Ily.11_ C VIEW A-A 0 1 · 5.50" STRIKE MULLION 0 Head to mullion attachment (Two-piece Fat Mullion) 14 16 17 4X 7[ r $ 8 7 \ STRIKE PLATE DETAIL 02X VIEW B-B Sill to mullion attachment (Standard or Fat Mullion) F / 1 / 1 HINGE DETAIL 1 F /L_ V / 1--2/fL E HINGE DETAIL 2 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY $111 0 4 VIEW B-B Sill to mullion attachment (Two-piece Fat Mullion) - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z LU LL cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:18 OF 29 00 i g r. Ch I SEE HINGE DETAIL 2 31.00' MAX. O.C. (TYP.) SEE HINGE DETAIL 1 . HINGE JAMB . 4. MASONRY OPENING CONCRETE ANCHOR NOTES: . 1 X/2X BUCK 4 2" 1" 4 <1. 4 I. ..... 4 4 .. . 41 :zzz=ztzz=Zzz=znz 4 DOOR FRAME 4 9 4 A 44 4 - - - - - 4 H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS 4 4. D S 11 TYP. SILL - - - - - 9- - 4"-- 4" 11 - - - - - -- 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. 2. Concrete anchor table: ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 114" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 1 - - - - - 6" 14" MAX. O.C.(TYP.) . STRIKE JAMB . 6" (TYP,)(j)'K 0 1 · 5.50"1 8 7 \ STRIKE PLATE DETAIL F / i /1 %441 \4 HINGE DETAIL 1 F V / \l HINGE DETAIL 2 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ Z 0 I 0 Z LU LL > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:19 OF 29 00 i g r. Ch I SEE HINGE DETAIL 2 31.00" MAX. O.C. (TYP.) CONCRETE ANCHOR NOTES: 1/4" 1/4" HINGE JAMB SEE HINGE DETAIL 1 . . . . 1 X/2X BUCK MASONRY OPENING 4 4 4. 4 .. <1 DOOR FRAME 2" 1" .......... 4 1 4 . 4 A 4 - - - - 4" 4" 1 A H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS 1 1 B I / TYP. SILL - I i 4 - 4 · 4· 4" - 11 A F-ASTRAGAL SHOWN FOR REF ONLY IB 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 TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 1 G - 6" (TYP.) 14" MAX. O.C.(TYP.) 22 Astragal Strike @ Head - - - - 6" o\. VIEW A-A r=' L 5.50" ASTRAGAL 1 -7 4 STRIKE DETAIL 1 F V / i / \ %/ HINGE DETAIL 1 F /L_ V / HINGE DETAIL 2 -1\ 23 \ / 1r T f\\11 11 1., 1, :1 0 .1 VIEW B-B Astragal Strike @ Sill 8 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY 6 G 2X BUCK N 1 X BUCK P DIRECT TO MASONRY - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z LU LL > CO UJ 1- <C 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:2OOF 29 00 i g r. Ch I . 4. 4 1 X/2X BUCK MASONRY OPENING CONCRETE ANCHOR NOTES: '' 4 4 I. .. .. .'I 4 4 A 4' - - - 4* -1 -4 - -- 414. 4_ TYP. HEAD &JAMBS 4 FOR REF. ONLY 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 TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 1/4" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 2" 1" 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 4"-- 4" - -4 i - - ,.... - - . 4" f 15.13" MAX. O.C.(TYP.) FOR OXO CONFIGURATIONS --llf- - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z 0 00 > CO Z 0 12 a_ OL U lu 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:21 OF 29 00 i g r. Ch I SEE HINGE DETAIL 2 31.00' MAX. O.C. (TYP.) 4 CONCRETE ANCHOR NOTES: SEE HINGE DETAIL 1 . 1 X/2X BUCK DOOR FRAME 2" 1" A' 4 4 .4 4 AA 4. I. .. 4 1 1 1 MASONRY OPENING HINGE MULLION 4 4 - - D H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS TYP. SILL 11 - A - B B 1--1 4 11 11 ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 114" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE WOOD SCREW INSTALLATION NOTES: 1-1/2" 1416 17 FRAME ANCHORING 1-1/4" _fl L VIEW A-A i 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. 3" MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. $ 4" 1 1 14 16 17 r#ER o-2X 4X/ 4 0 (1-12 5 > ty. f Head to mullion attachment (Standard or Fat Mullion) VIEW A-A Head to mullion attachment (Two-piece Fat Mullion) - - - - 14" MAX. O.C.(TYP.) 6" 6" (TYP.) 0 1 · 5.50" STRIKE MULLION 71 r e 02X VIEW B-B Sill to mullion attachment (Standard or Fat Mullion) 8 7 \ STRIKE PLATE DETAIL F 711 Zi HINGE DETAIL 1 F 0 -* 1-,/£-- V HINGE DETAIL 2 01!10 \ VIEW B-B Sill to mullion attachment (Two-piece Fat Mullion) - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z LU LL > CO cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 .O. f 6- ·-31*- O:il=9.5.5 : Hi -0« 1%.5.t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:220F 29 00 i g r. Ch I SEE HINGE DETAIL 2 31.00" MAX. O.C. (TYP.) CONCRETE ANCHOR NOTES: ANCHOR TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® 114" 1/4" ANCHOR SIZE 3/16" m m SEE HINGE DETAIL 1 . . . . 4, 1 X/2X BUCK 4 '' 4 4 1 1 DOOR FRAME HINGE JAMB MASONRY OPENING .4 4 CZZEZZ.zznzz 4 . 4 A 2" 1" 4 4 4 - - - - - H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS S 11 D TYP. SILL 4 A - - - - - iF 11 - - - - F I FRAME ANCHORING Masonry construction 1. Concrete anchor loactions noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 11 I I - - - - - - q. 4" - - - - - - 4"-- - - - - - 6" 14" MAX. O.C.(TYP.) . . . . . · 5.50" STRIKE JAMB . . . 6" (TYP.)CE)« 8 7 \ STRIKE PLATE DETAIL */«S _t4« HINGE DETAIL 1 F HINGE DETAIL 2 - - - - - - LU M CL 0 0 0 lo (3 1.f) Z <H dR al lr) LU 1- m D M 0 %t 0 5 8H lo Z 0 H H UJ £* TRINITY GLASS INTERNATIONAL 3365 15T WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 e Z E 0 0 Z Ul 0, LL CO L.LI 1- 0 Z 0 P Bi CL U l/) UJ 0 ki 0 11.1 CL <C OL a_ | TRINITY GLASS INTERNATIONAL 00 (Y) (Y) 0*Pfm -1 O ILL acI- OUJU 0005 Z<ao 1-1 1-1 8 11 il COLL, 0 M 51 Ch 0 /r n 2 unal,i, 5 ......... ... ' %52* 0. A 43* LE +5 -12*12-_*51 4U) .0 3>AGs9 3< 0 t S Qi'illii,62 fu "1 00 >lil COZ uu')%5 g5 MLL <|_ OA S II UZ U DWG #. FL-20867.2 SHEET:230F 29 Ch C. Ch I C. CO R 1 X/2X BUCK MASONRY OPENING 4 4. · -I.- TYP. HEAD &JAMBS4 4 4 I. .. .'I .. 4 .. 4 - - - - @ 4 4 · 4. CONCRETE ANCHOR NOTES: 2" 1" 4"-- 411 -- FOR REF. ONLY 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 TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 1/4" 1/4" 3/16" MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" MIN. CLEARANCE TO MASONRY EDGE 3" WOOD SCREW INSTALLATION NOTES: MIN CLEARANCE TO ADJUSTMENT ANCHOR 4" 4" 1-1/2" 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 4"--1 4"-- FOR 0XXO CONFIGURATIONS 4" - - - 4" 15.13" MAX. O.C.(TYP.) - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ Z 0 I 0 Z 0 00 UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:240F 29 00 i g r. Ch I 31.00" MAX. O.C. (TYP.) SEE HINGE DETAIL 2 ........... 4 HINGE JAMB SEE HINGE DETAIL 1 1 X/2X BUCK 4 ' 4, 4 4 4 ZEZZ:=n=ZZ=ZZ= <1 ' .A DOOR FRAME CONCRETE ANCHOR NOTES: MASONRY OPENING 4 4 ·f 44 :1 ' 8 .. 4 - - - - H 2X BUCK L 1 X BUCK D DIRECT TO MASONRY TYP. HEAD &JAMBS S 11 D TYP. SILL A - - - - ir 11 - - - FI 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 TYPE ITW BUILDEX TAPCON® ELCO ULTRACON® ITW BUILDEX TAPCON® ANCHOR SIZE 114" 3/16" . . . . MIN. EMBEDMENT 1-1/4" 1-1/4" 1-1/4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 4 1 4 MIN. CLEARANCE TO MASONRY EDGE 2" 1" 3" 4 MIN CLEARANCE TO ADJUSTMENT ANCHOR 1-1/2" 4" 4" A BJ 11 G 4" li I -- 4" 11 -- A /-ASTRAGAL SHOWN FOR REF ONLY 22 4 1 5 · · 1 VIEW A-A Astragal Strike @ Head 23 \ / 1s f\\ 1->, VIEW B-B Astragal Strike @ Sill IB 11 - - - - -4"-- - - - 4" F \ HINGE DETAIL 1 F 4 HINGE DETAIL 2 1 1 - - - - - 6" 6" (TYP.) 14" MAX. O.C.(TYP.) 13 nt, ASTRAGAL 8 5.50" STRIKE DETAIL 1 - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 Z 0 I 0 Z LU LL > CO cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 .O. f 6- ·-31*- O:il=9.5.5 : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:25OF 29 00 i g r. Ch I . Lo LO C\1 r 0 r-- . /0 --1.98"- 3.98" r-, HINGE MATERIAL: STEEL 4.56" 0 0 0 r OUTSWING SILL 0 0 ALUMINUM WITH PVC SUBSTRATE 4.56" 0 0 SIDE & HEAD JAMBS MATERIAL: WOOD . LO (\1 0 0 4 . LO If) LO LO . 5.25" 1 %<I *<I-. r SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: WOOD 4.56" 2.44 r- SIDE & HEAD JAMBS MATERIAL: PVC 5.25" ,--» SIDE & HEAD JAMBS (5-1/4" or larger) MATERIAL: PVC 4.56" " .I-/.:SES.4-: .\ P . - 2.44" - SIDE & HEAD JAMBS MATERIAL: PVC r- CY) r- (9 LO (\1 r- 0 0 1.22" 11 X\\+11- 0 0) LO 4.56" - 2.44" - 000 - SILL KEY DETAIL OPTIONAL V 1 9 0 LO r- J - - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 Z 0 12 a_ OL U lu 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO . Z LU Z 0 0 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LE 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:26OF 29 00 i g r. Ch I . b 0 @ @ cz!-5 1.00" 0 0 - 2.29" - G 1 2- Cr) r OUTSWING SIDELITE SPACER MATERIAL: PVC - --11 - - 2.00" - * .:r MULLION BASE KIT OPTIONAL 0 0 0 4.56" - L STANDARD MULLION MATERIAL: WOOD 5 1 URETHANE GLUE - . CJ 1 0 C\1 @ 4.56" STANDARD MULLION MATERIAL: PVC 4.56" FAT MULLION MATERIAL: PVC 4.56" ble SECTION A-A 0 LO 8 b LO r- URETHANE GLUE #8xl 1/4" PRH WS (4 NEAR SIDE) #8xl 1/4" PRH WS (4 FAR SIDE) . @ 1 LOO r /- A IA C\1 MI g TWO-PIECE "FAT" MULLION MATERIAL: PVC L -1 r 0 00 - - - UJ 1- 12 C£ 0 0 0 tn e Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 ®TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO Z 0 12 a_ OL U lu 0 . Z LU Z 0 0 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.fl) ,,?1.:321423, 5 2*9-95 LE 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:27OF 29 00 i g r. Ch I . (\1 - 19.63" -I 4 1 1-la ap SLIDE BOLT ROD STEEL 0 1 . · 1.63" ro-vg f TOP BOLT RETAINER 9-3/4" ALUMINUM BOLT RETAINER -- SLIDE BOLT ROD -10 2.65" ALUMINUM ASTRAGAL · ·1.75" VIEW A-A Aluminum Astragal Assembly CD 7.84" 6 FLUSHBOLT BAR r-Diecast Zinc 0 FLUSHBOLT Diecast Zinc 31 1 3 38" ti I 1.44" 1 · · VIEW B-B PVC Astragal Assembly 0 00 CO SCREW LOCATIONS (TYP.) S -0 2.75" - - 1- 1.09" D> 3.75" . - 10.75" 0 0 a_ 0 0 0 0 18.75" -- DEAD BOLT(THRU HOLE) - 0 \ 0 O00 26.75" 0 *61 SCREW LOCATIONS (TYP.) 20.25" 32.25" 0 43.62" . ® 2.50" - 5.50" . 06 -- . 1.C].1 ALUMINUM ASTRAGAL 6'8 Aluminum Astragal by Endura Products 0 . 5.50" 0 DEADBOLT (THRU HOLE) \ 0 0 *3-1 0 0 LATCH (BLIND HOLE) - PVC ASTRAGAL (21) - 6,8 PVC Astragal by Trinity . 0 33.13" 26.50" LATCH (THRU HOLE) 0 33.13" 0 0 3.63" 10.50" 18.50" 20.25" (0 L 0 2 (3*i .. 1.38" - 0 . . - 8.13" - 0 0 0 0 1- 0 CO - 2.50" - - UJ 1- 12 C£ 0 0 0 U·) 0 Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ UJ 1- <C 0 Z 0 12 a_ OL U lu 0 TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 > CO . Z LU Z 0 0 0 cn 0 UJ 0, <C UJ CL a- 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U CDOOT Z<00 1-1 1-1 0/3 dow :WO < 11 Ch 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%-:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:28OF 29 00 i g r. Ch I 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ITEM # A B C D E F G H 1 J K L M N 0 P Q R S 1 1A 2 2A DESCRIPTION 1 X BUCK SG>=0.55 2X BUCK SG>=0.55 1/4" MAX. SHIM SPACE BILL OF MATERIAL 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW #9 X 3/4" PFH WS #9 X1" PFH WS #9 X 2-1/4" PFH WS #10 X 2-1/2" PFH WS #8 X 2" PFH WS #6 X 1 -1/4" DRYWALL SCREW MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW #8 X 2-1/2" PFH WS 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW #8 X1" PFH WS 3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW #10 X 3" PFH WS JAMB (FINGER-JOINT PINE - SG>=0.42) JAMB (FINGER-JOINT PINE - SG>=0.42) JAMB JAMB JAMB WEATHER STRIP QEBD650 Q-LON 3.98" X 4.0" HINGE MIN 0.098" MIN THICK STRIKE PLATE DEADBOLT PLATE SILLKEY OUTSWING SILL - ALUMINUM WITH PVC SUBSTRATE DOOR PANEL - SEE DOOR PANEL CONSTRUCTION DETAILS SHEET SIDELITE PANEL - SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET OUTSWING SIDELITE SPACER STANDARD MULLION (FINGER JOINT PINE SG>=0.42) MULLION BASE KIT STANDARD MULLION "FAT" MULLION TWO-PIECE "FAT" MULLION 1 X MULLION ALUMINUM ASTRAGAL BY ENDURA PRODUCTS PVC ASTRAGAL BY TRINITY ASTRAGAL STRIKE @ HEAD ASTRAGAL STRIKE @ SILL MATERIAL WOOD WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL CONCRETE STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL WOOD WOOD PVC PVC PVC STEEL STEEL STEEL PC/ASA ALUM./PVC PVC WOOD PC/ASA PVC PVC PVC WOOD ALUMINUM PVC STEEL STEEL - - UJ 1- 12 C£ 0 0 0 tn tb Lf) Z < 1-1 M Lr) LIJ H 00 D M0 G2 8 25 lo Z 0 1-1 to 1-1 UJ 0£ > CO UJ 1- <C 0 Z 0 12 a_ OL U lu 0 TRINITY GLASS INTERNATIONAL TRINITY GLASS INTERNATIONAL 3365 IST WAY 5 FEDERAL WAY, WA 98003 PH: (253) 875-7300 0 E Ul <C LL 0 -1 E 00 ry) M U % 4- ZE.o 1-1 > M BI2 OCUI-03U (n Z<00 1-1 1-1 0£ 1-'OZ 0 ELU LU /-00 a <r >1 e 0 Z ///1/1,/7/,/AS>.<11 ,,?1.:321423, 5 2*9-95 LIZ 1-=&5*-,Fl. (15:Haimi : \8, -0« 1%.:·t= 01 -1 00 >a * -, lf) Z JU)32 *U *3 3% O 0 u W DWG #: FL-20867.2 SHEET:290F 29 00 i g r. Ch I