Loading...
HomeMy WebLinkAbout02-Kawneer 350-500 IR Door (FL8786.2-R9) (exp 12.20)W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150th Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT #WWS-312 Prepared for: Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 Phone: 770-449-5555 Prepared by: Warren W. Schaefer, P.E. Florida Professional Engineer #44135 Manufacturer: Kawneer Company, Inc. Product Category: Swing Doors Evaluation Method: 1-D (Engineer's evaluation) Product model & name: 350 IR 9 ft. Tall Out-Swing Aluminum Storefront LMI Doors Documents that must accompany this report: 1. W. W. Schaefer Engineering & Consulting drawing No. 1569 Door size restrictions and assembly requirements: See drawing No. 1569 Maximum allowable design pressure: See drawing No. 1569 Installation requirements: See drawing No. 1569 Code compliance: Code section(s) considered with this evaluation: FBC Chapters 17 & 24 Glass: All glass meets the current ASTM E1300 standard. Test Standards applicable to the testing ofthis door system: TAS-201,202 & 203, ASTM E330, ASTM E1886, ASTM E1996 & AAMA 1304 Test Laboratory: Intertek Architectural Testing, Inc. (Previously named Hurricane Test Laboratory, Inc.) Test report numbers: 1 E0437.01-550-18, D3741.01-550-18, 0049-0611-04, 0049-1106-04 & G049-1005-06 Note: All HVHZ test reports have been signed & sealed by a Florida PE. General report notes & system limitations: 1. All size & installation conditions shown in this report and the referenced drawing No. 1569 are based offthe referenced test reports and/or engineering analysis in accordance with the Florida Building Code. 2. Doors shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3. This product is approved for use in & outside of the High Velocity Hurricane Zones (HVHZ). 4. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures (0.85 directionality factor may apply per the current ASCE 7 standard). 5. These doors are large missile impact rated for use in wind zone 4 & missile level "D" locations and need not be shuttered. 6. Dry glazing gaskets are in accordance with ASTM C864 or ASTM C509 per FBC chapter 24. 7. These door units are not approved for use where water infiltration resistance is required by the door. Unless units are installed in non-habitable areas where the unit & the area are designed to accept water infiltration, units shall be installed only at locations protected by a canopy or overhang where-by the overhang(oh) ratio is equal to or more than I.0 per FBC. Ouality Assurance Entity: Architectural Testing, Inc. WarrenAN] Schaefer, P.E. Florida/ .E. #44135 JUN 28 2016 /St=*44 44,425&*:.Efifilili....» %*0= @ 1 00.:.5 -- * : U.1 8·® TPTS·°t.* ·9% 2 C\1 tE CD I UJ al I Z < a- 53 I 0 0 I tE 8d I CD Li_1# CL 06 6" MAX. C1 6 C2 6 C3 7 C4 7 MAX. FRAME WIDTH = PANEL OPENING + 5 SEE PRESSURE TABLES ON SHEET 5 FOR MAXIMUM PANEL OPENING WIDTH 19.25"-19.25" _ _19.25" __19.25"_ MAX.MAX.MAX.MAX. 4 9 1 11 // / Cal / \1) / / 38 13/16" MAX. D.L.0. -- I -TYP. FRAME ANCHORS | / WHERE SHOWN. SEE l n "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS.--1 w ff 1/ . 14 1 11 19"19" --i MAX. 4- MAX. 1 DCDR CENTER \ opposKE UY' V \ /83\ Fl F2 UJ< 8 8 1 1 MAX. 7 1/2" | MAX. EXTERIOR ELEVATION: DOUBLE DOOR WITH IR500/501 STORE FRONT FRAMING & STANDARD INSTALLATION SCALE: 1/2" = 1'-0" (APPLICABLE WITH ALL HINGE TYPES) GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DES!GN PRESSURE TABLE(S)". 2. OPENINGS. BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE lN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MEI\11]ONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL ANISH OR STUCCO. 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND !,IEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ) & IS LARGE MISSILE IMPACT RATED. 5. IMPACT SHUITERS ARE NOT REQUIRED WITH THIS PRODUCT. 6. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCIrf. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF Kd = 0.85 MAY BE APPUED PER THE ASCE-7 STANDARD. 8. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQU]REMENTS OF FLORIDA BUILDING CODE. 9. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS QUANTY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION,/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPUCABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS.PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPUCABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A LiCENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF TH]S TYPE OF PRODUCT. I.*.1 6» MAX. /7 14 3/8" MAX. O.C. 6" MAX.SEE CORNER CONSTRUCTION DESCRIPTIONS ON THIS SHEET TO AVOID CONFUSION, LOCK CONDITIONS ARE NOT CALLED OUT/SPECIFIED IN THE ELEVATIONS. SEE PRESSURE TABLES ON SHEET 5 & PARTS LIST ON SHEET 13 FOR ALL LOCK OPTIONS. AT HEAD & SILL, CLUSTER ANCHORS AS SHOWN AT MEETING STILE ENDS SPACED 3" 6" MAX.APART. CLUSTER 6 ANCHORS WITH ANCHOR TYPE A;7 1 /2" CLUSTER 5 MAX.ANCHORS WITH ANCHOR TYPES B, C,D&F (ANCHOR "E" IS NOT APPLICABLE AT HEAD & SILL). 211 CD W 0 CL * 0 < Z E 8 . 0 _1 Ch UD CO 4 MAX. El 8 E2 8 MAX. FRAME WIDTH = PANEL OPENING + 5" SEE PRESSURE TABLES ON SHEET 5 FOR MAX.- PANEL OPENING WIDTH Al A2 Gl G2(D<DGID » _ 20.5"z: MAX. » 4 OPPOSITE V\UY \ /83\ 38 13/16" ] MAX. D.L.0. 1LI TYP FRAME ANCHORS c-' WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. , - 6" MIAX. __L 6" MAX. - _UL 6" MAX. 14 1 1 -T 7 1/2" |19" | 19" | 7 1/2" MAX.I MAX'1 MAX. 1 MAX. EXTERIOR ELEVATION: SINGLE DOOR WITH IR500/501 STORE FRONT FRAMING & STANDARD INSTALLATION SCALE: 1/2" = 1'-0" (APPUCABLE WITH ALL HINGE TYPES) FRAME ANCHOR REQUIREMENTS TABLE FRAME & SILLANCHORS JAMB TO OPENING FASTENER TYPE ANCHOR OPENINGTYPE MINIMUM MINIMUM TYPE (SUBSTRATE)EMBED EDGE DIST. 2X_ WOOD FRAME OR BUCK A NO. 14 SMS SCREW 1 1/4"3/4"(MIN. GR. 3 & G=0.55) MIN. 18 GA. 33 KSI (2) NO. 12 SELFB FULL 1/2"METAL STUD DRILL/TAPPING SCREW c MIN. 0.22" THICK (2) 1/4-20 SELF FULL 1/2"A36 STEEL DRILL/TAPPING SCREW D MIN. 3000 P.S.I. CONCRETE (i) 1/4" CONCRETE SCREW 1 3/4"2 1/2" E MIN. C90 CONCRETE ALLED BLOCK (i) 1/4" CONCRETE SCREW 1 1/2" 2 1/2" 1/4-20 SELF 7/2"F CURTAIN WALL FULL DRILL/TAPPING SCREW (1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C. S.), ELCO CRETE-FLEX (S.S.) OR HIEN KWIK-CON 11 (CS OR S.S.). (2) SELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORROSION RESISTANT STEEL -1- 14 3/8" MAX. O.C. CORNER & FRAME END CONSTRUCTION: FRAME HFAD CORNER (IR500/5011: HEAD IS SQUARE CUT, BUTTED TO SIDE. FASTENED WITH THREE (3) NO. 12 X 1" S.S. PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER SCREW SPUNES & SEALED WITH SIUCONE. FRAME HEAD CORNER (TRIFAB 450/451 FRAMF): HFAD IS SQUARE CUT. BUTrED TO SIDE. SECURED WITH SHEAR BLOCK FTEM# 16 (SEE SECTIONS G,/9 & M/10) & SEALED WITH SILICONE. FRAME Sll ! CORNFR: SILL IS SQUARE CUT, BUTTED TO SIDE, SECURED TO THE SIDE MEMBER USING A PIVOT ASSEMBLY OR STEEL CLIP, FASTENED WITH THREE (3) NO. 12-24 X 3/8" FHMS AT THE FRAME & TWO (2) NO. 12-24 X 3/8- FHMS AT THE SILL. & SEALED WITH SIL[CONE. DOOR PANEI CORNFRS: VERTICAL STILES RUN THROUGH AND ARE SECURED TO THE RAILS AT THE TOP & BOTTOM WITH 1/4" THICK EXTRUDED CHANNELS. EACH CHANNEL IS FASTENED TO THE STILE & RAIL WrIH 1/4-20 X 34" PHMS & 3/16" THICK STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED WITH A 1/2" DIA. PLUG WELD AND A 1 1/8" LONG FILLET WELD AT BOTH WEBS OF THE RAIL MIDRATI FNDS SECURED TO THE VERTICAL RAILS WIITH 4 EACH 1 1/8" LONG FILLET WELDS ALLOWABLE DESIGN PRESSURE SEE SHEET 5 NQI THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON-HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INALTRKHON OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE-BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS.THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH IMIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUKDON.IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WFH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE-IN IS CURRENT WITH ALL CURRENT TESTING, CODES AND APPUCABLE STANDARDS. fs::/424... ff# 9* mt).i] 5 -2.09 te:2: 54.... L /-50 : THESE DfW/1NGS ARE APPICABLE ONLY TO THE PRODUC SPECIFIED. THEY MAY NOT BE USED FOR THE ASSEMBLY AND/'OR 1NSTALLKnON OF ANY OTHER PRODUCT NOR MAY THEY BE USED FOR RAT10NAL AND/OR LOCAL APPROVAL OF ANY PRODUCT NOT PRODUCED BY THE 1.IANUFACTUREF STATED ON THESE OBW]NGS. CS) Z SC @ tb 5 ti Z 0 . 2 Z 5 0 8W Z D =2 2 0% 1') J DRAWN W.R.. PLOT 1=2 :S BY: E CHECKED BY: W.W.S. DATE 02/11,11 2%§ *BR 8*u-* ELON 3R@ =CO 00 Easte Mble @:i Z 8 ·8 3 \» 62W \5, 0 DRAWING NO. 1695 SHEET NO. 1 of 13 REV. B 3 I CD LU I 0 SE IO I CD LiJ # CL O to EL I CO CK 0 0 0 7 1/2" MAX. 6" MAX. MAX. FRAME WIDTH = PANEL OPENING + 1 3/4" 18.5" MAX. SEE PRESSURE TABLES ON SHEET 5 FOR MAXIMUM PANEL OPENING WIDTH 18.5" MAX. / 4S =* // _/ 38 13/16" MAX. D.L.0. -TYP. FRAME ANCHORS |I / WHERE SHOWN. SEE iL - "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQU REMENTS.-7 * 1< Fe DOOR CENTER 18.5" MAX. i 11» 4 Fl F2 8 8 18.5" MAX_ / 1 111 141 1 11 1 1-1-1-2-1 1-11 19' EXTERIOR ELEVATION: DOUBLE DOOR WITH TRIFAB 450/451 FRAMING & STANDARD INSTALLATION SCALE: 1/2" = 1'-0" (,APPLICABLE WITH ALL HINGE TYPES) l OPPOSffE 0 1 7 6" MAX. 1 6" MAX. 6" MAX. 1 7 1/Y MAX. 1 14 3/8" MAX. O.C. 1 SEE CORNER CONSTRUCTION DESCRIPTIONS ON SHEET 1 AT HEAD & SILL, CLUSTER ANCHORS AS SHOWN AT MEETING STILE ENDS SPACED 3" APART. CLUSTER 6 ANCHORS WITH ANCHOR TYPE A; CLUSTER 5 ANCHORS WITH ANCHOR TYPES B, C, D&F (ANCHOR "E" IS NOT APPLICABLE AT HEAD & SILL). ALLOWABLE DESIGN PRESSURE SEE SHEET 5 0 CD I LL lE M4 I -! I (ID W $ El_ 0 6 MS < CL . 00 0. 0 0 n 6" MAX_ © MAX. FRAM E WIDTH = ---- PANEL OPENING + 1 3/4" SEE PRESSURE TABLES ON SHEET 5 FOR MAXIMUM PANEL OPENING WIDTH 1- 19"» MAX- 31 OPPOSTE0 38 13/16" \ MAX. D.L.0. 7 6" MAX. 6" MAX. 14 3 1 e| TYP. FRAME ANCHORS MAX. O.C.c-; WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" / ON SHEET 1 FOR / REQUIREMENTS.---7' - 7 1/2' 19" _< | 6. {AX-19. ---|_7 1/2' MAX. '1 MAX.MAX. 1 1 MAX. EXTERIOR ELEVATION: SINGLE DOOR WITH TRIFAB 450/451 FRAMING & STANDARD INSTALLATION SCALE: 1/2" = 1'-0" (APPLICABLE WITH ALL HINGE TYPES) 0>%90"""44 30* 0 &20: S * 4: 3%3* 2 6 4708: 44%, it:ft/ ¤ Z 0 li 5 Z 0 . 0 Z E Z :E C/J 0 E F 8 C E 0 RB DRAWN BY: W.R..1 PLOT: 1=24 CHECKED SY: W.W.S. DATE: 02/11,11 2%% *88@ *r)z E Z ED oo Z 4 ... 2/5 §:9 5 413 §@2 Z 8 441 . 52 :9 f a liz i« R B. 3 DRAWING NO.REV. 1695 B SHEET NO. 2 of 13 b tE CD LU I 2 I 0 8 0 0 5 CD W I d 2 8 0 0 W. TOP HINGE EQUAL EQUAL INTERMEDIATEPNOT 7 HINGE CENTER INTERMEDIATE PIVOT HINGE CENTER /g -BOTTOM HINGE-1 3-HINGE 4--IINGE CONDmON COI DmON PIVOT HINGE LOCATION DIAGRAMS (APPLICABLE TO ALL DOORS) BU-Uj HINGE CENTER BUTI-- HINGE \ CENTER 6 3/16" 7 T BUTT-HINGE CENTER EQUAL BUTTn HINGE \ CENTER EQUAL BUTT- HINGE \ CENTER W I 1 2 4 - DOOR M PANELHEIGHT/2 8 - 16 19/32) a + 5 1/4" 6 3/16" 7 CO EQUAL EQUAL EQUAL BUTT-I HINGE \HINGE \ BUTT-n CENTER CENTER 9 3/4"9 3/4" 3-MINGE 1 4-HINGE 1 CO DITION CONDITION BUTT HINGE LOCATION DIAGRAMS (APPLICABLE TO ALL DOORS) 0 I Ed .. 0 0 CD LO CD Al A2 Gl G2 6699 1111 1 1 6" MAX. II11 \ HINk CENTER--3* 5 --- ..7 uy\.7 / /53\ , \ U/ / HINGE CENTER-- -* FRAME SCREWS WhERE SHOWN-- 1- 5- AT BOTH SIDES OF HINGE CENTER. SEE "FRAME ANCHOR /T'\ REQUIREMENTS TABLE" ON SHEET 0 --3J 1 FOR REQUIREMENTS.11 .:W'6" MAX. 14 1 lilli 1 1 1 EXTERIOR ELEVATION: DOUBLE DOOR WITH ALTERNATE INSTALLATION CONDITION SCALE: 1/2" = 1'-0" (APPLICABLE WITH BUTT & PIVOT HINGE DOORS ONLY WHEN 4 HINGES EXIST PER PANEL) (FOR DOOR DETAIL & HARDWARE NOT SHOWN, SEE ELEVATIONS ON SHEETS 1 & 2) (ELEVATION SHOWN WITH STANDARD FRAMING. STOREFRONT FRAMING ALSO APPLIES) 14 3/8" MAX. O.C. FRAME-SCREWS ® WHERE .1_ C SHOWN AT LOCK SIDE. SEE "FRAME ANCHOR - REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. Al A2 Gl 62 6 6 9 9 9\41 OPPOSITE HINGE CENTER 38 13/16" MAX. D.L.0. 1 1 HINGE CENTER-- 1 1 1/1 14 1 1 6" MAX. /7 5" FRAME SCREWS WHERE SHOWN AT BOTH SIDES OF HINGE CENTER. - SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR 6" MAX. REQUIREMENTS. EXTERIOR ELEVATION: SINGLE DOOR WITH ALTERNATE INSTALLATION CONDITION SCALE: 1/2" = 1'-O" (APPLICABLE WITH BUTT & PIVOT HINGE DOORS ONLY WHEN 4 HINGES EXIST PER PANEL) (FOR DOOR DETAIL & HARDWARE NOT SHOWN, SEE ELEVATIONS ON SHEETS 1 & 2) (ELEVATION SHOWN WITH STANDARD FRAMING. STOREFRONT FRAMING ALSO APPLIES) ALLOWABLE DESIGN PRESSURE SEE SHEET 5 0%%%:lili##" i .1,1 4* 4 Biz33; 10.. 6 50-0:5*V z -'//'VII *ps e>/4,8,0,1,%%%, B . 0 Z 0 t 5 0 L/9 0 . % E Z l Z L_ E 0 E 8 tr) _1 DRAWN BY: W.R... PLOT: 1=24 CHECKED BY: W.*IS DATE: 02/11,11 2%% *82% 8% gil: m3*E *nz : % 20 . C.5 0-: < "'t7 DS §9 1 ttlz 258 *5 85!1 ible §@M 8 **t \\ Z' DRAWING NO.REV. 1695 B SHEET NO. 3 or 13 *5 I I 0 Z Cl 0 d Z 85 CE 0 0 C23 0 0 1il 10 C lll SEE PRESSURE TABLES ON SHEET 5 FOR MAXIMUM PANEL OPENING WIDTH 04 / Dl / U 1 1 D ijf (@ V OPPOSITE \0 1 1 111 111 Ill IR-500 OR IR-501 STORE FRONT SYSTEM UNDER SEPERATE APPROVAL 1ll 1 41 1 11 11 1 EXTERIOR ELEVATION:-SEE ELEVATION DOORS INSIDE IR-500 OR IR-501 STORE FRONT SYSTEM SHEET 1 FOR SiLL ANCHORSCALE: 1/2"=1'-0"REQUIREMENTS & ANCHOR LOCATIONS /7 CD Z Z I 0 Ed I 0 0 0 i CD LU LIZ Z LU 0 CK 0 0 n NOTES: 1. FOR DETAILS NOT SHOWN, SEE ELEVATIONS ON SHEETS 1 & 3. 2. DOUBLE DOOR SHOWN; SINGLE DOOR CONDITION ALSO APPLIES. 3. FOR STORE FRONT FRAMING REQUIREMENTS & INSTALLATION, SEE RESPECTIVE STORE FRONT APPROVAL. 4. LESSER ALLOWABLE PRESSURE RATING OF THE DOORS & STOREFRONT SHALL CONTROL FOR THE OVERALL ASSEMBLY. 111 ALLOWABLE DESIGN PRESSURE SEE SHEET 5 N 10 1il SEE PRESSURE TABLES ON SHEET 5 FOR MAXIMUM PANEL OPENING WIDTH 1 /h /glyGh 04 / 1 v 7 1 -l 1111 1 41 1111 /7 OPPOSITE \© 9 DYP. FRAME ANCHORS-i c J WHERE SHOWN. SEE f "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. -1 / EXTERIOR ELEVATION: DOORS INSIDE 1600 SYSTEM 1 CURTAIN WALL SCALE: 1/2"=1'-0" NOTES: 1. FOR DETAILS NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3. 2. DOUBLE DOOR SHOWN; SINGLE DOOR CONDITION ALSO APPLIES. 3. FOR STORE FRONT FRAMING REQUIREMENTS & INSTALLATION, SEE RESPECTIVE STORE FRONT APPROVAL. 4. LESSER ALLOWABLE PRESSURE RATING OF THE DOORS & STOREFRONT SHALL CONTROL FOR THE OVERALL ASSEMBLY. 111 /7 l 1 1600 SYSTEM 1 CURTAIN WALL UNDER SEPERATE APPROVAL SEE ELEVATION SHEET 2 FOR ANCHOR REQUIREMENTS & ANCHOR LOCATIONS 45...:.!!35*'. 2%824 8 &01&:5* E°12 4* f N*i 33".8. 6 654:23 5 0 1 Z /@ 2 Z 0 0 Z UJ § E Z E 0 2 CD Z RE E Z DRAWN BY:CHECKED BY: W.R...W.W.S. p.·1 DKFE: 1=24 02/11,11 w <5 . 56 39% :20 Z <. =} 2%E *82@ < LL] LO &281 85-4 ps,%86 WeER PES *unz 2(0 - Eg RE- 5.: 84 :di DRAWING NO.REV. 1695 B SHEET NO. 4 of 13 Wi I g@ 3 96 96 72 96 96 48 36 48 48 ALLOWABLE DESIGN PRESSURE (AS RESTRICTED BY PANIC DEVICE LOCK CONDITIONS) MAXIMUM DOOR PANEL PANIC DEVICE ALLOWABLE OPENING WIDTH PRESSURE (+/-PSF) DOUBLE SINGLE DOOR DOOR 48 SARGENT AD8400 ADAMS RITE G86 CALIBRE 9100 JACKSON 2086 KAWNEER 1686 PANEUNE CR-90 SARGENT 8400 FALCON HH 1690 CORBIN RUSSWIN ED520OS(A) VON DUPRIN HH9947 ALLOWABLE DESIGN PRESSURE (AS RESTRICTED BY MULTI-POINT LOCK CONDITIONS) LOCK CONDITION ALLOWABLE PRESSURE (+/-PSF) MAXIMUM DOOR PANEL OPENING WIDTH (IN.) DOUBLE SINGLE DOOR DOOR 96 48 1&2 70 LOCK CONDITION 1: ACTIVE DOOR: SEE ITEM #39 ON SHEET 13 FOR LOCK REQUIREMENTS INACTIVE DOOR: SEE ITEM #40 ON SHEET 13 FOR LOCK REQUIREMENTS LOCK CONDITION 2: ACTIVE DOOR: SEE ITEM #41 ON SHEET 13 FOR LOCK REQUIREMENTS INACTIVE DOOR: SEE ITEM #42 ON SHEET 13 FOR LOCK REQUIREMENTS PRESSURE TABLE NOTES (ALL TABLES) 1. CONDITIONS IN THESE TABLES ARE APPLICABLE FOR ALL DOORS TO THEIR MAXIMUM PANEL HEIGHT OF 96". 2. SEE ELEVATIONS ON THIS SHEET FOR VIEW OF DOOR PANEL OPENING HEIGHT & WIDTH. 3. THE LESSER PRESSURE IN ANY ONE TABLE SHALL CONTROL AS THE ALLOWABLE PRESSURE ON THE DOOR ASSEMBLY. 70 65 65 50 65 0 ful I CD Z CL 0 d 2 CK 0 0 1 DOOR PANEL OPENING WIDTI I q 1 FOR FRAME CONDITIONS, SEE ELEVATIONS 41 =30 9/16" THICK LAMINATED - - GLASS (1/4" HT. ST./0.09 KURARAY SG/1/4" HT. ST.) 1. 07/ 7/8" MINI. BITE - NOTE: KURARAY WASPREVIOUSLY KNOWN 1 j#52:§1 AS DUPONT. EXTERIOR | @*0 TYPICAL MONOLITHIC GLAZING DETAIL 41 41 DOOR PANEL-- OPENING WIDTH - 111 1" THICK 1.G LAMINATED GLASS (3/16" TEMP EXTERIOR; 3/8" AIR SPACE; 3/16" HT. ST./ 0.090" KURARAY SG/3/16" HT. ST. INTERIOR) © 01 7/8- MIN. BITE F -» .Il | EXTERIOR I TYPICAL I.G. GLAZING DETAIL 41 FOR FRAME CONDITIONS, SEE ELEVATIONS ©>BU"UNN#,»St.: #59 -'4 5 2 't: 43= 1/5 4 * M o: z: %9·3 di :,9-: "49//lil,%'te 0 0 Z Z 0 t . 0 0 @ t] 6 3 . 0 ID Z 2 gE ns CD R3 DRAWN .CHECKED BY: W.R...W.W.S. Pl.DATE: 1=24 .ill'. 2%% 823 boo *LOZ 22 ECD . 54 ::1 escr El=I bz Bag gb 95: 823 222 Z I. CD C\# CO CS; -J DRAWING NO.REV. 1695 B SHEET- NO- 5 of 13 . 68 % Btli -- I FRAME ANCHOR PER ELEVATIONS 1 E U© ful,6*11/ SEALANTS -/==83' BY OTHERS / E W PIt--y EXTERIOR FRAME ANCHOR PER ELEVATIONS SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 SEE GLAZING DETAILS ON SHEET 5 SECTION /Kh SCALE: 1/2 FULL *_j (WITH IR-500/501 FRAMING) 1/4" MAX. SHIM AT EACH ANCHOR ELI &=22(mi_. 0<N!]11[ 9 EJU SEALANTS 37 BY OTHERS SECTION SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 C ---1/4" MAX.SHIM AT EACH ANCHOR FRAME WIDTI I If ,=% FRAME ANCHOR PER ELEVATIONS SEALANTS BY OTHERS Ab f« 58 |IN -_ 4 \21 '«' EXTERIOR SEE GLAZING DETAILS-1 ON SHEET 5 SCALE: 1/2 FULL U.j (WJTH IR-500/501 FRAMING & BUTT HINGE CONDITION) CD w I LJ 63 27 66 Rn EXTERIOR | «__-SEE GLAZING DETAILS ON SHEET 5 SECTION CIA SCALE: 1/2 FULL UY (WITH ]R-500/501 FRAMING) FRAME ANCHOR PER ELEVATIONS SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 1/4" MAX. SHIM AT EACH ANCHOR ELI 18 SUBSTRATE BY OTHERS PER"FRAMEANCHOR REQUIREMENTS TABLE" ON SHEET 1 tE CD LU I -1/4" MAX. T SHIM AT EACH ANCHOR CD LU I W --f-- EXTERIOR 0-1 */ SEALANTS -\=1 '1-' BY OTHERS FRAME ANCHOR PER ELEVATIONS FRAME WIDTI I //1718 SEE GLAZING DETAILS ON SHEET 5 31 22 IF» SECTION /5) SCALE: 1/2 FULL UY »b '1 h# 1 -- 4072\ 1_ -,@][[I.(Ii -- 1(51«// 4 1*NIK---3 : *St |EXTERIOR I LSEALANTS 36 BY OTHERS SEE GLAZING DETAILS-1 SECTION ON SHEET 5 SCALE: 1/2 FULL U,/ (WITH IR-500/501 FRAMING & GEAR HINGE CONDITION) SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 0*%%%§16,8,/4 »t...:'M'fs...2 St... 0 SES,> S &40: Elid * P:lj 3 3 93 6 m 41.,-62, 4459&/8 *9% "' 44""159%% % Z 0 CK . E . 0 gl 8 0 Z :E 2 E8 D.'N GY:CHECKED . W.R 14.W.W.S. PLOT:DATE 1=2 02/11,11 2%@ *823 %%g: 8%04 p<58- 05R Ev oo LLI 111 S : FC :ex cc **4 45 85@ g Z K. i*8 2 8*41 Z C. 0 CD 0 DRAWING NO. 1695 SHEET NO. 6 of 13 REV. B W CL g: <b FRAME ANCHOR PER ELEVATIONS SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 1/4" MAX. SHIM AT EACH ANCHOR 1/4" MAX. FRAME WIDTI I SHIM AT EACH - ANCHOR 'ELI ,5/11718 BY OTHERS SUBSTRATE PER "FRAME ANCHOR FRAM --i f*REQUIREMENTS TABLE" ON SEE GLAZING DETAILS SHEET 127 8 YON SHEET 5 41_-%/ f 0 0 ANCHOR PER ELEVATIONS <U,UUU.UU LSEALANT EXTERIOR BY OTHERS SECTION /Th SCALE: 1/2 FULL U,/ (WITH IR-500/501 FRAMING & PIVOT HINGE CONDITION) (13499« @n r-(0) /rf}33)\\/1 ACTIVE I1 /«\1M i INACTIVE | 1 TE " I1 -- M EXTERIOR SECTION (ljih «SEE GLAZING SCALE: 1/2 FULL UY DETAILS ON (APPLICABLE WITH ALL LOCK CONDITIONS WITH THE SHEET 5 EXCEPTION OF CORBIN RUSSWIN PANIC DEVICE ITEM #54) FRAME WIDTI I .r /(IN *« hz'J | EXTERIOR 1 SEE GLAZING -1 DETAILS ONLSEAL.ANTS BY OTHERS SHEET 5 SECTION SCALE: 1/2 FULL LL,/ (WITH TRIFAB 450/451 FRAMING) (GEAR HINGE CONDITION SHOWN. FOR OTHER HINGE CONDITIONS APPLICABLE TO THIS SECTION, SEE SECTIONS (1/6 & (3/7.) BOTTOM RETAINER AS SUPPLIED WAH AAULUON r j 108 INACTIVE . -5 -SEE »CORBIN RUSSWIN PANIC * DEVICE MULUON" DETAIL ON SHEET 8 FOR DETAIL 11B «»- 1L#jjl' 1,{ 4- 4«I EXTERIOR I SECTION /3Ph SCALE: 1/2 FULL LLY (FOR DETAIL NOT SHOWN, SEE SECTION Dl/7) (APPLICABLE WITH CORBIN RUSSWIN PANIC DEVICE ITEM #54 ONLY) Mfi-*111-1 E:.5 6 5 4: 2 6 44,#,0,i'%%%% : : . Z 0 % 0 Z CO § Z :S DRAWN BY: W.R... PLOT: [K Z CHECKED BY W.W.S. DATE: 02/11,11 2%@ 18gE %%5E OP -# W°ER 3#1 tr . I ECD . WA: % Wi BET 5\ \2 5\ 0 -1 DRAWING NO.REV. 1695 B SHEETNO. 7 or 13 0- I FRAME ANCHOR PER ELEVATIONS 1/4' MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 DXTERIOR | 23 - FRAME WIDTI I %-# 417I181\ N dro,« r(S \41*L f EXTERIOR LSEALANTS SEE GLAZING DETAILS-1 BY OTHERS SECTION 'Th ON SHEET 5 SCALE: 1/2 FULL UY' (WITH IR-500/501 FRAMING) 2) DEEAILINGSHEET 5 SECTION /75) SCALE: 1/2 FULL Uy' TOP RETAINER AS SUPPLIED WITH MULLION (1) 1/4" X 1/2" SET SCREW THROUGH BOTTOM RETAINER INTO INTERIOR OF MULLION 0 0 1/4" MAX. SHIM AT EACH - ANCHOR SUBSTRATE-™ BY OTHERS / PER "FRAME ANCHOR REQUIREMENTS / \ TABLE' ON SHEET 1 FRAME ANCHOR PER ELEVATIONS FRAME WIDTII 65<1»f (4) 1/4" X 1" SCREWS INTO HEAD FRAME MEMBER REM #'S 1 A, 1 8 OR 2. MULLION MAY ALSO BE USED WITH & SECURED TO IR-500/IR-501 STORE FRONT FRAMING BOTTOM RETAINER AS SUPPLIED WITH MULLION (2) 5/16" ELCO ULTRACON CONCRETE SCREWS INTO MIN. 3000 PSI CONCRETE CONCRETE WITH MIN. 1 3/4' EMBED & 3" MIN. EDGE DISTANCE CORBIN RUSSWIN WS708AKM KEYED INTERIOR MULLION (KEYED LOCK SHOWN IS'AT INTERIOR) (APPLICABLE WITH CORBIN RUSSWIN ITEM #54 ONLY) «=* f I 'F -- I EXTERIOR I SEE GLAZING _1 SEALANTS DETAILS ON BY OTHERS SHEET 5 SECTION CE) SCALE: 1/2 FULL. L.Lj (WITH TRIFAB 450/451 FRAMING) I EXTERIOR I SEE GLAZING %S5ON 1.6-1) C. /--@ 61 31] -4-- SECTION A SCALE: 1 /2 FULL U,/ 0*uNNBUt64*33!9%.1 3*V z *0>.....S,%'5'4...1:9% 06 2 0 . 0 Z U) 5 0 C) @ tb 0 CD Z rl j DRAWN .CHECKED . W.R..W.W.S. PLOT:DATE: 1=2 02/11/11 2%@ *82@ 8%04 ps.%86 g'°5R *RS Stoz Z WL %65 5cs 8%'2 *5 95@ 5 BE= =2 Z 5\\2 0E \ O*X E \5 X 0 DRAWING NO.REV. 1695 B SHEET NO. 8 of 13 U CL I 1 FRAME ANCHOR PER ELEVATIONS SEALANTS BY OTHERS \ | EXTERIOR I FRAME ANCHOR PER ELEVATIONS SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 11_7 C 63 1 SECTION CH) SCALE: 1/2 FULL Uj (WITH TRIFAB 450 FRAME) 1/4" MAX. SHIM AT EACH ANCHOR SEE GLAZING DETAILS ON SHEET 5 5 »--«j 19A -6 11[L SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 52 CD I Ed 1/4- MAX r SHIM AT EACH f ANCHOR FRAME WIDTI I SEE GLAZING DETAILS ON SHEET 5 57 EXTERIOR FRAME ANCHOR PER ELEVATIONS SECTION /F) SCALE: 1/2 FULL UY (GEAR HINGE CONDITION SHOWN; FOR OTHER HINGE CONDITIONS APPLjCABLE TO THIS SECTION, SEE SECTIONS 01/6 & C3/7) SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 1/4" MAX. r SHIM AT EACH 1 \ I ANCHOR SEALANTS- BY OTHERS 63 | EXTERIOR |1/1 111 fi) _*011 1- SEE GLAZING DETAILS ON SHEET 5 SECTION CE) SCALE: 1/2 FULL UY' (WITH TRIFAB 451 FRAME) 1/4" MAX. SHIM AT EACH -FRAME WIDT] 1 ANCHOR FRAME ANCHOR n /-11- PER ELEVATIONS /@ C 1 >- 1 1 ,ar I SUBSTRATE - lu=======> OTHERS PER EXTERIOR ]"FRAME ANCHOR REQUIREMENTS SECTION Cr'\ SEE GLAZING DETAILS-1TABLE" ON SHEET 1 SCALE: 1/2 FULL LL/' ON SHEET 5 52 0 LU I U E 4,%tti#09,##46»1 * 83* ' E: E 1 * W 8 2 K 5 3%.0.. 6 tz.474- 0 . 0 Z C/) 0 :2 Z 0 . E Z 2 8E CD "9 J DRAWN BY:CHECKED BY: W.R...W.W.. PLOT:DATE: 1=2 02/11,11 25@ OBAN El_U UD *LOZ Z : ECO . 24 8/X W 6 I I G= iii Z Z ¢\1 0 3 . 0 DRAWING NO.REV. 1695 B SHEET NO. 9 OF 13 Cl I 3 6 Lil I U =73 E | EXTERIOR I FRAME WIDTI IIF-- -*2 - 3 11 0/-Tj=-71 H IR-500 OR IR-501 lus[«8 1 APPROVAL STORE FRONT SYSTEM UNDER SEPARATE Er - 31 L--2.4 #i /-1112 -L-QZ) ,-IR-500 OR IR-501 F lim 1 @ L STORE FRONT SYSTEM 7atik*<14/9/ #t72\ 1UNDER SEPARATE APPROVAL CIM --I Ir< 11. / In + Al 4 'Illd jrSEE GLAZING DETAILS bf«Bl-43-< 1 ON SHEET 5 |EXTERIOR I SEE GLAZING DETAILS-1 SECTION /Th ON SHEET 5 SCALE: 1/2 FULL \197 (GEAR HINGE CONDITION SHOWN; FOR OTHER HINGESECTION /Th APPLICABLE TO THIS SECTION, SEE SECTIONS Cl/6 & C3/7)SCALE: 1/2 FULL 197 -7-1+17- r»1 '1 I hal 7 -c=n --77 3111 1 1/4" MAX. 2213 |_[ ATliTCH ANCHOR 1600 SYSTEM 1 - )< -----11 CURTAIN WALL 21 UNDER \11 - -1 9 re 1 SEPERATE 1 (62)· -1,11 APPROVAL SILICON 1, 2 =t-P-SE <-f,1\ LSIUCONE SEALANT SEALANT FRAME ANCHOR - PER ELEVATIONS EXTERIOR I Cl ,\ 63 / -il Le ---- -SEE GLAZING DETAILS r-- ON SHEET 5 SECTIONSCALE: 1/2 FULL (WITH TRIFAB 451 FRAME) ¥*62.211 '19> li IN 111'll 1600 SYSTEM 1 -11 %*25 L.51 ---71 11 CURTAIN WALL UNDER 2111SEPARATE APPROVAL 622 ]MY«« [-©S) 62 1 ;1 1/4 MAX, 1 11 y.5= _lt-=221 3 ' _ AS=cH SILICON . ANCHOR LSIUCONE SEALANT SEALANT DOOR OPENING 1600 SYSTEM 1 CURTAIN WALL UNDER SEPERATE APPROVAL FRAME ANCHOR - PER ELEVATIONS 6 EXTERIOR In 1- 5FRAME ANCHOR PER 11 ELEVATIONS 19 8 9 27 \ CL 57 C 'SL - \ 1 1 E,7-/3 *„__% Lf 77 3 + - *.. / EXTERIOR I SEE GLAZING DETAILS-1 ON SHEET 5 SECTIONSCALE: 1/2 FULL (GEAR HINGE CONDITION SHOWN; FOR OTHER HINGE CONDITIONS APPLICABLE TO THIS SECTION, SEE SECTIONS Cl/6 & C3/7) 63 27 66 198 C j __'r_-- LSEE GLAZING DETAILS ON SHEET 5 SECTIONSCALE: 1/2 FULL (WITH TRIFAB 450 FRAME) 3B ff#< 18 I>-«.Se,2 5 » 5 * - -%111 # r 90: Z 33 29.6 m '27 2 33>V Z.as>4,=*16{2,144/#,#,1,%%10. 0 Z 0- 0 8 Z C3 Z 0 Z 0 %2 8 0 Z 3 11 U DRAM,N BY: W.R.M. PLOT: Z CHECKED BY: W.W... DATE: 02/1111 2%§ *8EE .500 OC_55# *LOZ . Cyj 22 20 I L :93 [Ii es : 1 :02.@: Z 83£0 C=) a N LL F Z ES 0 DRAWING NO. 1695 SHEET NO. 10 of 13 REV. B W a_ :g 41+1 4 3.019 r 0.172 4. F 0.090 I ®HEAD JAMB (IR-500) 2.SOO 2.500 1 - 0.875 97 LI 1= 0.125- -- (©SIDE JAMB OR-500 5.(00 OR IR-501) 5.063 3.53 31 4.500 4.952 3-L----r-H- -0.188 F 0125 (® ALTERNATE HEAD JAMB (IR-501) 3.SOO 1.724 0.125 fl__11 ® DOOR HEAD RAIL @SIDE JAMB 1.750 H\ \\53 F 0.125 50OIR INACTIVE DOOR MEEnNG STILE (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS) 3.(88 Rn 1.724 0.112 * DQQR HEAD RAIL 3.500 - 1.750 35OIR ACTIVE DOOR MEETING STILE (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS WITH THE EXCEPTION OF CORBIN RUSSWIN ITEM #54) 0.125 2 .00 3.324 4.952 3 »fY--6 10.090 1 (')HEAD JAMB (IR-501) 6.500 |- 1.724 - trly 0.125 (DDOOR SILL RAIL 2.500 4.452 1.750 -0.125 ___ ® HEAD JAMB (TRIFAB 450) 350IR DOOR = 3.375; 500IR DOOR = 4.875 LE. F 0.125 1 ® DOOR STILE (APPLICABLE WITH CONTINUOUS HINGE) 350IR DOOR = 3.500; 50OIR DOOR = 5.00_ 1.750 r 0.125 J ®DOOR STILE (APPLICABLE WITH BUTT & PIVOT HINGES) 5.000 50OIR ACTIVE DOOR MEETING STILE (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS) 8.250 1.724 0.125 4.452 F '·125 f ® HEAD JAMB (TRIFAB 451) 1-- ti-3.563- 1.750 1.750 1 1 1.-In F 0.125 * 1 (j}) DOOR CROSS RAIL 2.COO 350IR INACTIVE DOOR MEETING STILE (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS WITH THE EXCEPTION OF CORBIN RUSSWIN ITEM #54) 05,8 = 2...4 -. ls{€ 5 4 ms)*- S S r O 5 €92 ..:40 6 44""NK'> 0 CK 0 Z 0 E 0 Z Cf) g 5 ti :E 2 :E 2 8E DS CD 1-9 _3 1 DRAWN BY: 1.HECKED BY:W.R...W.W.S. PLOT:IDATE: 1=2 I 02/11,11 2%§ *82@ 2%01 %05= *loz Z ECO . mita: ZE CS: . gE Tm2 N=* 4595w FER@ 2%2 % .* 4 2,0 : Z 8*4 5 \i E 0 DRAWING NO. 1695 SHEET· NO. 11 OF 13 REV. B £L EM I -11.188 - 0.094 -- - C 1- 1.933 « ®GLASS STOP (IR-500) 1 11.6281 1 1 1.150 r O.718 1.594 -r--0.075 1.594 %-dvo.125 -- (fi)=:j _1 t j_1 U «ISHEAR BLOCK ® GLASS STOP (TRIFAB 450) (IR-5011 7.125 »2.000 - r 1.062 0.062 -1- PO #11 0.988 -3 0.094 - j SIDE JAMB 138) HEAD JAMB DOOR R-_23 - DOOR STOP L./ STOP (IR-500/501 & TRIFAB 451) © CROSS RAIL COVER F 0.125 ccs« 1 Ifeckbo.500 4.000 (gl DOOR THRESHOLD 3.500 0.400 10 77- 0.065 * DOOR GLAZING GASKET (APPLICABLE WITH MONOLITHIC GLASS) 1.724 0.125 IL__11 @MID-RAIL 0.575 1- 4.€56 5. F 1.455 0.090 4.€56 4.150 0.125 - SHEAR BLOCK (TRIFAB 451) 1.575 0.090 =L--i-- ©DEEP POCKET @DEEP POCKET FILLER (IR-500)FILLER (IR-501) » 2.000 -1 0.406 - S. 0.080 - -11-4 0.374 0.248 L-St-0.011 ® I.G. GLASS SPACER 4 -4- 0.356 » 0 045 DOOR GLAZING GASKET (APPLICABLE WITH I.G. GLASS) 500 @) SIDE JAMB (TRIFAB 450/4511 3.590 53. 0.080 ® FLAT FILLER SHIM SUPPORT (TRIFAB 450/4511 -T 1.174 1 0.560 1 -4 4-0.156 « 1- 0.375 T--E 1.356 -1» 0.0701 -356 -f °.070 1 [f *') DOOR I.G. DOOR MONOLITHIC - GLASS STOP GLASS STOP 3.500 · i - 1.750 -1 E-0. 188 * * 3.650 0.125 J 0.560 -| 1.120 - SHEAR BLOCK OR-500/5011 0.406 -- 0.688 1.188 1 7- -r 0.924 F 0-375 -f- 1.500 0.656 ---| *PANIC DEVICE STRIKE SPACER (USED WITH CORBIN RUSSWIN ED520OS(A) PANIC DEVICE) 0.500 -0,%1,1111,4,ft» *11 334':-' 3-4:.4 9 18 9,2 Elis 4* 5 gil? 3 3 51 6 5 48: *:i:··*486%3. ..4/0/'la'*.t : I 0 0 Z U) § 0 5 th Z 0 . 2 CD Z R3 W.R.M W.W.S. PLOT:DATE: 02/11,11 2%0 *BAN 2,0-1 *Loz 2 Z ECO I Li·1. • A 4 *5 0:W ER@ 2@2 23 .K 13 :,8 : Z \ se Z 0 : 2 ZL_ E %- 0 DRAWING NO. 1695 SHEET NO. 12 OF 13 LU Cl : REV. B b 1A 1B 2 3A 3B 5 6A 6B 8 308 31 32 33 ITEM # PART # | 10A 108 11A 11B 12 13 14 15 16A 168 16C 17 18 19A 198 20A 2OB 22 23 24 25 26 288 27 28A 30A 575-022 575-162 575-122 450-502 451-079 575-051 163-036 200-023 200-024 200-032 200-005 200-012 200-007 200-010 200-006 200-009 233-013 033-105 575-004 575-104 450-103 451-141 400-140 575-035 575-135 450-520 041-045 575-043 575-040 069-139 200-058 200-058 451-064 450-126 027-078 027-563 027-557 027-342 027-059 200-795 200-497 966-193 ITEM DESCRIPTION PARTS HEAD JAMB (IR-500) ALTERNATE HEAD JAMB (]R-500/501) HEAD JAMB (IR-501) HEAD JAMB (TRIFAB 450) HEAD JAMB (TRIFAB 451) SIDE JAMB (IR 500-OR IR-501) SIDE JAMB (1600 DR JB ADAPTOR) DOOR: TOP RAIL DOOR; TOP RAIL DOOR: BOTTOM RAIL DOOR STILE (APPLICABLE WITH BUTT & P]VOT HINGES) DOOR STILE (APPLICABLE WITH CONTINUOUS HINGES) 350]R INACTIVE DOOR MEETING STILE (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS WITH THE EXCEPTION OF CORBIN RUSSWIN ITEM #541 500IR INACTIVE DOOR MEETING STILE (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS) 350IR ACTIVE DOOR MEETING STILE (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS WITH THE EXCEPTION OF CORBIN RUSSWIN ITEM #54) 500IR ACTIVE DOOR MEETING STILE (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS) DOOR CROSS RAIL CROSS RAIL COVER GLASS STOP (IR-500) GLASS STOP (IR-501) SHEAR BLOCK (TRIFAB 450) SHEAR BLOCK (TRIFAB 451) SHEAR BLOCK (IR-500/501) DEEP POCKET FILLER (IR-500) DEEP POCKET FILLER (IR-501) SIDE JAME DOOR STOP HEAD JAMB DOOR STOP (451 & 500/501) DOOR MONOLITHIC GLES STOP DOOR I.G. GLASS STOP DOOR THRESHOLD MID-RAIL I.G. GLASS SPACER SIDE JAMB (TRIFAB 450/451) FLAT FILLER SHIM SUPPORT (TRIFAB 450/451) SEALS AND SEALANTS DOOR BULB WEATHERING DOOR GLAZING GASKET (APPLICABLE WITH MONOLITHIC GLASS) DOOR GLAZING GASKET (APPLICABLE WITH I.G. GLASS) DOOR SETTING BLOCK (APPLICABLE W[TH MONOLITHIC GLASS) DOOR SETTING BLOCK (APPL]CABLE WITH I.G. GLASS) DOOR BOTTOM RAIL WEATHER SWEEP ADJUSTABLE ASTRAGAL WEATHERING PANIC DEVICE STRIKE SPACER MANUFACTURER/NOTES 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUMi 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 3005 OR 3105 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM ALCRYN TREMCO TR-13536E EPDM DUROMETER 70 +/-5 KRP 027-557 POLYPROPYLENE & SANTOPRENE DUROMEFER 65 +/-5 NEOPRENE NEOPRENE VARIED VARIED ALUMINUM; USED W/LOCK ITEM #54 36 37 38 58 59 60 61 62 63 65 45 46 47 48 49 50 51 52 53 54 ITEM # PART # 39 40 41 42 55 56 57 66 050-821 037-232 050-322 050-331 050-326 050-327 50-079 50-075 ITEM DESCRIPTION HARDWARE CONTINUOUS GEAR HINGE BUTT HINGE TOP OFFSET PIVOT HINGE INTERMEDIATE OFFSET P]VOT HINGE RH BOTTOM OFFSET PNOT HINGE LH BOTTOM OFFSET PIVOT HINGE ACTIVE DOOR LOCK ASSEMBLY INACTIVE DOOR TOP FLUSH BOLT INACTIVE DOOR BOTTOM FLUSH BOLT ACTIVE DOOR LOCK ASSEMBLY INACTIVE DOOR LOCK ASSEMBLY CONCEALED ROD EXIT/PANIC DEVICE CONCEALED ROD EXIT/PANIC DEVICE CONCEALED ROD EXIT/PANIC DEVICE CONCEALED ROD EXIT/PANIC DEVICE CONCEALED ROD EXIT/PANIC DEVICE CONCEALED ROD EXIT/PANIC DEVICE CONCEALED ROD EXIT/PANIC DEVICE CONCEALED ROD EXIT/PANIC DEV]CE CONCEALED ROD EXIT/PANIC DEVICE RIM PANIC DEVICE WITH KEYED REMOVABLE MULLION MISCELLANEOUS FASTENERS NO. 12 X 2" SCREW NO. 12-24 X 9/16" S.S SCREW NO. 12-24 X 13/32" SCREW 5/16"-18 X 5/8' SCREW NO. 12-24 X 9/16" S.S SCREW 1/4-20 X 3/8' SCREW NO. 6 X 11/16" SCREW NO. 10 X 9/16" S.S SCREW NO. 10 X 1 19/32" S.S. SCREW NO. 6 X 3/4" S.S. SCREW NO. 10 X 1 5/8" FHTF "B" SCREW MANUFACTURER/NOTES HAGER/ROTON HAGER KAWNEER ADAMS-RITE 1850 3-POINT LOCK SYSTEM WITH KAWNEER'S CYUNDER, ADAMS-RITE 1850 FLUSH BOLT SYSTEM WITH KAWNEER'S PUSH PACKAGE ADAMS-RITE MS 1850 3-POINT LOCK SYSTEM WITH KAWNEER'S CYLINDER, THUMBTURN & PUSH PACKAGE ADAMS-RITE 2180 2-POINT LOCK SYSTEM WITH KAWNEER'S PUSH PACKAGE JACKSON 2086 KAWNEER 1686 SARGENT 8400 PANEUNE CR-90 SARGENT AD8400 VON DUPRINHH9947 CAUBRE 9100 ADAMS RITE G86 FALCON HH 1690 CORBIN RUSSWIN ED52005(A) 3" FROM ENDS & MAX. 11" O.C. 8 PER H]NGE 2 9/16" FROM ENDS & MAX. 5 1/8" O.C. (52 MAX. PER HINGE) 2 PER TOP PIVOT HINGE 2 PER INTERMEDIATE PIVOT HINGE 3 PER BOTTOM PIVOT HINGE 10 PER LEAF 2 PER CLIP 4 PER CLIP 1/4" FROM ENDS & MAX. 9 17/32" O.C. 1"FROM ENDS & MAX. 16" 0.C /0**Vy/,4 23 / 0 ,A *,. 3 3.%% 6 6 43 ,31*%< z Z 0 0 0 2 . 0 Z 8 Z 0 E 0 2 DRAWN .CHECKED BY: W.R.M.....S PLOT:DATE: 1=2 02/11/11 DRAWING NO. 1695 SHEET NO. 13 OF 0 2%2 *8RE %*dz 8*Wl p:%66 E05= . Z 2CD . Wiea: ME= 52* Z 8 441 13 REV B CL