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2399 OCEAN BREEZE CT - SHUTTER DRAWINGS R �ti111t111H// L R41 WAl,'Op 1E. \• L� 0.1..I.r• OSI 6 . 8 ACCORDION SHUTTER . OR USE WITHIN AND OUTSIDE THE HVHZ TABLE 4 ' TABLE Z TA� TABLE 3 ALLOWABLE SPAN SCHEDULE 'Q' ( sTA OF •' ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS ASTM ESSENTIAL FACILITIES ONLY ALLOWABLE SPAN M FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ SCHEDULE �� •`�'� HVHZ HVHZ MINIMUM SEPARATIONNON-HVHZ MINIMUM SEPARATION '�i, p• ' b! �%z POSITIVE POSITIVE WIND HV}IZ FROM GLASS FROM GLASS POSITIVE POSITIVE -��'► WIND LOAD LOAD WITH NEGATIVE DESIGN SHUTTER DESIGN SHUTTER INSTALLATIONS INSTALLATIONS ,�Wr' U z DESIGN WITH CENTERMATES WIND LOAD INSTALLATIONS INSTALLATIONS POSITIVEAND a= 'O" DESIGN PRESSURE SPAN •� WIND UNIMATE 2s ALL PRESSURE SPAN 5 30 ABOVE >30 ABOVE NEGATIVE WIND 5 30'ABOVE >30'ABOVE L W r •- X x.; O WIND (PSF) GRADE GRADE U a LOAD(PSF) Jp MOUNTING (PSF) GRADE GRADE �" LOAD ALL ��" Q Q O OR 3t & s2 CONDITIONS" (IN.) (IN.) LOAD MOUNTING (IN.) ((N.) `"'' t m p, Z o 0 CD ORQQ & 3� (PSF) CONDITIONS" C 28.3 156" 5.7" 3.5•' 60^ 3.i" 1.1" N o o . �z Em 23.9 156" 156" 156" ^ ^ " 99" 3.1" 1.4" �t' T;_j 4 3 u w 60 3.0 1.1 50.0 156 30 " „ " w � w 25.0 154" 156" 156" 99" 3.0" 1.5" 55.0 155" 120 3.1 1.8 IL Y 30.0 147" 156" 156" 30 120" 3.0" 1.9" 60.0 148" 156" 5.8" 3.5" _ 35.0 142" 150" ( 156" " " " 60" 3.1" 1.1" O W rn 156 5.7 3.5 65.0 143 %0 Q 0 40.0. 137' 146" 156" 60" 3.0" 1.1" ..... 70.0 137" 99" 3.i" 1.6" *{ n' " 8 45.0 133" 141" 156" go" 3.0" 1.6" U.. 75.0 133" 108" 3.1" 1.8" a 8 50.0 129" 137" 156" 108" 3.0" 1.8" W 80.0 128" 40 120" 3.1" 2.2" cq 55.0 126" 134" 155" 40 120" 3.0" 2.2" 85.0 125" 132" 5.8 2.7" CD 60.0 124" 131" 148" 132" 5 7" 2.8" 90.0 121" 156" 5.8" 4.3" I: Ni 65.0 121" 129" 143" N 145" 5.7" 3.5" 95.0 118" 60" 3.i" 1.1" � S 70.0 1194 126" 137" M 6Q" 3.0" 1.1" 100.0 115" 99" 3.1" i.7" 75.0 117" 124" i33" 99" 3.0" 1.7" 105.0 112" i08" 3.1" 2.0" '` u. fa,- 80.0 115" 122" 128" 110.0 110" 50 120" 3.1" 2.5" W 8 120" `125" 50 108" 3.0" 2.0" 85.0 113" 120" 3.0" 2.5" C 115.0 107" 132" 5.8" 3.1" Oca 90.0 112" 118 12i" 37" 57„ 3.5" v `120.0 105" 156" 5.8" 5.2" N ¢ a M i 95.0 110" 117" 118" `t' 100.0 109" 115" "5" 60" 3.0" 1.2" 125.0 103" 60" 3.1" i.1" D 5 " O M 130.0 101" 99" 3.1" 1.8" Q .$ J 99" 3.0" 1.9" z o to u- 105.0 107" 112" 112" 60 108" 3.0" 2,2" 135.0 99'' 60 108" 3.1" 2.1" Q m 110.0 106" 110" 110" (� 140.0 95" 120" 3.1" 2.7" 4 115.0 105" 107" 107" 131" 5.7" 3.5" _•a 0 o; 60" 3.0" 1.2" 145.0 92" 148" 5.8" 5.0" T' 120.0 10h" 105" `1OS" V _ I a 84" 3.0" 1.5" ,'Z 150.0 89" 60" 3.1" 1.1" �--�-'�' c w p 125.0 - - 103„ 70 99" 3.0" 2.0" ,Qj -� .. 155.0 86" 84" 3.1" 1.5" 130.0 - - 101 WW Q 100.0 83" 7Q 99" 3.i" 1.9" o g 135.0 - - 99" 126" 5.7" 3.5" m H Z o 165.0 8i" 120". 3.1" 3.0" M 140.0 - - 95" 60" 3.0" 1.2„ (' (� 0 170.0 78" 137" 5.8" 4.6" 10 145.0 - - 92" 90 99" 3.0" 20' Q L7 175.0 76" 60" 3.1" 1.2" o N 150.0 - 89" Z cc Z 180.0 74" 84" 3.1" 1.6" 118" 3.5" 3.5" Q 155.0 - - 86" a 185.0 72" flp W. 3.1" 2.2" G 160.0 - - 83" 60� 3.0„ 1.3" 190.0 70" 120" 3.7" 3.6" `'' 81" 84 3.0 1.8 F' ri 165.0 - - 110 Q Z 195.0 66" 121" 5.8" 3.7" © 170.0 - - 78" 99" 3.0" 2.5" C3 r - 76" 110" 3.3" 3.3" LLI 200.0 66" 80" 3.1" 1.2" 175.0 •• 84" 3.1" 1.8" CL " Y f, W r NMN W �" '�*FOR BUILDOUT MOUNT MAXIMUM 110 a _o 180.0 - - 74" 60„ 3.0 1.3„ = G SPANS AND PRESSURES,SEE 1 0^ 3.3" 3.3" o? y4 an 185.0 - - 72" 120 84 3.0 1.9ui 190.0 - - 70" 105" 3.1" 3.1" �- W a Ul TABLE C ON SHEET 6/x3 m U) W 60" 3.1" 1.2" N 195.0 _ - G6„ *%FOR BUILDOUT MOUNT MAXIMUM SPAN5 ANO PRESSURES,SEE GC W 84" 3.`1" 1,8^ i Rm g ft y 200.0 - "' 120 99" 3.1" 2.6" LL TABLE C ON SHEET 6/13 W a 105" 3.1" 3.0 oxxxa , UR 8 of 8 Hog TABLE I AND 2 NOTES: % TABLE 3 AND.4 NOTES: tD 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY'AN 'BROWARD I. NON-HVH7_: DEFINED AS ALL LOCATIONS OTHER THAN COUNTY FLORIDA. MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. r-_n ca 2. DESIGN PRESSURES SHOWN IN"ACCORDIO SHUTTER SPAN TM Ns� 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMU14 ALLOWAB E DESIGN SCHEDULE"ABOVE ARE 14AXIMUM ALLOWABLE DESIGN a�`� N o PRESSURES AT EACH RESPECTIVE SHUTTERSPAN. cn PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. w o g 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH TH-INSIDE AND 3. NO SEPARATION FROM GLASS IS REQUIRED FOR OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: r INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF COFMIGM I'M9ILBENIUMP.E IT IS PERMISSIBLE TO MOUNT TO A WOOD 0 1 CONCRETETHE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 152338 BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR ('�.,,_ 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND SCALE: - - "o_ THIS CONDITION POSITIVE ALLOWABLE DES GN PRESSURES '`�`",� r OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT PAGE DESCRIPTION: AS NOTED IN TABLE I ARE IN THE DIRECTIO TOWARDS THE IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM °i HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN WITH THE BACK OF THE SLAT FACING OUTWARD. PRESSURES ARE AWAY FROM THE HOST STRUCTURE. -- 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT C9 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOTPROTECTION - PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE,PERMITTED.FOR SPANS BETWEEN THOSE IN ICATED ABOVE, H U RR� �N�G THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE THE DESIGN PRESSURES FOR THE NEXT HIG IER SPAN SHALL USED, BE USED. r` S \\ K LfSgP.E. 1�1f 000• - • z •� F GENERAL NOTES• CL Z( wr -• x = 1. THIS SYSTEM HAS SEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES — NO LIMIT ^�`i. Q Q CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, AND THE [� INTERNATIONAL BUILDING CODE (IBC) AN INTERNATIONAL RESIDENTIAL CODE (IRC).THIS SYSTEM z c m� w o MEETS MISSILE LEVEL"D"AND INCLUDES SSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. N O o a SEE PRODUCT EVALUATION REPORT FOR M RE INFORMATION. SECTION Ill 3 w M 2. POSITIVE AND NEGATIVE DESIGN PRESSU ES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERIN IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE TCIP TRACK N� REQUIREMENTS AS DETERMINED IN ACCO DANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA 0 w y 9 BUILDING CODE SHALL BE LESS THAN OR QUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE ,�o CAPACITY VALUES LISTED HEREIN FOR-AN"'ASSEMBLY AS SHOWN. a 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/Ei996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 co td SAFETY FACTOR. M 5. THIS SYSTEM HAS BEEN DESIGNED WITH 0 SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ^, o� ZONES, IN ACCORDANCE WITH ASTM E19 6-09. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL z W PLAN CRITERIA IS IN ADOPTED B THE AUTHORITY HAVING JURISDICTION. Q J U. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND a-¢ 1/IE1►/ we j LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD AN DESIGN. �. a o r 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE t ;I DOCUMENTS IN ACCORDANCE WITH THE OVERNING CODE AND GOVERNING WIND VELOCITY. FOR !Y hE o WIND LOAD CALCULATIONS IN ACCORDA CE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd =0.85 F--d N BE USED. ~ `-` to SHALL 8. THE SYSTEM DETAILED HEREIN IS GENER AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =W zm co U- 9. THESSITE.E INSTALLATION INSTRUCTIONS P PART OF A PRODUCT APPROVAL EVALUATION AND SHALL z UNCTION WITH TH EVALUATION REPORT SUBMITTED FOR THE SAME a ONLY.B � E USED IN CONT X Q � � � PRODUCT APPROVAL. USE OF THESE APPR VAL DOCUMENTS SHALL COMPLY WITH CHAPTER <� tu — 61G15-23 OF THE FLORIDA ADMcc INISTRAT VE CODE. w 10 10. THESE APPROVAL DOCUMENTS ARE SUIT BLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W � g n W Z o to CONTRACTOR DOES NOT DEVIATE FROM HE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR C-0 o c VERIFIES THAT THE EXISTING STRUCTURE: DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM m `t THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECI IC DOCUMENTS BE PREPARED,SIGNED, DATED AND N BOTTOM TRACK s SEALED BY A-LICENSED ENGINEER OR RE ISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION,. AS A CONDITION TO THE BU LDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PER ANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN &CO JNTRY INDUSTRIES LOCKING MECHANISM SEE FORT UDERDALE, FL TYPICAL PLAN VIEWS MISSILE LEVEL D- STM E18861 E1996 &E330 .-N co N g a TAS 2 1, 202&203 a a a o LL FLORIDA BUILDING CODE APPROVEDTYPICAL ACCORDION o� o . 13. ALL EXTRUSIONS SHOWN SHALL BE 6063 T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 zo m co a!le 0,8 .$d ca K.S.I. SHUTTER ELEVATION ' ul RS (EXCLUDING ISTALLATION) SHALL BE STAIN 8 i4. ALL BOLTS AND WASHELESS STEEL WITH A C -1_j s J MINIMUM TENSILE STRENGTH OF 60 K.S. ., U.O.N. POP RIVETS SHALL BE 1/41-0 OR 3/16110 5052 "�Y PC N.T.S. =�'� ALUM. ALLOY. w i5,. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING.OF THUMBSCREW, PUSH.LOCK OR sg?• °° BOX LOCK AT CENTER OR SIDE CLOSURE ' ly-0 � r;o o � 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. N N° :x% 17. FLOOR TRACKS MAY BE REMOVABLE ATN N-STACKING LOCATIONS. USE REMOVABLE ANCHORS, �-j •r - a Q'7 t[Kw d '- 18. MOUNTING EXTRUSIONS MAY BE BENT T FORM A CURVE WITH A MIN. RADIUS OF 10 . W c '��' �i g 19. ALL DIMENSIONS SHOWN INCLUDE POW ER COATING FINISH. o� > 20. SEALANT SHALL BE USED ON ANCHORS R TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. COMIGMfRkVLBEXWWP.E 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE AND OUTSIDE OF THE SHUTTER BEING 15-2338 22. THE 6.8 SYSTEM MAY BE MOUNTED WIT THE INSIDE _ REVERSED. FOR EXAMPLE: IT IS FERMIS IBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALE: _ PAGE oescRtpriots: BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN co PRESSURES AS NOTED IN TABLE 1 ARE 114 THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. E 23. SHUTTER MAY BE INSTALLED WITH UP T (2)ADDITIONAL BLADES OF SLACK Q zs ' 0 •• VARIES 3.614' 1.994" ,••• q�Q 2.87 4 PROJECTION .115" 2.782„ 068' / ' 4 874 MAX .068" 1,907` .997" 1.825" 1.908' 1.825" 1.825" o .125" 1.825" N 1.706' c .143" 1.708" .143" 1.708' in ' .. ,. cu L .100" 1.7 8" .co ,068" .143' 099' 195" :195" .100 ,195' -- cu N .100 1.708 100 9 +, .100" .143' ' .195" .143' .143 TA .' z .; .195" .195 m .068" ` 0% •• U-i � Md to oQ N • •' > :n rn on N NH .062' o ��•c? r .062' r .095" .0clq62' a --� �/ .062 .208' 1.069' / ��o z .. ., .. Ltl 630' .200 3 r 1,510' •6 2 .630 lo62,t 630 1.510' t I X •. ,. .. „ 0 .062 630 62 .200 c- •� ., .588 w =w .062 62 •2 o OD 608 630 1.250 .971 ,.._, >u W w h ti „ 069 ,09 - ., .095' 1,069' 2,728' X11 Q @ U' 'a 1. 69 .971 .971 1.708 -�F 2.822 4J w o z <Q 010, 1.2 0" 1. 0" 1.250" 1.200" :095" .971" ,030' 2,748 z N m c w 3.610" '[t Npo as " M X. 5.74 " MAX. W �w cin v w T 5.7 45 w`�' `D LITE 2-LEG WALL HEAVY HEADER/SILL LITE HEADER/SILL Nw�3 Z BUILD OUT WALL HEAVY 2-LEG WALL 4 5a _ �6 a WALL S 3 o SCALE: HALF SIZE SCALE: HALF SIZE SCALE:HALF SIZE ww 5E u, O SCALE: HALF SIZ SCALE: HAL SIZE (D SCALE: HALF SIZE co Q 0 m WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS c 2.655' Ln 0090 1.825' 0 2.655" ,875` 2.195' 1,230` M 4 1,825" 2. 95" ,510' w � V)co 1.583" 2.655' 2,365' I .bo0 88 .510" - �, .510 .460 .085' - N L ¢ M to 10 ,. `?• a W c : I tr) .895' L� _ Q� � ci to 03 LL .400 ri 90' r N N �, o `.105' I M o In x z� ¢ $ �, - r N I .621' (U In t in I M M o ,060', �"¢ w`o 4 z %�°- 105' .105' a TYP cu cn M ro M co 2 ¢ 'czC! TY 831' M --+ o 105' 1.230" 1.069' .621' - -li .� �� n w TYP _ - 'f`- c w o ,621, .875 3.635 _ _ _ .781 In E 2.300" ., .510.. a 1.985 ff o g 0 �. 4.510` L 2.195' 0 4.510' 3 o . C ,�.25 2.195 SILL DAPTER p EXTENDED SILL ADAPTOR co U. GMID SILL 2 MID SILL ADAPTOR EXTENDED SILL SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 7 SCLALE: HALF SIZE 8 O SCALE: HALF SIZE SCALE: HALF SIZE ih 1.994' LL 3 .143' 4 •[ •� 4.603" 30.22 .314" 1.708` 5 14- „ 325" 4.140 � o .060 •043 `-- 3, n H o 1� .258" .297„ .150 ., `o ' .5103` o m ~ �030R .054" .022 m N 1.570 n � 00 z m m m k .. .069" o .i .341' 1.069' o cu m G 1.625 3.410' 4- r z � 0080' 1.721' ,133` % 0,080' 0.117' 1.060' n r 3 TYP. 6.8 SLAT/BLADE 6.8 ST RTER .682` .630' .096' 0 C s cen SCALE:HALF SIZE SCALE: ALF SIZE .130' m .0 2' 2.822' 0,115' r\ �� a0�? o € TN Enwm a� �► ..4 o ci ( � .621' a�F�" 09 RADIUS CEILING HEAD SILL N 0,096; II 38b WALL SILL Ins" eo n. 4.510 a0 t LE: HALF SIZE .1 ,080 SCALE: HALF SIZE j 1310 � ON • COPYRIGIORM' OEh9V1MP.E. N 4.102" .227" 630• ,080• co 0.080` � 15-233$ .054" SCALE: A .420' PAGE DESCRIPTION: N 4 CEILING HEADER/SILL 5 6 8 STACK/CONECTOR SLAT/BLADE SCALE:HALF SIZE g WALL SILL CUP as SCALE:HALF SIZE 1 SCALE: HALF SIZE: o S go L !;P.E. .37595 9 0" ��,, 9 ,fo 2.018' #10--24 THUMB 1.9500# ' S . '.125' a SCREW STAINLESS STEEL •28�.. ,wa', Cl ' 510 0 z ASSEMBLY m :; (�� 1 o .3200 HOLE � co .- u.t - w • • 00 co �� 0 + p O • • ... CN N -t to to 0 � � C? �9 w .010 50'. NYLON `"u r a0 o as -o; TA z ai .062' w WHEEL .00 :,Q! 1.100" .240" o %4 �;• .•�`c/a 750" LT 5' MAX. TYP. AT EVERY OTHER �y' 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. •870 t� , m ANGLE SCALE: HALF SIZE AND @ ONLY CYLINDER-SOLID BRASS,NICKEL PLATED w U X =w 19 ?? ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED •- <w w � <o SCALE: HAL SIZE 21 SLIDE ROD O SCALE: HALF SIZE NOTE:MAY BE KEY OPERATED OUTSIDE OR THUMB ;�op z it.a ++ .n F SCALE: HALF SIZE TURN OPERATED INSIDE. ,z N p o w z N .-•.2so' 23 BRASS PUSH LOCK �� M "vico NYLO WASHER SCALE:HALF SIZE co jr(N RA UMINUM .357' .AR,1S� °w° z YL N BUSHING to .276' 's�o. 4.000' �..-,..� aPTi NAL) .500' a 0 14 x -3/4" 410 HT S.S. a � A SCREW W/ co .062' an to �, INSERTS TC ULT ACOTE COATING M o tcoa v) n INTO 2,250' TRACK (TYP TDP & BOTTOM) o "'` �+ .154' .137' .1 S' c, [i YLON BUSHING W/ WASHER: a 4 a tow w ^I 7/16"95 x 1/2" @ INTERIOR JOINT TOP 7/16"0 x I" @ INTERIOR JOINT BOTTOM � .224' F �-''� rn EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000 t�� a M 24 BUSHING ASSEMBLY DETAIL SCALE- HALF SIZE Cb d M 27 RAINGUARD ACK Z�' m w SCALE: HALF SIZE SCALE: HALF SIZE SCALE:HALF SIZE .-m= d m CD 1.978' 2.125' Z J cc E Q g .62 ' .236' L7 0? .286' 4,�N' .267'603 2.702" 2.642" " `!f,. E c~» w ccn 1.110' 2.465" 2.405" �`"` � tu n ON % 2.289" 2.216" o g o 1.084' .443' .443 ^ .090' n c + :, , W a Q .284 �6� n 1.200" o 00 „ + N 0 0 0 00 2 a o 00 1.100" 1.100 oo - o (U o 0 C:) a� iv o .� { m . :�:� N o _ o .190" .250" ., 00 1.068' .239' a o tm ^ 00 oo n cy) o o10 cv .250 .125 r N 496' tO .-� .. .-. .-..-..-. v-.-. in + 3.4 43' 1.758' N N a 3 476' + { .125"* .125" in .160' 1.001 .222 .E-� ., .190 .125 •-N�� .. X062' cu .062' .i76' o`- 'aF MALE BOX CENTER FEMALE BOX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE ° 29 2003 6.8 CENTER MATE 30 UNIMATil OCR LOCK 31 32 33 34 ° PQ SCALE: HA � LF SIZE SCALE: H LF SIZE SCALE: HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE' SCALE:HALF SIZE Y m m m 4 sa N .•�J J J U( g•o- V lLLLE - 3 7/16"0 STAINLESS .062, z z STEEL NUT �. �� NOTE:ATTACHMENT SCREWS FOR 5.500' x 13/16' WIDE ".400` END STRIPS SHALL BE#10 TORX HEAD STYLE VARIES _x OR PHILLIPS DRIVE SCREWS, }ti ya N A 30 HAND-TIGHTENEO ONLY. %o'_'o.. ¢ -� 38 THUMB SCREW M x fib, o SCALE:FULL SIZE .250'. ' a // w c'7 o r in in M1ACHINE SCREW STAINLESS Olt n a �•�ON « ,1 " " .18 cu T 16"0 INTERNAL STEEL o Z!Y M COPYRIGlti NKLOO MME TY . T--SCREW INSERT a W • 15-2338 - m 4.500' 4:- .689' POWDER COATED,ZINC DIE-CAST 37SCALE: FULL SIZE 1A50 -I tU v CU SCALE: `�` SECTION A % ` PAGE DESCRIPTION: CD DELTA MODEL 2022 36 T--LOCK ADAPTER N o .254, @@@ - INDUSTRIAL SYSTEMS � _ 7.000. SCALE: SIZE N M 0�� 35 BOX LOCK END STRIP 1 N SCALE: HALF-SIZE 39 2X7 ANGLE 2 & 3 EXT - O .125' SCALE: HALF SIZE Olt SCALE: HALF SIZE v 0 tunefP.E. V N •,, FASTENER @ 18" O.C. DI- --iST. EXISTING GLASS O EXISTING GLASS EDGE A •(USE ANY ANCHOR SHOWN DIST.IN ANCHOR SCHEDULE). •,t Rif N N y I •- s a 9i -T ,tVI ' —�s ¢ .41b No. • :. •dN SILL (INTERIOR) � r2N-� a * ; • M 4 aa= g EMBED ��, �t?f�V) .O; ALT. DIR CTtON T - " OF ANGL LEG 11 II t' 17 Cl `1' EMBED. o _ • (INTERIOR) 17 g M . 0.062" THICK 6063-T6 ] UM. ANGLE 1" x 1" MIN. 29a 29b x , 100 t O 2" x 5" MAX. (ANGLE LEG 33 4 I .. X a lu EDG %_ AY BE REVERSED) •''-ryry• QQ u'. Lb Q n DIST. 38 29 ASTENER @ 18" O.C. (USE ANY 4r 13 15 13 Uw o Z "°o ANCHOR SHOWN IN ANCHOR 21 38 23 029b NQ w °a 13 13 SCHEDULE, 1" MIN. EDGE DISTANCE). TO & ,�� o z 13 13 1/4-20 THUMBSCREW EXTERIOR W w M 29 #12 x 1/2" GALVANIZED BOTTOM ( ) H 6.80 (T P.) OR 5.5. SMS, 3/16"S� ALUM. INTO CENTERMATES 1/3 3� 1W N TO 2/3 SHUTTER SPAN ECEIVING HOLE N� x EXTERIOR 1/4-20x1 THUMBSCREW INTO POP RlYET, OR 1/4-20 SHALL BE 3/8" °�°� z � (EXTERIOR) THREADED HOLE. LOCATED [a MACHINE BOLT & NUT MAX WIDTH UP 0 a CO 1/3 SPAN TO 2/3 SPAN FROM (al 18" D.C. TO 1" HEIGHT. b TYPICAL P AN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY 2 SCALE: 3" = 1'-0" 8'-3". USE TWO THUMBSCREWS SCALE: 3" a ON BLADES > 81-311, ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES o OF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM ri Ml USE (1) BRASS PUSH LOCK - SHUTTERS, ABRASS PUSH LOCK 23 DETAILS OR (1) 5/16-18 THUMB MAY BE SUBSTITUTED. WHEN USED WITH SCREW I 0 THREADED CENTERMATE #29 AS SHOWN, RECEIVING SEE ENO STRIP SCHEDULE to a F INSERT 37 AT 1/3 •rr•,ct FOR MAX,SPAN WHEN TO 2/3 AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" BOTTOM OF SHUTTER. 30 ��- 3�•fz v USING 44a,406 OR 40t h• �� jo a' I -c- �dF vX N tm ¢ Q RECEIVING HOLE SHALL BE 3 is 3/13" MAX WIDTH, UP TO _ M E O M N 1" HEIGHT. 3p I END STRIP SCHEDULE ��`` - ORE g ca u_ Z 'c T PSF SPAN 40 USE APPROPRIATE --a z ' 1"BIO(2.7") 62 108�� STARTER STRIP TO ccs g 72 10a _- ao 82 94" 40 PROVIDE CLOSURE FOR -� f E oc '- 112 80" 40 BUILDING CONDITIONS. W w � 132 75" =4ir # 13 2"B!0 3.7" 62 95",� FASTEN STARTER o g m 23 82 Be STRIP TO TRACK W/ cud a 2/#10x1" SCREWS co i (INSIDE) 3"B!O(4.7'� 62 86;; AT CORNER "' 72 79 (HAND-TIGHTEN ONLY). o ao 82 7 ALTERNATE, END STRIP DETAIL cli ,a z 1.5"X311 45 93 SCALE: 3 - 1-0 ANY TRACK •c %02 " 52 87" W/SCREW BOSSES. ANGLE 57 83" 60 81" X12- 64 78" 70 75" b SILL ^ 73 73" o LI)Y '3 W 2' 3�� 45 139" ¢ a • �� a to t I x0.125" 52 129" EXISTING GLASS o 57 2381 7 G ANGLE 60 120" m m a O :� 13 64 116" •r a z SS PUSH LOCK �'"� ' •� USE (1) BRA P (INSIDE) 30 70 111 -au �iF OR (1) 5/16-18 THUMB z z I USE (1 BRASS PUSH 73 109" - q SCREW I 0 THREADED x 3 LOCK R ((1 5/16-18 30 13 2"X4" 45 145" c� ��oa INSERT 37 AT 1/3 SPAN SILL A Xt S THUM SLEW INTO THRE DED INSERT 3 x0.125" 52 135" ,� �`'��- TO 2/3 AN FROM 8 TH E SPAN TO 2/� ANGLE 57 129" N•�N BOTTOM OF SHUTTER d. (OUTSIDE) 9 SPAN FROM BO TOM OF 60 125" N N tool SHUT FIR RECEIVING 64 121" i'o 0 a dnjv N HOLE HALL BE 3/8 70 116° `� �a MAX LOTH, UP To 1 23 73 11a' , HEIGHT. rQ� o — —. FOR GREATER SPANS OR LOADS 5 30 W C Zo _ — THAN SHOWN IN END STRIPz__ 'S a?v v oL g L OUTSIDE CORNER CLOSURE SCHEDULE,ENDSTRIPSEQUIREA TYPICAL CC1 1"x I".090"CLIP ANGLE MMIO SPAN13 30 COPYNGHfFAR11(LBERILIRDOPE DETAILS WO/CORNER POST USINGACHORSCA AN ONTHE14•TeI; 31 215 13 23 (OUTSIDE) 15"2338 NTS 13 SCREW OR 114.20 60LTTO END SCALE: H SILL STRIP. USE (1) BOX LOCK AT 1/3 PAGE DESCRIPTION: SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER In= •d N cit , E TYPICAL INSIDE CORNER CLOSURE =!9Z C. CCC2L-�a� d MULTIPLESHUTTERASSEMBLY DETAILS WO/CORNER POST o ado SCALE. 3 = l'-O" - �- • s NTS `` �� . v` U liist1111ttr ALUM. TUBE � L. � � 2 FASTENERS 6063-T6 ALLOY -' C2 CONNECTION TYPE EACH ANGLE SEE AI3 ,F., A FOR SIZE. REFERENCE ANCHOR EXISTING , SCHEDULE FOR MAX. STRUCTURE SPACING " •� � MAX, 1/4-20 MACHINE 13OLI OR 2? x 2`/x 1/t3" / Ci CONNECTION TYPE �• l REFERENCE ANCHOR Irl/NUT @ 12" O.C. Ofd 7bC h ALUM. ANGLE 0 ;`< SCHEDULE FOR MAX #14 SMS @ 6" O.C. UO.� 0F THREE 3/16"Td o 13 �• SPACING 1/ iTYP.TOP & BOTTOM �O ,u„�^0 0 ,.: ALUM. 1/ L� w POP RIVETS �� fi �,O 0 17 I ( ALTERNATE THRU BOLT �� '��'�• �� OR 3/1b"� ALUM. POP Cl CONNECTION TYPE L9NR 6 OR �� ♦ �ti` THREE #12 SMS, 17 RIVET OR #12UM SMS ti _ REFERENCE ANCHOR o o SCHEDULE FOR MAX. H � 800 R� z i m a p C@ 18" O.C. (TYP.) ( ,� SPACING FOR `O Z� >U w �a TABLE A(CC3) FF PRESSURE VS ALLOWABLE LENGTH r SaU EI L a w r� Q Q Lu C9 LL < MAY USE MALE OR 11 ACIU�IES4 13 u Ix l:J N m o Z 01 p 2xo Bx1(8" 3't 3"XI/8" FEMALE LOCK-SLAT) �� 1 k FOR H%IZ Z O Z C3 N z UO 1 I PSF 1 in 13 ` = I GLASS SFFPMAIIIOH W °-� �'u v -1 62 13W 189° tt En N " �s / OR DOOR TO GLASS x N c °G Y 7i 124 179 CC3 YPICAL CORNER CLOSURE DETAILS \\ jz w w s cn 82 119° 172' TS \ -- TABLE C: q4 `�\ I-- ri n 0 92 114' 165' ALLOWABLE SPAN �RNq \ a ' SCHEDULE FOR 1 OR 6 OR = 102 110' 160" BUILDOUT MOUNT w �\ \ OR TABLE B ( c4) ALTERNATE THRU BOLT 120 104^ 147' C5 CONNECTION TYPE (DETAIL F) u1 PRESSURE VS ALL WABLE LENGTH REFERENCE ANCHOR w o n ISO g7^ 13i' SCHEDULE FOR MAX. MAX MAX n N1 200 88" 114• 2"x2"xl " 3"X3"x1I8" SHUTTER DESIGN Ci CONNECTION TYPE �� 1114" MAX. FROM PIN o PSF WITH B O WITH 810 1 u SPAN PRESSURE REFERENCE ANCHOR GUIDE TO BUSHING 62 113' 166" 12S IN. +/-30.1 PSF SCHEDULE FOR MAX. i�-1 WASHER {TYP.) W I07 157" 121 IN. +/-31.1 PSF SPACING 19 o �) 72 118 IN. +/-31.9 PSF 82 101 147' It __-j I 14x3/4"SMS @ 9"O.C. 1 j�- o M 115 IN. +/-32.7 PSF ---- ANGLE TO TUBE CONNECTION Q M A 92 95" 139" 1121N. +/•33.6 PSF ti � tIt Q-a.F M 102 90` 132 1 EXISTING '' 2" x 2" x(.125" t ca -' 110 IN. a/-34.2 PSF CONCRETE EMBED. 6063--T6 ALUM.TUBE ?m a 120 83 122° 107 IN. +/-35.2 PSF Z ISO +/-35BLOCK OR 5 CONNECTION TYPE -' 74" 109° 105IN. .9 PSF WOOD FRAMING REFERENCE ANCHOR o p 200 64" 94i' 103 IN. +/-36.5 PSF SCHEDULE FOR MAX. ;, = w C 1-1/2"MIN.FOR CONCRETE 101 IN. +/-37.3 PSF SPACING - p c: OR 6LOCK AND 3/4 MIN. 99 IN. +/-38.0 PSF S O0 - FOR w000 95 IN. +�39.6PSF Cb ALTERNATE BUILD OUT MOUNT SECTION o O o FASTENER @ 18"O.C. 92 IN /40.9 PSF N U. (USE ANY ANCHOR SHOWN 841N. +/-42.3 PSF SCALE : 3"= 1'- 0" iu IN ANCHOR SCHEDULE). 861N. +/-43.8 PSF o 0 c_83 IN. +/-45.4 PSF 81 IN. -1/-465 PSF ACCORDION SHUTTER w 78 IN. +/-48.3 PSF w m PER PRODUCT APPROVAL • 76 IN. +/•49.5 PSF m + 50.9 PSF 74 IN. - � CL x 2 x -t``t f +/-523 PSF 3/16 RIVET OR #12 .090"6063-T6 �J' F 70IN. +/--53.8 PSFqc APPLICABLE AT TOP N Q c• o , 2 AND/OR BOTTOM X z a A o a ca SMS dal 18"O.C. OR ALUM.TUBE TYP. ly G81N. +/-5S.4 PSF "" <� U. 1/4-20 NUT & SOLI 17 !7i �i' 66 IN. +/-57.0 PSF 2"OR 3" w Q m m N dL (TYP.). //- /16"Sb ALUM.POP � RIVET OR #12 SMS z ui -j U.` ° '0 v, ALUM. TUBE x 0 6063--T6 ALLOY @ 18" O.C. {TYP.) w [--i m 3 _tea 2"x 5"x 1/8" � H >>a 1/2"MIN. 3P 'P SEE TAB__ 8 a.e x 0 FOR SIZE. 2 FASTENERS x CONTINUOUS "-t'�,.�a SIE In-STABLE 4 I3 tail z 2"x 3"x%"x 2.17S" a x x EACH ANGLE ALUMINUM ANGLE FOR HVHZ = z v w CONTINUOUS OR 2"x i g co T'x 2"x.093" OPTIONAL ANGLE INSIDE V! o u1 I" THREE.3/16"O ALUM. ORIENTATION TYP. 17 GLASS SIE T N ,2 p z m 2"x�"x CONTINUOUS :52 wen 6063-T6 ALUM. 179. 00 =z 6F ANGLE,TYP o POP RIVETS OR OR DOOR Q a 0.Q 6061-T6 ALUMINUM :"-o 0 6 w 1? THREE#12 SMS,TYP TO ~ ANGLE N LL Nab 0 0 1" x 2" x 1/8" v EKED TO 0.9 MIN.THICK 6061-T6as N � 2 ALUM TRACK FASTENED 'W_c o OR 2" x 2"x 1/8" ANGLE FAST _ TO ANGLE WITH 1/4-20 W; 2� x, 48 a 13 ALUM.ANGLE t 16 EXISTING 3 KSI MACHINE SCREWS AT 3 cel j CONCRETE IIOST " C0PY1UGHFFRk%LBEKARWRE USE MALE OR FEMALE � � C4 CONNECTION TYPE FROM ENDS AND 9 O.C. LOCK-SLAT) awn - ' E • REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 13 13 SCHEDULE FOR MAX. %4'0 ELCO ULTRACONS 2-1/2 MIN. w �� EXISTING CONCRETE SCALE: - SPACING AT 3 FROM ENDS AND (OUTSIDE) EDGE DIST• 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTION: �, #1 x 1/2" GALVANIZEO WITH 1%"MIN PSI MIN) - OF, S.S. SMS, 3/16"0 ALUM. SIDE CLOSURE OPTIONS EMBEDMENT AND 2%z' CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET, OR 1/4-20 EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES - 1 3 v NTS M CHINE BOLT & NUT SCALE:3"= 1'-0" BLOCK OR WOOD FRAMING STAGGERED WITH 3" @ 18" D.C. MIN.SPACING,TYP. F BUILDOUT MOUNT EE INSIDE SILL MOUNT SECTION SCALE :NTS p C SCALE :3"= 1'-- 0" S ' `,�1�111111t/*fff Y C5 CONNECTION TYPE ��`i`` • 6Sa ,(y ,� REFERENCE ANCHOR EXISTING z FOR ¢5L SCHEDULE FOR MAX. STRUCTURE �, O 0:) SSF, FNTIAI. SPACING FOR AS�TI a 5„ MAX. A c�o n ACILITIES 1/4--20 MACHINES .. T n ' -gML& �w�- GLASS Cl CONNECTION TYPE GLASS AgU,nE o E TABLE m REFERENCE ANCHOR WlNUT (a� 12" O.C, , t OR DOOR �� w U U-- OR DOOR &FOR HVHZ w U3 19 SEE TABLE 4 t-u E-w>> SCHEDULE FOR MAX. #14 SMS (a1 6 O.C.- *' &FOR HVHZ E-•Q m SEE TABLE 2 to=p SEE TABLE 2 Z FOR MIN. 13 = w o SPACING !2" (TYP. TOP & 80TTC1�• D r F rn FOR MIN. 13 z w Q o SEPARATION =z z u „ '� SEPARATION X to to w .. TO GLASS w o Jf O /�� .•�`4= 1/4"-20 THRU BOLT W/ Q #12 x 1/2 SMS @ 12 O.C. X z o z m w —� ,�, o. , , ►�i�� LOCK NUT @ 12" O.C. OR TO G[AS �l--H Q OR 3/16"8 ALUM. POP <-J00 p to R 6 OR #12 x 1/2"SMS @ 12" O.C.E.S. RIVETS @ 6" O.C. OR 1/4"0 u to w o RR� t�"' 6" ALUM. POP Z o~ " 0 C. / pIM� d Z OR 3/1 95 w ALUM. POP RIVETS @ 12 Q o. o RIVETS @ 6 O.C. E.S. -� OR 1/4"�h ALUM. POP RIVETS \ 11 AND +� FOR ARA UJ m G. to U w 12" O.C. E.S. „ ASSEMBLY 1/4 MAX. FROM PIN ESSENTIAL, 13 >> rn Q w i` Z <'o f 1/4 MAX. FROM PIN 1/2 i/2"TYP. GUIDE TO BUSHING AF gU11ES F- _ o u t t1� z o a Og AND©0 GUIDE TO BUSHING WASHER (TYP.) o N Z +� w ►-a WASHER (TYP.) w SEE TABLE 4 ==Z u N p o R z GLASS &FOR HVHZ F- w ,�J th ASSEMBLY m TM oto,1 w M °W N 1/2" 1/2" YP. EXISTING CONCRETE, f 4 CONNECTION TYPE OR DOOR----ii SEE TABLE 2 z O Z m ,t 5 m o BLOCK OR WOOD FRAMING w REFERENCE ANCHOR U FOR MIN. � Cc Q Q N u�� -3 w / EDGE SCHEDULE FOR MAX. SEPARATION o a.I" to°% z y 3 CONNECTION TYPE DIST. TO GLASS u to w z REFERENCE ANCHOR SPACING AS SHOWN Q p Q �, EDGESCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) 9 DIS SPACING AS SHOWN REFERENCE ANCHOR 3 CONNECTION TYPE IN DIAGRAM ON PG. 10) SCHEDULE FOR MAX. w W m n SPACING. ALT.FASTENER o OR 6 R }�Q C m REFERENCE ANCHOR EXISTING CONCRETE, LOCATION. FRONT AND �' o � N of ` SCHEDULE F R MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REQ'D 2„ 0, ti/4" MAX.FROM PIN n o / SPACING. AL FASTENER WITH THIS LOCATION Cl CONNECTION TYPE ``�� GUIDE TO BUSHING M $ ® LOCATION. FRONT AND REFERENCE ANCHOR WASHER (TYP.) \ 1/4"MAX.FROM BACK ANCHORS NOT REQ'D INSIDE MOUNT SECTION 0 ' B SCHEDULE FOR MAX. 19 � � tocn � WITH THIS LOCATION SCALE : 3"= 1'- 0" SPACING w PIN GUIDE TO 5 CONNECTION TYPE -a A INSIDE MOUNT SECTION SCHEDULE FOR MAX. Na-2 o BUSKING WASHER O REFERENCE ANCHOR CID 1 (TYP.) SCALE 3"= 1'- 0" EXISTING CONCRETE, SPACING o_ z a0 M r ` NOTE: FOR DETAILS A, B, D. AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. a-�.� x J THE BASE TRACK MAY BE INSTALLED IN SECTIONS Z'5 b m LL WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS Ca BUILD OUT MOUNT SECTION -.O°�z Z w A MINIMUM of TWO SETS OF ANCHORS AND IS A a `----- TYP. BOTTOM MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE: 3 1'- 0" � x toQ c� USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING f OVER THE GAPS BETWEEN SECTIONS• /.- o EXISTINGLu cn EXISTING CONCRETE, STRUCTURE -,:- m g `° BLOCK OR WOOD FRAMING EDGE DIST• 4 CONNECTION TYPE C2 CONNECTION TYPE W/ EXTRUSION 2 Q EMBED. 1 CONNECTION TYPE a REFERENCE ANCHOR EMBED' 5 CONNECTION TYPE W/ EXTRUSION 1 ca REFERENCE ANCHOR w SCHEDULE FOR MAX. REFERENCE ANCHORami SCHEDULE FOR MAX. 0° EL v .6 SPACING SCHEDULE FOR MAX. o s SPACING AS SHOWN • "" SPACING -� 1416 � IN DIAGRAM ON PG. 10) 1!2„ O1 ORO C! Cw7 c 3 4 AESSEISTM iAL wW t-w o Z A�gi.ITIES w F-J m (Y Z GLASS w OR DOOR �FIR HVHZ 13 I~- =W o ar F'w n, ,. „ " o vI FOR ASL J m a co�� L 1/2 w #12 x 1/2 SMS @ 12 SEE TABLE s x r £ NT1AI. w w>> a S ' � "N w n or J m O.C.OR 3/16"0 ALUM. FOR t/� a N ACll1T1ES 13 t~- =w Cf- MIN. w>>o` POP RIVETS @ 6" O.C. STO Cf ASS PAR ?C z m m m, •. „z pS� oa Z m GLASS OR � o i�z�- � FOR m H =-Ln w o OR 1/4"0 ALUM. POP Q Q Q DOOR FOR HVHZ o 0 w 5 Ee le 2 ASS 1111Fs E 13 X=z v v- RIVETS CO) 12" O.C. U th F- FOR ERIN. X z o z m 3 zGLA 3 O R DSOO R---� TABLE 4&FOR to 0 to J ATO�SS Q--1 uJ O Q tQ- o Y Y Y HVHZ SEE TABLE 2 N. X w 0 Z Q - E ulk FOR — — � 0 1/4-20 S.S. MACHINE Q J o nQ.I- O AND® 1/4" MAX.FROM PtN Q �>< SCR>=W & NUT @ GLASS u N ASSEMBLY 1/2" 1/2 GUIDE TO BUSHING 12" O.C. Q o TYP. WASHER(TYP.) w t '� r 006 ` 0 1/4 MAX. FROM PIN T 1/4"MAX. FROM PIN m �' o GUIDE TO BUSHING a��W ---C4 CONNECTION TYPE 1/2 X GUIDE TO BUSHING w �1 0R0 WASHER (TYP.) < AI cy WASHER (TYP.) EDGE 3•- REFERENCE ANCHOR gAIM SCHEDULE FOR MAX. C2 CONNECTION TYPE W/ EXTRUSION 2 a 5 6 : EXISTING CONCRETE, DIST. lPYWllTFMV(LBEWM0P.E z m BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/ EXTRUSION 1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR 15-2338 H � OR REFERENCE ANCHOR SCHEDULE FOR MAX. scat.E: - 4 CONNECTION TYPE #12 x 1/2 SMS @ 12 SCHEDULE FOR MAX. SPACING 3" x 3" x 1/4" CONT. REFERENCE ANCHOR SPACING. ALT. FASTENER PAGE DESCRIPTION: �' 6063-T6 ALUM. ANGLE O.C. OR 3/16 Pl ALUM. LOCATION. FRONT AND EXISTING CONCRETE, - (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS a@ 6 O.C. BACK ANCHORS NOT BLOCK OR WOOD FRAMING _ SPACING OR 1/4"P! ALUM. P WITH THIS LOCATIONREQ'D of AS SHOWN DASHED) RIVETS @ 12" O.C. D WALL MO NT SECTION E CEILING / INSIDE MOUNT SECTION F WALL/BUILD OUT SCALE :3"= 1'- 0" SCALE : 3"= 1'- 0" SECTION - SCALE ; 3"= 1'- 0" FOR ASTM ESSENTIAL •' ' i �� ACIUTIE SEE TABLE 4& c: EXISTING 1/4-20 ' FOR H1MZ SEE TABLE 2 w cn ALT. LEG DIRECTION GLASS OR MIN. SEPARATION TO zo-� o. STRUCTURE MACHINE O i 7 �-•; t3 2� (2) 6063-T6 ALUMINUM BOLT W/NUT OR GLASS ❑❑ M ANGLES PER BEAM END, 12" D.0 OR Z DOORw o= ,I SIZE PER SPAN TUBE #14 x 3/4" r • t- tn 0 1/ 4"0 ALL SCHEDULE SMS 6" O.C. SPAN TUBE SCHEDULE <Z a POINTS SOLID Tfi ` o SET ANCHORS SPAN TUBE NUMBER OF =w Q �• ALLOWABLE TUBE NUMBER OF MINIMUM ANS •' UJ n. _j WITH 7/8 MIN. - PER DESIGN ANCHORS PER In X to to z EMBEDMENT IN - TUBE SHUTTER SPAN THftU-BOLTS ANGLE LENGTH � PI-0 U CONCRETE OR ACCESS HOLE SCHEDULE SIZE SPAN lw N BLOCK, 3" MIN in •' TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM � ��+��z w SPACING AND � p.. - Z I-- ❑ 3" MIN EDGE _ TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE • A X ` W DISTANCE. - Z W 60 123.8 135.2 2 2 2 3 4 7 Z LU3>U w a X 5 6 0 0 0.125" 96" 101.7" 106,9" 2 2 3 3 7" 7" {{� << LL Z .O •- W 123" 89.9" 94A 2 2 3 3 7" 7" •��+ t on to w h 0 -1 y 3" MIN. 1416 0 u m 60" 129.1" 157.0" 2 2 2 3 4„ 74 �L��.tt. NO S U z 6 I m ED. DIST. FOR SZ}.f ESSENnAI I11F.S 13 u W p 2k6'k 96" 114.8" 124.1" 2 2 3 3 7' 7" iu M m SEE TABLE 4 ZC FOR HVEIZ SEE Q Z t 0.125 123" 102.8" 109.6" 2 2 4 4 10' 10 LL^ a I Ul R cn -E. N = 1/4" M X.FROM PIN GUIDE TABLE 2 FOR MIN. SEPARATION W Q W so" 136,0" 196.9" 2 2 3 3 7" '!" rn Y � TO BU RING WASHER (TYP.) GLASS to to� o w" z O R DOOR TO GLASS V1 m 2 k8 X 96" 122.7" 155.7" 2 2 3 4 7 10 �0 W �. TWO 1/4"0 WOOD 1/4"0 THRU BOLTS =�� 0'125 123" 115.4" 137.5" 2 3 4 5 i0" 13" '�� a LAG SCREWS @ 24" SEE BEAM I- 60" 158.1" 240.0" 2 2 3 4 7" IV, a O.C. MAX. WITH 2" 3" MIN. SCHEDULE FOR z? 2"x10"x „ a THREADED PENETRATION ED. DIST. EQUIRED NUMBER W 0.1875" 9s 140.6 229,9 2 3 4 8 10" 18" 0D "T" INTO CENTER OF STUDS --t= 123" 132.2" 203.1" 3 4 5 7 13" @Q •� SPAN TUBE SCHEDULE NOTES: `n 14 SMS MIDSPA BETWEEN 1/4 MAX.FROM PIN GUIDE n o' EMB. "T• @ - 14 16 TO BUSHING WASHER(TYP. 1. USE 2°x3'xI 4 OR 2"x5'xi "ANGLES FOR 2"xS"&2"x6"BEAMS. �"� 4 STUDS FOR TRACK 0 1" x 4" 1/4"0ALL 2. USE 2"x5"X1/4"ANGLES FOR 20x8"&2"XIO"BEAMS. r' PLYWOOD & TUBE CONNECTION POINTS SOLID i 3. USE BEAM SCHEDULE FOR DETAIL J. r STUCCO FINISH 1" x 4" x .125" SET ANCHORS m IN __ ' SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN •- I" x 4" 6 ALUM. TUB WITH 7/8" MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS,WHERE USED a o'� I EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. F-p`_N CONCRETE OR S. SPAN TUBES MAYBE USED IN A MID-SPAN CONDITION WITH " a fn THIS DETAIL TO BE USED WHEN STU SPACING BLOCK 3 MIN 1/4-20 MACHINE BOLT 7,c s ¢ cq J, EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. W/ NUT @ 12" O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN i o M SPACING AND 3" I VI (2) 6663-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, o;�: o; u- OR #14 x 3/4" SMS @ ANCHORS,ANGLES AND BOLTS) WITt{THE SHUTTER SPAN TAKEN �z i3 m w IN EDGE '1 ANGLES PER BEAM END, , WALL MOUNT SECTION THIS DE AIL MAY DISTANCE. SIZE PER SPAN TUBE 6" O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. z w ( (; ) SCHEDULE Q 6. LAP BEAMS ARE NOT ALLOWED.SCALE : 3"= T- 0" ALSO E USED EXISTING ACCESS HOLE a AT TOP STRUCTURE ALT. LEG DIRECTION 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. EMBED. j MAX. DESIGN LOAD = 72 PSF m g BEAM SPAN SECTION cc cn r W - SCALE : 3"= 1'- 0" T N --GLASS H o o FOR ASTM ESSFNnAL OR DOOR FAaUTIES SEE TABLE 4& 13 3 to 3: E! FOR HVHY SEE TABLE 2 u EXISTING WOOD r' 0 m FOR MIN. SEPARATION TO Z TRUSS OR RAFTER 1/2" 3.. 1/2' LLGLA SS X Q @ 24" MAX. O.C. --1/2"i-1/2' Q a / �� S� W to EXISTING FINISH X N min ,; MATERIAL a a a t F o nc� ov u ' 6 1/4" MAX. FROM PIN GUIDE " " ' ''" � ❑ � � Q�Is ` 1 x 4 x 1/8 6063-T6 TO BUSHING WASHER (TYP.) t t i t t ca m co -► v � 14 16 ALUM. TUBE W/ THREE t t t t t t j x J_j to 1/4"TILE(TYP.) t t t t t W r z u -{ 1/4 Dl WOOD LAG t t R TE 1 - FINISH MATERIAL SCREWS WITH 2-3/4" pt-�E N�'� 3 z �} t t t o S%A x a . r`Re 2 3/4"PLYWOOD MINIMUM THREADED / In PENETR. "T" IN WOOD �� f• 1/4"0 A325 GRADE THRU BOLT @ 7" O.C. @ 1 µ EACH RAFTER OF TRUSS I Hk OR 5/16"0 A325 GRADE THRU BOLT @ 12" O.C. \ �� GALV. OR S.S. 24" O.C.MAX.WHERE C 5 6 ` ; ffl TUBE EXTENDS BEYOND HA - ELCO ULTRACON TO CONCRETE/CMU to 2" x 5" x 1/8" 6063-T6 CC U, o a = EK U 4�•' 5" O.C. W/1-1/4" MIN. EMB. 6", EXTEND TUBE TO LAST TRUSS MORE Tf-w ALUM. ANGLE W/ THREE N 1/4"0 Q ••= OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8" NEXT TRUSS, w w t--�tr► w*-- � W�� 1/4"0 WOOD LAG . T '' MIN. EMB. IN WOOD SG=0.42. TO 0.55. t~--In x w o SCREWS WITH 2-3/4" COPYRIGHFFI�IMLBEMU1R RE 1/4-20 S.S. MACHINE SCREW ` 13 0 s N= MINIMUM THREADED 12" O.C. IN BETWEEN TRUSSE� W F-p In w PENETR. "T" IN WOOD (a7 15`2338 WITH 1/2"0 ACCESS HOLE ON EXISTING CONCRETE, �.;: BACKSIDE OF TUBE OR #14 SMS X z❑z m EACH RAFTER OF TRUSS, scnce: - " HOLLOW BLOCK OR 2" x 5" x 1/8" CONT, w D+ Q HOLLOW FRAMING. SEE r,� ALUM. ANGLE (60b3-T6) @ 6" O.C. MAX. IN BETWEEN Q�0(L F- 24" O.C.MAX. WHERE PAGEUESCRIPTION: WOOANCHOR SCHED. BASEDJ v to ANGLE EXTENDS BEYOND ON TYPE OF STRUCTURE Q LAST TRUSS MORE THAN E 6", EXTEND ANGLE TO OF Q (M X. DESIGN LOAD t 72 P.S.F.) NEXT TRUSS. °' PASS THRU DETAIL (MAX. DESIGN LOAD 72 P.s.F.} TRUSS MOUNT SECTION o tn O SCALE : 3"= 1'- 0" K SCALE : 3 1'- 0" r *0tNN li\ K. 0 GLASS OR �` • DOOR FOR A-O ESS N�M FACIDTIES SEE TABLE l I 4 ; .. z • .. 4&AOR JiVdZ SEE _ _ I -- ` -- ( OF S S O R TABLE 2 FOR MIN. I__ `� � �•, t't1 tai GLA m SEPARAMON TO GLASS Q -� - I *ja �U •b GLASS OR p j DOORLL DOOR '"'00- FOR ASTIR a o N Z F m IF] 0:w}- SE 7lA w•' NC1 �" oz SR to LJ FACIU &FOR w tSEE ~- to 4" MIN. •a:n: .. AaF -7t(IES SEE t-U vt T w D m tq Q u�-• '7 = X TABLE 44 �c FOR Q Z 2 fOR MI . to Q 13 z W L j Uw �ti 2 FOR MR. ux w a cc o SEFFARA1 w TO z`. RADIUS HEAw 0: DER MOUNTED z <6 - 0 tL <o sEPARA110H TO X v,tA o ci ;a PARTIAL ELEVATION Z N o o w Z GLASS a y J z°w Cl CONNECTION TYPE a SCALE: 3 - 1 0 �+ E i-Ld mQ 13 J u REFERENCE ANCHOR H M m ,. 3 U-q i '13 Z t t' u Z SCHEDULE FSPACING j .250 N� tn Y J z 28 Q Q 1r O ID W Q: z 20 .250" 0- w i 8 ri 0 a o" C6 CONNECTION TYPE t7~ E B. 1 8� 1/4"0 TAPCON @ 24 REFERENCE ANCHOR w- N p,C.WITH 1-1/4" MIN. �--- SCHEDULE FOR MAX. ; EMBED. o SPACING EXISTING r; in2 STRUCTURE d Pcq 9 / EXISTING CONCRETE R E GE E w 1/4" MAX.FROM PIN \ BLOCK ONLY.WOOD DIST. °Q �� EXISTING HOST STRUCTURE O WALL M UNT SILL EXISTING FINISH � GUIDE TO BUSHING �� W cq FRAMING & WOOD A CHORS ATERIAL M NOT ACCEPTABLE / O SCALE :3"= 1'-- 0" - •z ••: - WASHER (TYP.) W �' o / '� INTERVALS fai.•''�:� ;�•e�:, "_, •. :?s y' v� OL a 0 2., qR@CUT IN 4 INTE F L. rn OR TRACK DETAIL FoR U E(SEE N Q M EDGE \ DECORATIVE FLO DETAIL P1 FOR ADDITIONAL F;; .; o o M DIST. \ SCALE =3"= 1'-- 0" INFO}. TYP.TOP & BOTTOM. z\ EACH 4' CUT y= a�'h o.a°' oZ m LL I SILL DETAIL \ FASTENER @ c�o � = "m` zaR @RECESS ,- 0„ SEE ANCHOR SCHEDULE BASED n a,4 m o SCALE : 3 1 / ON C4 CONNECTION TYPE TO °» a N M o`'- cu 7-a � �rnwn�o ¢w VERIFY ANCHOR SPACING v� o cn a o ' IS ACCEPTABLE i3 w vi v� w80 o _ i/4"MAX FROM ,Z,, ,,,ti.y,;r,; ¢ o 0 0 0 o c G tat T-\ir;�'a',� '�•:t. (n/1 t t ( t 1 Q p4.[] a PIN GUIDE 70 j , n.o i a0 p) N o � o e z t1 g a BUSHING WASHER a ,; 0 vi v�h»v�v� 0 m .c) (?YP.) :e'er ¢ J5 ' U — - ' `� �� w ''� 1/4" MAX. FROM PIN GUIDE + o a 1/2., TO BUSHING WASHER (TYP.} •a � z �'' 1/4-20 MACHINE BOLT i EXISTING '� W/ NUT @ 2" O.C. % TYP. 80TTOM STRUCTURE '�: L1g CUT AT INTERVALS T EXISTING FINISH FORM CURVE (SEE DETAIL ) MATERIAL I CONNECTION TYPE �'`"''� s' o REFERENCE ANCHOR o � SCHEDULE FOR MAX. SPACING (FASTENER 4s (al EACH 4" PIECE X ¢ P CURVED TRACK SECTION DETAIL CO) ,. .. ,� 1,•x1"x1/8" & 1"x2"x1/8" a 3 LL 1x1 x1/8 & 1 x2 x1/e b063-T6 ALUM. ANGLE CUT TO SCALE :3"= V-- 0" 6063-T6 ALUM. ANGLE CUT TO A,c Y x a , iso— y MATCH 0 PROVIDE SUPPORT MATCH AND PROVIDE SUPPORT PZ OF CUT NUTTER EXTRUSIONS OF CUT SHUTTER EXTRUSIONS g P FRONT AND BACK. WHERE �` FRONT A D BACK•WHERE FRONT OF EXTRUSION IS i P� FRONT 0 EXTRUSION IS T�_ �0� " CONTINU US REINFORCEMENT CONTINUOUS REINFORCEMENT ,` �;o o a IS NOT R AUIRED. -IS NOT REQUIRED. r F ^ j � O w ®O „ 30 vN', y !n COPYRIGHT FRANKt.BER MDO PLE incl ° 15-2338 ° o APPRO EO MOUNTING MB APPROVED MOUNTING - M8 CONDI ON,MIN. OF TWO PER CONDITION, MIN. OF TWO PER scAtt: > PIECE APPROVED FASTENER AND ppG1:bESCRTP?ION: APPROVED FASTENER AND SPACING WITH A MINIMUM OF - SPACI G WITH A MINIMUM OF TWO FASTENERS PER CUT v TWO F STENERS PER CUT PIECE PIECE TYP. ALTERNATE SECTION FOR SHUTTERS TYP. SECTION FOR SHUTT RS (@ SCALE-. 3" @SCALE: 3` = 1'-0" N O v n_ ANC[- OR. SCHEDULE: CON RETE E ,,.E. 2 x S (TYP.) 2 x S (n� OUTSIDE .;`� �`'i, TOP FLANGE ANCHOR (SEE SPACING : d� 2,5"MIN EDGE DISTANCE SECTION X) � • Sans To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" '� 17 `L LOAD CONN TYPE CONN TYPE CONN TYPE 0 O ANCHOR (psf) + CI C2 C3 C4 CS C6 C1 C2 C3 C4 C5 C6 C1 C2 C3 C4 CS C6 1/4"1TW TAPCON OR ELCO 48 16.0 16.0 16.0 16.0 IG.O 16.0 16,0 16.0 10.5 10.0 IG.O 13.0 15.5 Ib.O 6.511 6.0 9.5 9.0 ULTRACON WITH 1-3/4" 67. 16.0" 16.0" 12.5' 12.0" 16.0" 14.5" 16.0" 16.0" 8.0" 7.0" 13.0" 10.0" 11.0" 10.01' 5.0" 4.0" 6.0" 7.0" •� '�'� �F EMBED(3192psi MIN CONC) 72 16.0" 16.0" 10.0' 9.5" 16.0" 12.5" 15.5" 16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0'f 1 x S(TYP.) 1 x S INSIDE 3 OR HEADER / SILL =; •, M ; • BOT. FLANGE ANCHOR (SEE SPACING ' •• %b 110 14F1 top it v wnp.. .5" 14.5" 6.0' 5.5" 8.5" 8.5" 9.011 7.5" 4.0" 4.5" 6.0" 7.5" 6.0" 5.0" SECTION X} �'' # o 200 7.5 6.0 5.0 7.5 6.0 5.0 7.S G.0 5.0 1/4"MILLENIUM h1IlLFAST 48 16.0" 16.0" 16.0' 16.0" 16.0" 16.0" 16.0" 1G.0" 11.0" 10.5" 16.0" 14.0" 14.5" 14.5" 6.5" 6.0" 9.0" 9.5" SIDE CLOSEST TO OPENING �/jj I'�:•�.� •��,^ ' AUA 0" 16.0" 15.5" 16.0" 16.01' 8.0" 7.0" 12.0" 11.0" 10.0" 9.0" 5.0" 4.0" 5.5" 7.5-8 R� m? WITH 1-3/4"EMBED(3275psi 62 16.0 16.0 13.0 12. { + e : MIN CONCRETE) 72 16.0" 16.0" 10.5' 9.5" 16.0" 13.5" 14.5" 14.5" 6.5" 6.0t' 9.0" 9.S" 8.5" 7.01114.01- 4.5" 6.5" NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. �• >U -- X = 'Y >U � W �a: 110 13.0" 13.0" 6.0' S.5" 8.0" 9.0" 8.0" 7.0j1 4.0" 4.5" 6.0" 6.5" 5.511 .5.511 SPACING DIAGRAM FOR C1 CONNECTION TYPE: (� 4¢ L9 < - �, 200 6.5" 5.5" S.5" 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" t m $ z o 0 �� „ „ „ „ „ - C1 CONNECTION TYPE USING PIECE 123 OR Q Z 4 1/4"ELCO CRETEFLEX 554 48 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 1G.0 15.0 16.0 16.0 16.0 16.0 10.0 8.5 12.5 14.0 N09 W/211 EMBED(3350psi MIN 62. 16.01' 16.0" 16.0' 16.0" 16.0" 16.0" 16.0i1 16.0" 12.0" 10.5" 16.0" 16.0" 14.5" 13.5" 7.011 b.S" 8.0" 11.0" w ' >i w n w cn CONC) 72 16.0" 16.0" 15.51 14.5" 16.0" 16.0" 16.0" 16.0" 10.0" 8.5t, 12.5" 14.0" 12.0" 10.5" 6.0" 5.0" 6.5" 9.5" u- M `� 7 / 8 COMBINATION 3"'';5>3: � 110 16.0" 16.0" 9.0 8.0" 11.5!1 13.0" 12.0" 10.011 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" M °^ Y 1t 11 t1 11 2 x S(TYP.) 11 / 1 COMBINATION 0 w� z u, 200 10.0 8.0 5.0 4.0 S.0 8.0 10.0 8.0 5.0 4.0 S.0 8.0 Io.O 8.0 5.0 4.0 5.0 8.0 9 / 10 COMBINATION w Q 01"MIN EDGE DISTANCE b 1/4"ITW TAPCON OR ELCO Cl C2 C3 C4 C5 C6 CI C2 C3 C4 C5 C6 CI C2 C3 C4 C5 C6 0 a ULTRACON WITH 1-3/4" 48 16.0"116.0t' 7.5' 7.5" 16.0" 7.5" 16.0" 16.0" 5.0" 4.5"116.01, 5.5" 15.0" 15.5" 9.5" °DEMBED(3192psi MIN CONC) 62 16.01' 16.0" 5.5` 5.5" 16.0" 6.0" 16.0" 16.0" 12.5" 4.0" 10.5" 9.5" 6.0" BED(3192psi MIN CONC) oi 72 16.0" 16.0" 4.51 4.5" 16.0" 5.0" 15.0" 15.5" 9.5" 9.0" 7.5" 4.5" tni 0110 14.0" 14.0" 8.5" 8.5" 7.5" 4.5" 7.0" 6.0" 1 x S (TYP.) 2 x S(TYP.) m 5d 200 7.0" 6.0" 7.0 6.0 7.0" 6.0" „ 11 11 .1 If fl 1, n 11 /1 If 11 NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. U1 �- IT 1/4"hIILLENIUM MILLFAST 48 16.0 16.0 13. 13.0 16.0 13.5 16.0 16.0 8.0 7.5 16.0 9.5 11.5 11.5 4.S 4.0 7.0 6.5 m� WITH 1-3/4"EMBED(3275psi 62.. 16.0" 16.0" 9.0' 8.5" 16.0" 10.5" 14.0" 15.0" 5.5" 5.0" 9.5" 7.5" 8.0" 7.511 4.51' 5.0" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: ce-� .MIN CONCRETE) 72 16.0" 16.0'' 7.5' 7.0" 16.0" 9.5" 11.5" 11.5" 4.5" 4.0" 7.0" 6.5" 6.5f1 S.5" 4.5" - C3 CONNECTION TYPE USING PIECE Q WITH OUTSIDE •• In -�y � w ; 110 10.5" 10.5" 4.5' 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" 5.5" 4.5" ANCHORS ONLY �� ¢ tu- 200 5.5" 4.5" 5.5" 4.5" MEE5.S" 4.511 -- C4 CONNECTION TYPE USING PIECE ® OR f1? WITH O o M v OUTSIDE ANCHORS ONLY 1-1/4"MIN EDGE DISTANCE I D'--' m u. z 1/4"ALL-POINTS SOLID-SET v ANCHOR W/7/8"EMBED& CI C2 C C4 C5 C6 Ci C2 I C3 C4 CS C6 C1 C2 C3 C4 C5 t6 ANCHOR NOTES: Z < U w P 1/4-20 SS MACHINE SCREW 48 16.0" 16.0" 9. 9.5" 16.0" 10.0" 16.0" 16.0" 6.0" 5.5" 16.0" 7.0" 10.5" I1.O" 3.5" 3.5" 6.5" 4.5" (3000psi MIN CONC) 62 16.0" 16.01! 7. b.S" 16.011 8.0" 13.5" 14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0" 4.011 3.5i1 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGER 11 „ „ „ „ „ „ ., ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ��f, w o 72 16.0 16.0 S. 5.5 16.0 7.0 10.5 11.0 3.5 3.5 6.5 4.5 6.0 5.5 3.0 3.0 LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). • 110 10.0" 10.0" 3. 'r 3.0" 6.0" 4.5" G.0" S.0" 3.0" 3.0" 5.0" 4.011 E m it 11 1• +� 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o g 200 5.0 4.0 5.0 4.0 5.0 4.0 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a 0 3"MIN EDGE DISTANCE EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECTS PAN GREATER u_ 1/4"ALL-POINTS SOLID-SET Q N ANCHOR W/7/8"EMBED& Ci C2 C C4 CS C6 C1 C2 C3 C4 C5 C6 C1 C2 C3 C4 C5 C6 THAN OR EQUAL TO SHUTTER SPAN. cu 1/4-20 SS MACHINE SCREW 48 16.0" 16.0" 16. " 16.0" 16.0" 16.0" 16.0" 16.0" 14.0" 13.0" 16.0" 16.0" 16.0" 16.0" 8.5" 7.5" 11.0" 12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (3000psi MIN CONC) 62 16.0" 16.0" 16). 15.0" 16.0" 16.0" 16.0" 16.011 10.0" 9.0" 15.0" 13.5" 12.5" 11.5" 6.0" 5.51' 7.0" 9.0" � 72 16.0 16.0 13. 12.0 16.0 16.0 16.0 16.011 8.511 7.511 11.011 12.011 10.5 9.0 5.0 4.5 5.5 8.0 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE • 110 16.011 16.0" 8. 7.0" 10.0" 11.0" 10.5" 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 200 8.5" 7.0" 4. 3.5" 4.5" G.5" 8.5" 7.0" 4.0" 3.5" 4.5" 6.S" 8.5" 7.0" 4.0" 3.5" 4.S" 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 2-5/811 MIN EDGE DISTANCE CONNECTION TYPE. cx 1/4"POWERS SS DROP-IN �„,y 0 • W/1/4-20 SS BOLT AND C1 C2- C C4 C5 C6 CI C2 C3 C4 c5 C6 Ci C2 c3 C4 C5 Cb 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ; LL 1"EMBED(3000pSI I4IN 48 16.0" 16.0" 16.)" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 9.5" 16.0" 13.0" 12.0" 12.5" 6.0" 5.5" 7.S" 9.0" ONLY. • CONC) 62 16.0" 16.0" 12. " 11.0" 16.0" 14.5" 15.0'1 16.0" 7.5" 6.5" 10.0" 10.5" 8.5" 8.0" 7.0" m f� „ „ t1 „ 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED o x o 5 77. 16.0 16.0 9. 9.0 16.0 12.5 12.0 12.5 6.0 S.5 7.S 9.0 7.0 6.0 6.0 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. EMBEDMENT Y m m m ti g,ea, v s 110 11.0" 11.0" 5. " S.0" 6.5" 8.5" 7.0" 6.0" 6.0" 5.5" 5.0" x-' IL LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER u.ii u. 0 200 5.5" 5.0" 5.5" 5.0" 5.5" S.0" FINISHES. z `' 3-1/2"MIN EDGE DISTANCE ; � 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o x x x� 1 a�� i/4 POWERS SS DROP-IN eq W/1/4-20 SS BOLT AND CI C2 C C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING .F tO i"EMBED(3000psi MIN 48, 16.0 16.0" 16. " 16.011 16.01/ 16.0" 16.0" 16.01' 11.0" 10.0'1 16.0" 14.0" 13.0" 13.0" 6.5" 5.5" 8.0" 9.511 MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR o s CONC) 62 16.0" 16.0" 13. " 12.0" 16.0" 15.5" 16.0" 16.0" 8.011 7.0" 10.5" 11.0" 9.0" 8.0" 5.0" 5.0" 7.5" SIDE CLOSURE PIECES. - `-•'N cn V'z 4= w 0 13. a o ,�AF< 72 16.0" 16.011 io S" 9.5" 16. 5" 13.0" 13.0" 6.5" 5.5" S.o" 9.51' 7.5" 6.5" 6.5" 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER �y� �;x� " " " Vl:j (° h 1 -� 110 12.0" 11.5" 6. " 5.5" 7.0" 9.0" 7.5" 6.511 6.S" 6.0" 5.0" 5.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2 x 4 (MIN. W000 STUD.3/4 Y,,, EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL a°C ` 200 6.0" 5.0" S.5" 6. 1, 11 g" b,0" S.0" 5.511 a fv' 0 S.0 5. HAVE PHILLIPS PAN HEAD OR HEX HEAD. wke 11 o 2"MIN EDGE DISTANCE a�� , � l6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN #12 SMS W/2"EYEWALL Cl C2 C4 CS C6 C1 C2 C3 C4 C5 CG C1 C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER COPYRIGNCFMNXLBENAARDORE ARMOR INSERT W/20 EMBED 48 16.0" 16.01! 13,0" 13.0" 16.0" 13.5" 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 14.5" 15.0" 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. - 15-2338 (2000ps1 MIN CONC) 62 16.0" 16.0" 9. 9.011 16.0" 10.51, 16.0" 16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" 0 ,� Ir ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, SCALE: 72 16.01f 16.0 8. 7.S„ 16.0„ 9.5 14.5 15.0„ S.0 4.5 9.0 6.5 8.5„ 7.5 3.0 4.5 4.5 p 5 4.0 7.0 5.5 3.5 3.5 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESCRIPTION: a 110 13.511 13.5" 4. 't 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4. " " 1f " ' _ 200 7.0 5.5 3.5 3.5 7.0 5.5 3.5 3.5 7.0 5.5 3.5 3.5 NUT OR WASHER WINGNUT. tl I1 11 „ 11 11 11 II 11 11 If 11 48 16.0" 16.0" 16 0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.5" 11.0" 16.0" 14.0" 16.0" 16.0" 7.0" 6.5" 11.5" 9.51, E 912 SMS W/2.75"EYEWALL 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. • 0 11 11 I. " ,1 " 11 " /r 11 ,1 11 11 .1 it ARMOR INSERT W/2.5" 62 16.0 16.0 135"113.0"116.0" 15.5 16.0 1G.0 8.5 8.0 16.0 11.0 13.5 12,0 S.5 4.S 7.5 7.5 VV EMBED(2000ps1 MIN CONC) 72 16.0" 16.0" 11 0" 10.5" 16.0" 1.3.5" 16.0" 16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO ` ", DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL O N i 1 o 16.0" 16.0" 6. 6.0" 10.5" 9.0" 11.0" 9.5" 4.5" 4.0" 5.5" 6.0" 9.0" 7.5" 3.5" 3.0'- 4.5" 5.0" _ 200 9.0" 7.5" 3,5" 3.0" 4. If " 1/ 11 1, CONCRETE SCREWS TO HOLLOW BLOCK 5 5.0 9.0 7.5 3.5 3.0 4.5 S.0 9.0 7.5 3.5 3.0 4.5 5.0 • Iu5,11J pw" ANCHOR SCHEDULE: CON RETE CONT. 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE •� I Spans U To 6 0 Spans Up To 8'-8" Spans Up To 13-0 Spans Up To 6'-0"_ Spans Up To 8-8 Spans Up To 13-0_ S �t 7 . G CONN TYPE CONN TYPE 9 LOAD CONN PE CONN TYPE CONN TYPE CONN TYPE O ANCHOR (psf) i c- C1 C2 C3 C4 C5 Cb C1 C2 C3 C4 C5 C6 CI C2 C3 C4 C5 CG C1 C2 C3 C4 CS C6 C1 C2 C3 C4 C5 C6 C1 C2 C3 C4 C5 4 cu 5J16"I7W TAPCON XL WITH 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 1G.0" 15.0" 13.5" 16.0" 16.0" 16.0" 16.0" 9.0" 8.0" 11.5" 12.5" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.0" 14.0" 16.0" 16.0" 16.0" 16.0" 9.0" 8.01' 12.0" 13. ' e a u " " " " " " " " u " " " " " 1' u rt 11 n fr " u 11 " " " rr ,1 u n 1. .1 u. u • (JTOF • +� 1-3/4"EMBED(2899ps(MIN 62 16.0 16.0 16.0 16.0 16.0"116.0" 16.0 16.0 10.5 9.5 15.5 14.5 13.0 12.0 6.S 5.5 7.5 10.0 16.0 16.0 16.0 16.0 Ib.O 16.0 1b.0 16.0 11.0 9.5 16.0 15.0 13.5 12.5 b.S 6.0 7.5 10.01 w N cn •• CONC) 72 16.0" 16.0" 14.0" 13.0" 16.0" 16.0" 16.0" 16.0" 9.0" 8.0" 11.5" 12.5" 11.0" 9.5" 5.511 4.5" 5.S" 8.5" 16.0" 16.0" 14.5" 13.0" 16.01' 16.0" 16.0" 16.0" 9.0" 8.0" 12.0" 13.0" 11.5" 10.0" 5.5" 5.0" 6.0" 8.51 0 F �95F,4 `i' 110 16.0" 16.0" 8.5" 7.5" 10.5" 12.0" 1o.S" 9.0" 5.5" 4.5" 5.5" 8.5" 9.0" 7.5" 4.5" 4.0" 4.5" 7.0" 16.0" 16.0" 8.5" 7.5" 10.5" 12.0" 11.0" 9.S" 5.5" 4.5" 6.0" 8.5" 9.0" 7.5" 4.5" 4.0" 4.5" 7.S" //� � .cn• y4 200 9.0" 7.5" 4.5" 4.0" 4.5" 7.0" 9.0" 7.S" 4.5" 4.0" 4.5" 7.0" 9.0" 7.5" 4.5" 4.0" 4.5" 7.0" 9.0" 7.5" 4.5" 4.0" 4.S" 7.5" 9.0" 7.5" 4.5" 4.0" 4.5" 7.5" 9.0" 7.5" 4.5" 4.0" ,4.5" 7.S" ��I � ��(�� 6"ELCO ULTRACON WITH 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 1S.S" 16.0" 16.0" 16.0" 16.0" 10.0" 9.0" 12.0" 15.0" 16.0" 16.0" 16.0" 16.0" 16.0"116.0" 16.0" 16.0" 16.0" 16.0" 16.0",16.0 16.0" 16.0" 11.0" 9.519 13.5" 16.0" ,ithim"&o w 5/1 'z-A- a" t u , e, u u , " 1 1-3/4"EMBED(3SOOpsI MIN 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" ib.0" 12.0" 11.0" 16.0" 16.0" 14.0" 13.0" 7.5" 6.5" 8.0" 11.5" 1G.0" 16.0" 16.0" iG.O" 16.0" 1G.0" 16.0" 1b.0" 13.0" 12.0" 16.0' 16.0 15.5 14.0 8.0 7.0 8.5 12.5 W= -• X " CONQ 72 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.0" 9.0" 12.0" 15.0" 11.5" 10.0" 6.5" 5.5" 6.o" 10.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 9.S" 13.5" 16.0" 13.0" 11.0" 7.0" 6.0" 7.0" 11.0" •�, UQ w w a z 110 ib.0" 16.0" 9.5" 8.0" 11.0" 14.0" 11.5" 10.0" 6.0" 5.0" 6.0" 10.0" 9.5" 8.0" S.0" 5.0 8.5" 16.0" 16.0" 10.511 9.0" 12.0" 15.5" 12.51` 11.0" 6.5" 5.5" 6.5" 10.5" 10.511 8.5" S.5" 5.0" 9.0" Z o. �• O " " " 5.011 9.5" 8.0" 5.0" 5.0" 8.5" 9.5" 8.0" S.0" 5.0" 8.511 10.5" 8.5" 5.511 5.01j 9.0" 10.5'1 8.5 5.$" 5.0 9.0" 10.5" 8.5" 5.5" $.Q" 9.011 m W °a U 200 9.5 8.0 5.0 < iJ4°POWERS TAPPER+W/ 1-1.12"MIN EDGE DISTANCE 3"MIN EDGE DISTANCE ri 0 w H " IN C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 Ci C2 C3 C4 C5 C6 C1 C2 C3 C4 C5 CG Ci C7. C3 C4 C5 C6 C1 C2 C31 C411 CS 11 C61 3��, S to i-3/4 EMBED(3000ps1 hl Cl `n CONIC) 48 16.0" 16.0"110.0- 10.0--116.0" 10.511116.0" 16.0" 6.0" 6.0" 16.0" 7.0" 11.0" 11.01' 6.5 5.0 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.011 16.0" 11.011 10.0" 16.0" 13.0" 16.0" 16.0' 6.5' 6.0 10.0 9.0 N o_ t Y t 62 16.0" 16.0" 7.0" 7,011116.0" 8.0" 13.5" 14.5" 4.S" 4.0" 9.0" 5.5" 7.5" 7.0" 16.0i1 16.0" 12.5" 12.0" 16.0" 14.5" 16.0" 16.0" 8.0" 7.0" 13.5" 10.0" 11.5" 10.5" 5.0" 4.5" 6.5" -T.0" o °% u' 72 16.0" 16.0" 6.0" 5.5" 16.0" 7.0" 11.0" 11.0" 6.5" 5.0" 6.5" 5.5" 16.0" 16.0" 10.5" 9.5" 16.0" 12.5 16.0 I6.0 6.S" 6.0 10.0 9.0 9.5 8.5" 4.0" S.0" 6.0" �p a m o •t Ir Ir " " " S.Q" 4.0" 15.0" 15.0" 6.01' S.5" 9.0" 8.5" 9.51' 8.d" 4.0" 5.0" 6.0" 7.5" G.5" 4.0" S.d" < 110 10.0 10.0 6.0 4.S 6.0 5.5 200 5.0" 4.0" S.0" m ri ANCHOR. SCHEDULE: HOLLOW CONCRETE BLOCKin 4 1"MIH EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE V_ Spans U T 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0"_ N 5 ; LOAD CONN PE CONN TYPE CONN'TYPE CONN TYPE CONN TYPE Sp CONN TYPE a o 4� O ANCHOR (psf) C1 C2 C3 C4 CS Cl C2 C3 C4 � C5 Ci C2 C3 C4 C5 Cl C2 C3 C4 C5 Ci C2 C3 C4 C5 Cl C2 C3 C4 C5 cl-�-, 0 co tl .. Ir ,1 Ir +1 " " " " 5" 10.5 6.511 fi•.S" 10.5" 7.0" 7.0" 3.S" 3.51' 7.0" 4.0" 4.0" 1/4"I TW TAPCON WITH 48 7.5 7.5 3.0 3.0 7.5 5.0 5.0 S.0 3.0 3.0 10. � p o v 6.0" 3.S" 4.p" 4.5" 4.0" 8.0" 5.0" 5.5" 3.5" 3.0" ANCHOR NOTES:SEE SHEET 0-��- M ' i-1/4 EMBED 62 G.Q b.0 • 72 s.o" S.o1/ 4.511 3.0" 3.0" 7.0" 7.0" 3.5" 3;0" 6.0" 4.0" 4.0" io FOR ANCHOR NOTES. z � Co W ; C. �m- - IIO 3.5" 3.5 -p z J i aF//v 200 0 t 1/4"ELCO ULTRACON WITH 48 11.5" 11.5 6.5 6.5 11.5" 8.0" 8.0" 7.5" 4.5" 4.5" 11.5" 11.5" 6.0" 6.0" 11.5 8.0" 8.0 7.5" 4.5" 4.5" 11 II tr. 11 .. 11 If -" w v 1-1/4"EMBED G2 9.0" 9.0" 4.5 4.0 9.0" 5.511 6.0" 9.0 9.0 4.0 4.0 9.0 S.5 6.0 w to 72 7.5" 7.5" 6.5 4.5 4.5 7.5" 7.5" G.5" 4.5" 4.5" !�*� •� o g v 110 4.0" 4.011 4.0" 4.0" 01. 0 200 IL It .. tl tt 11 tr If .. .r 11 It tl .. /1 t1 .1 t1 11 11 0 1/411 MILLENIUM MILLFAST 48 14.01j 14.011 6.0t1 6.01 14.011 9.511 4.51, 9.011 5.5 5.5 15.01 15.01 9.0t1 9.011 15.011 10.51 10.5 5.0 5.0 10.0` 6.011 6.01 n ANCHOR W/1-1/4 EMBED 62 10.5 10.5 4.0 4.0 10.5 6.5 7.5 4.5 4.0" i1.5 11.5 6.0 5.S 11.5 7.5 8.0 5.0 4.0 4.0 0 ` w5.5" S.5"72 9.0" 9.0" 8.011 10.0 10.0 5.0 4.5 9.0 6.0 6.0 110 5.0" 5.01, J x 200 � U 1.3./4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE '(m 1/4i1 ALL-POINTS SOLID-SET C1 C2 C3 C4 CS Cl C2 C3 C4 C5 a C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS wANCHOR W/7/8"EMBED& .t If tl .1 " 11 r, ,. ,1 11 11 ,1 it 1, " It 11 11 ,1 11 11 11 i/ 11 " " " 1/4-2Q SS MACHINE SCREW 48 13.5 13.5- 5.511- 5.5 13.5 9.5 9.5 3.5 3.0 9.0 5.5 5.5 3.0 16.0 16.0 9.5 9.5 16.0 16.0 16.0 6.0 S.S 16.0 9.5 9.5 3.5 3.0 5.5 1 oma a 62 10.5" 10.5" 4.0' 4.0" 10.5" 6.5" 7.0" 4.5 3.5 3.5 16.0 16.0 7.0 G.5 1b.0 11.5 12.5 4.0 4.0 8.0 6.S 6.0 3.5 < `.�• o ' �'� � U; z 72 9.0" 9.0" 3.0' 3.0" 8.0" 5.5" 5.5" 3.0" 3.0" g ��y ,1 11 11 11 11 It 11 11 If I10 5.0 5.0" 3.0" 3.0" 8.S 8.5 3.5 3.0 5.0 5.5 4.5 4.5 3.5 m m m� d 200 Fi u G!t� , a O 3"MIN EDGE DISTANCE. 4"MIN EDGE DISTANCE r z HE $ 7E p 5/16"JTW TAPCON XL WITH a�y-x 3 s 1-3/4"EMBED Cl C2 C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 C5 Ci C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS o x�c x . 16.0" tH p 48 7.5" I3.0" 8.5" 9.0" 4.5" 4.0" S.s" 4.5" 4.S" co 62u z z 1, 11 b.0" 6.0" 4.0" x 1;,2 n T 200 1-9/1611 MIN EDGE DISTANCE / w uj 3-1 8"MIN EDGE DISTANCE N ri L2 N a 5/16"ELCO U1.TRACON`WITH CI C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 I C4 I C5 Cl C2' C3 C4 C5 1-1/4 EMBED 46 10.S" 10.5" 5.5' S.S" 10.5" 7.5" 7.5" 7.0" 16.0" 16.0" 10.5" 10.5" 16.0" 12.5" 12.5" 6.0" 5.5" 12.5" 7.5" 7.5" COPYRIGHT FR&KI,SENMROOP.E 62 8.0" 8.0" 8.01 S.0" 5.S" 14.5" 14.5" 7.0" 6.5" 14.5" 9.0" 10.0" 6.0" 5.0" 72 7.0" 7.0" 6.0" 12.5" 12.5" b.0" .5`23�8 _ 1 117-1 SCALE: 110 PAGE DESCRIPTION: 200 E v o n - r- v 0 ' r�frrrtn 04 r� . Ta %F ANCHOR SCHEDULE: WOOD G=O„5s SCHEDULE:h�SCHEDULE: HOLLOW ONCRETE BLOCK (CON � •�' 3/4 MIN EDGEDISTANCE 2"MIN EDGE DISTANCE �j S ans U To 6'-0" Spans Up To 8'-8" moans Up To 13'-0" o- Spans Up To 6'-0" Spans Up To 8'-8" Spans Up 70 13'-0" LOAD CONN TYPE CONN TYPE CONN TYPE j U w a O ANCHOR (psf) rn Q L4 LOAD CONN TYPE CONN TYPE CONN TYPE r C1 C2 C3 C4 C5 C1 C2 C3 C4 CS Cl C2 C3 C4 C5 �J Q e O°C ANCHOR (psf) Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 C5 1/4"LAG SCREW WITH 1-3/4" 48 16.0" 1G.0" 11.5" 11.5" 16.0" 16.0" 16.0" 7.5" 7.0" 16.0" 16.0" 16.0" 4.5" 4.5" 15.0" m W ';' s rn 'O 1/4"POWERS TAPPER M W/ 48 15.5" 15.5" G.5" 6.5" 1S. ' 10.5" 10.5" 4.0" 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION G2 16.0" 16.0" 8.5" 8.5" 1G.0" 16.0" 16.0" S.5" S.5" 1G.0" iG.O" IS.S" 3.5" 3.5" 9.5" N 0 c w 2 n u " n n u n u " n u u n n " " u 11 W 'i`� t�f1 j V 1-1/4"EMBED 62 12.0" 1?..0" 4.S" 4.5" 12. 7.5" 8.0" 5.0 4.5 4.0 72 16.0 16.0 7.0 7.0 16.0 16.0 16.0 4.5 4.S 15.0 14.0 12.5 3.0 3.0 7.5 LL] Iry m ai 7?. 10.5" 10.5" 4.0" 9.0' 6.0" 6.0" 110 16.0" 16.0" 4.5" 4.0" 13.5" 14.0" 12.0" 3.0" 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" 6.0" 3 '~ U 110 5.5 5.5" 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.01t 11.5" 9.5" 2.5" 2.0" 6.0" FIE0 W°% i • �"�j� n u u n n » u n n " u 1, n rr n U-1 E p m 200 tn 7/16"WOOD BUSHING WITH 48 16.0 16.0 9.5 9.5 16.0 13.0 13.0 5.5 5.0 13.0 7.5 7.S 3.5 3.0 4.S ri U a o v O #12 SMS W/2"EYEWALL 48 16.0" 16.0" 8.5" 8.5" iG. " 13.0" 13.0" 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" 0 1.13"MIN E14BED&1/4-20 62 14.5" 14.5" 6.5" 6.0" 14.5" 9.5111.10.04- 4.0" 3.5" 6.5" 5.5" S.0" 2.5" 2.0" 3.0" 'o ` p m ARMOR INSERT W/1-1/4" G2 14.5" 14.5" 6.0" G.0" 14. 9.5" 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" v SS MACHINE SCREW 72 12.5" 12.5" S.5" 5.0" 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0" o Eh18E0 72 i2.5" 12.5" 5.0" 4.5" i1. 7.51' 7.5" 3.0" 3.0" 4.5" 4.511 3.5" p " " "� " " �� -_ " ,r 11 tr O �mffl 110 7.0 7.0 3.0 2.5 4.0 4.0 3.5 2,0 2.0 3.5 3.0 m z ii0 7.0 7.0 3.0 4.0 4.0 3.5 3.5 3.0 O 200 3.5" 3.d" f� f 3.5" 3.0" 3.5" 3.0" w 200 3.5" 3.d" 3.5" 3.d" 3.S" 3.0" " 1, 11 " " 1/ " " rr 1, " " " 1r Ir #14 SMS,#14 WOOD SCREW 48 16.0 16.0 13.0 13.0 16.0 16.0 16.0 8.5 8.0 16.0 1G.0 16.0 S.0 5.0 i2.0 ui o OR 1/4"POWERS TAPPER+ 62 16.0" 16.0" 9.5" 9.5" 16.0" 16.0",16.0" 6.0" 6.0" 16.0" 13.5" 12.5" 4.0" 3.5" 7.5" Ni ,p�NCHOIR. SCKEDUL.E: GROUT-E LLED CONCRETE LOCK WITH 1-3/4"MIN THREAD „ " " " n 11 " " " u n n " rr n PENETRATION 72 16.0 16.0 8.0 7.5 IG.O 16.0 I6.0 5.0 S.0 12.0 ii.S 10.0 3.5 3.0 6.0 cn � 110 16.0" 16.0" 5.0" 4.5" 10.5" 11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 4.5" W 15 v 4"MIN EDGE DISTANCE 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.511 2.5" 4.5" 'o19. cn a o Spans Up To 6`-0"_ Spans Up To 8'-8" Spans Up To 13'-0" t �-�� N � < m cq �G LOAD CONN TYPE CONN TYPE CONN TYPE �.� s p m M N ANCHOR (Psf) C1 C2 C3 C4 C C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 ANCHOR SCHEDULE: WOOD (G=O,,42)- �= Acou .11r .. u " 11 „ nn " n11n11 �O LL. 5/16"IT11V TAPCON XL W 48 16.0 16.0 16.0 16.0 16. iG.O 16.0 16.0 16.0 16.0 16.0 16.0 10.5 9.5 iS.S 2-1 4"MIN.EMBED 62 16.0" 16.0" 1G.0" 1G.0" 16. " 16.0" 1G.0" 12.5" 11.5" 16.0" iG.O" 16.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE .�-ate - Z 1 L / 72 16.0" 1G.0" 16.0" i5.5" 16. " iG.O" 16.0" 10.5" 9.5" 15.5" 14.5" 12.5" 6.5" 5.5" 8.0" rj Spans Up To b'-0" Spans Up To 8'-8"_ Spans Up To13'-0" p " 0" 9.0" 14. " 14.5" 12.5" 6.5" S.5" 7.5" 12.0" 10.0" S.5" 4.5" 6.0" LOAD CONN TYPE CONN TYPE CONN TYPE �, � N w 110 16.0 ib.0 10. O F. ANCHOR (psi) U T rn p �- 200 12.0" 10.0" S.S" 4.5" 6. 12.0" 10.0" 5.5" 4.5" 6.0" 12.0" 10.0" 5.5" 4.S" 6.0" r cn C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Ci C2 C3 C4 C5 .� 0 m 5/16"ELCO ULTRACON LN/ 48 16.0" 16.0" 13.5" 13.5" 16, " 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 1/4"LAG SCREW WITH 1-3/4'' 48 16.0" 16.0"1 9.0" 9.0" 16.0" 16.0" 16.0" G.0" 5.5" ib.0" IG.O" 16.0" 3.5" 3.5" 10.0" o o g _j CG rm 2-1/4"t4IN.Er4BED b2 16.0" 1G.0" 9.S" 8.5" 16. " 12.0" i2.5" 5.S" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0" 16.0"1 6.5" 6.S" 16.0" 16.0" 16.0" 4.5" 4.0" 13.S" 11.5" 10.5" 2.5" 2.5" 6.0t1 7?. 16.0" 16.0" 7.5" 7.0" 14 " 9.S" 9.5" 6.0 5.5 72 16.0" 16.0" 5.5" 5.5" 16.0" 16.0" 16.011 3.5" 3.S" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" „ „ " rr 110 15.0" 14.5" 3.5" 3.0" 9.0" 9.011 8.0" 2.014 2.0" S.0" 7.5" b.0" 2.0" 4.0" v O 110 8.$ 8.5 5. 5.5 0 ,1 n n ,. u " ,t r1 n n " u p N �s II 200 7.5 6.0 2.0 f 4.0 7. 117. O 110 5 6.0 2.0 4.0 7.5 6.0 2.0 4.d #14 SMS,#� „ ,r rr rr .1 1r r, 1r 11 r, .1 rr r1 rr ,r u 2"MIN EDGE DISTANCE 14 WOOD SCREW 48 16.0 16.0 9.5 9.5 16.0 16.0 16.0 6.d 5.5 16.0 11.0 11.5 3.5 3.5 7.0 OR 1/4"POWERS TAPPER-1• 62 16.0" 16.0" 7.0/1 6.5" 16.0" 14.0" 15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" 2.51114.51' CI C2 C3 C4 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Q WITH 1-3/4"MIN THREAD " " 5" 16 0" 1G 0" 1G.0" 6.5" 6.S" 16.0" 12.5" 12.51114.0" 3.5" 7.51' 3 PENETRATION " " " " `1 tr Ir u n n " " n " u #12 SMS W/211 EYEWALL 48 16.0 16.0 10.5 10. 72 16.0 16.0 5.5 5.5 16.0 11.0 11.5 3.5 3.5 7.0 6.5 5.5 2,0 2.0 3.5 ARMOR INSERT W/2"EMBED G2 IG.O" 16.0" 7.5" 7.5" 1G 0" 1S.S" 1G.011 5.0" 4.5" 10.5" 9.0" 8.0" 3.0" S.0" 110 10.51' 10.011 3.5" 3.0" 6.0f1 6.5" 5.5" 2,0" 2.0" 3.5" 5.0" 4.5" 2.0" 2.S" GL 72 16.0" 16.011 6.5t1 6.01' 16 011 12.5" 12.5" 4.011 3.5" 7.5" 7.011 6. " " " �� rr �� r ,1 11 1r rr 1r 1f 5 4.0 200 S.0 4.5 2.0 2.5 S.0 4.5 2,0 2.5 5.0 4.5 2.0 2.S ,. ,r 1, rr 11 rr 1' 3.5" b.0" 5.0" 3.d" r a t7 h s g li0 11.5 11.5 4.0 3.5 7. 7.0 6.0 ai 200 6.0" 5.0" 3. " 6.0" S.0" 3.d" G.0" 5.0" 3.011 my J Zim u-LLLLU C b Y-yYC ClD X 1[ 4Y O V z z ih 1.-0OV Al 1(1 SL tll w;! 6 s cc 41) O Lut=M3K . y~ 92> ANCHOR NOTES:SEE SHEET COPYR1G1iFFRAS'KI.eEhT;MDOP.E. ' 10 FOR ANCHOR NOTES, 15-2338 SCALE: - - m PAGE DESCRIPTION: CAp m m v of _. 1n Cl n ROUND WINDOW ASSEMBLY 12 EDGE OF ACCORDION " MIN FROM ,r SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM SHUTTER GUIDES 0.125' i r,UST to •�• `ww 0.125 0.032" 0.032" 0.196-1/450- ; ~ ��` w �L1 z m t}�1�,Q:o: z •-•LL oC z = k1 ti app "MIN. ..��, �U�� W �a 1 p 2.875"f6 HOLE TO RECEIVE ROUND TYPICAL Q w o w I"' WINDOW ASSEMBLY CID w F CDC wLn w to n - 2.875"0 HOLE(TO RECEIVE 3 ^ a Qf2.875" Qf3.250"� 0.x88 ROUND WINDOW ASSEMBLY) O W c z MAXIMUM OF 3 WINDOWS a w = 9 rW t PER EVERY OTHER BLADE An n' LIGHT•-N-VIEW WINDOW A Q BIC PLASTICS SLX14 IT a ROUND WINDOW 2 LIGHT--N--MEIN VUIND�111/ , co in a ASSEMBLY �3 N.T.S. EXTERIOR ELEV tn co on I n?7- M to H ! 1 lU 15� 12"MIN FROM (u-� v► cs i EDGE OF SHUTTER, EDGE OF ACCORDION to Q M TOP OR BOTTOM SHUTTER BLADES O.r O M i oiEH ce t Z= m U. RECTANGULAR "m ` z WINDOW ASSEMBLY _j �. BLADE W/ ROUND WINDOWo �3 N.T.S. EXTERIOR ELEV Lu o v EOGC OF ACCORDION f--2,210"-- \, m SHUTTER BLADES -1 o a oo g rt- 0.145" 1.7.10 0.145" 0 3.5"MIN It 2 TYPICAL a a s C) p N O O o n �'_ .� u v �En o a 1.500"x 6.000"HOLE(TO w C. RECEIVE RECTANGULAR � � o WINDOW ASSEMBLY) © PuC� MAXIMUM OF 3 WINDOWS co 1.500'x 6.000"HOLE(TO RECEIVE N .161 PER EVERY OTHER BLADE D RECTANGULAR W NDOW ASSEMBLY) w ,' gj�' .093" .020" 3 RECTANGULAR WINDOW Q ' V- p O 1 --- g f- CD � o Q O o �3 N.T.S. EXTERIOR ELEV y m m m� d s t - k6 •-t- --'1 .118" z u.LL�(� . gg Jora. 3 z.1: " 0.500" o N p m 3 s��n �5=5'cxa co 0 0.500 Q �- ,,,� � 1 __� o 9w .5 (INT.} co 1 o X61 rlj RECTANGULAR WINDOW NOTES: =� " RECTANGULAR W NDOW' F 3.5"MIN., ASSEMBLY A (EXT.) 145" 1. THE RECTANGULAR WINDOW SHOWN IN o -- TYPICAL ° l ° i// u ,vig �' - 5/13 IS MADE FROM GE XLiO LEXAN WITH j O 0.355" O / / 0.075"MINIMUM THICKNESS. ° Ro Q I o !i 2. FRAME FOR RECTANGULAR WINDOW MAY j o d cc CL ° j o o //j BE NYLON 6 OR POLYCARBONATE WITH A COi'YR((it(iFRRu(L6ERN�RDOP.E > i l 0.14.5--1 // / MINIMUM THICKNESS OF 0.161".ATTACH r TO BLADE WITH(6)#4 SS SCREWS OR �.J`"-2338 i [ -1.856"--4}-0.177" .355" BOLTS WITH NUTS. N o L---J oSCALE: - A SECTION A-A PAGE DESCRIPTION: n rn ("4 BLADE W/ RECT. WINDON RECTANGULAR WINDOW �� a13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV 0 c a l TYPICAL SINGLB UNIT TYPICAL MULTIPLE UNIT ELEVATION ELP.VAMON (NO STORM BARS RBQUUM) (NO STORM BARS RBQUMM) (UNITS SHARE CMaM POSTS o ilpanibray 4b0 z z o J THE ORIGINAL b X 4 0 m N Y J ZQ BY U m r• O 0 VU Z G J�p Y Y L 5o t 3,, L V A A A A '•..•y V z V �W 31# OR MAX. SLAT SPAN 3" OR MAX, SLAT SPAN MAX. SLAT SPAN 2 1/2" SEE SLAT PERFORMANCE AND 2 1,12" SEE SLAT PERFORMANCE AND SEE SLAT PERFORMANCE AND �. ATTACHMENT SCHEDULES ATTACHMENT SCHEDULES ATTACHMENT SCHEDULES a a TYPICAL MULTIPLE UNIT � w TYPICAL SINOLB UNIT MAX. SLAT SPAN MZVATION ui BLEVAMON SLAT PERFORMANCE AN (STORM BARS REQUU.M) (STORM BARS REQUIRED) ATTACHMENT SCHEDULES (UNITS SHARB CMM POST) LL B g g U. Z `�V 0 z • o LI- Oct xw d V Z O m C°v' S W G t� OD ocl Lu 0z z o � LLti z = V' � Y a _Mui m •A c�' -� I-- W ui r-'-h ~ W U) W .... r• A A A "` A cc LLti DRAWN: D Ix onTE: nPPRovea DL SEE GENERAL DATE 11-01-083" OR 3" OR NOTES PAGE 2 3-01-031 2 1/2" SLAT SPAN 2 1/2" SLAT SPAN -- SLAT SPAN SIZE: B aev: A TRACK TO TRACK TRACK TO TRACK TRACK TO TRACK --------- sCALF- 3/8.1 SHem 1 OF 26 l . • GENERAL NOTES: 1. THIS NOTICE OF ACCEPTANCE DRAWING FOR END RETENTION ROLL SHUTTER PRODUCTS IS DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE(FBC),OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.WIND LOADING REQUIRE ZENTS SHALL BE DETERMINED USING ASCE 7,WITH EXCEPTIONS AS PER FBC 2014. PRODUCT TESTING RECORDS ej j AND REPORTS PER ATL 0126.01-00,ATL 0316.01-05,HTL 00 -01.06-03 TITL 006-0224-03,IITL 006-0.104-05,AT 9.1850.01-401-44-RO, HE-T199-330-A,HETI 99-830-B,HETI 99-830-C, z ,Z CTLA 2017W, AND CTLA 2017W-1. PRODUCT DESIGN AN TESTING ALSO COMPLIES WITH THE INTERNATIONAL BUILDING CODE(IBC)2006. N m a o 2. ALL ALUMINUM EXTRUSIONS SHALL BE SPECIFIED HERE.-IN.ANY SUBSTITUTIONS SHALL BE APPROVED BY A LICENSED PROFESSIONAL ENGINEER. Y_o ' 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WITH MINIMUM 50 KSI YIELD POINT AND MINIMUM 85 KSI TENSILE STRENGTH,ALUMINUM,DACROMET COATED STEEL.OR LU ¢Q GALVANIZEDSTEEL. y ; a (SS SMS=STAINLESS STEEL SHEET METAL SCREW) 4. STORM BARS SHALL REMAIN IN PLACE DURING ALL WI ID EVENTS.SHUTTERS SHALL BE ROLLED UP IF REMOVABLE STORM BARS ARE NOT REPLACED BEFORE WIND EVENTS. r o 5. ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): (A) TO EXISTING 4000 PSI MIN.CONCRETE,OR AS SPECIFIED HEREIN: -01/4"TAPCON ANCHORS, AS MANUFACTURED BY ELCO INDUSTRIES 414 CRETEFLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES -03/8" POWER BOLTS,AS MANUFACTURED BY POWERS FASTENING,INC(3/8"POWER WEDGE BOLT MAYBE SUBSTITUTED). NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS ND CRETE FLEX ANCHORS ANCHORS INTO CONCRETE SHALL BE I % "UNLESS OTHERWISE SPECIFIED HEREIN. w A.2) MINIMUM EMBEDMENT OF POWER BOLT ANCA DRS SHALL BE 2". U A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS ARE FOUND ON TIIE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH TIIE MAI STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE PER THE LISTED MINIMUMS. �Q Z (B) TO EXISTING CONCRETE BLOCK WALL: C) 0 -01/4"TAPCON ANCHORS,AS MANUFACTURED BY EL O INDUSTRIES 0 P4Y CLCO INDUSTRIES 414 CRETEFLEX SS4 ANCHORS AS MANUFACTURED - w V � NOTES: z B.l) MINIMUM EMBEDMENT OF TAPCON ANCHORS NTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4"UNLESS OTHERWISE SPECIFIED HEREIN. w B.2) MINIMUM EMBEDMENT OF CRETEFLEX ANCHO S INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4"UNLESS OTHERWISE SPECIFIED HEREIN. �+ U B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,ARE FOUND ON TIIE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH 0 Q TO REACH THE MAIN STRUCTURE BEHIND SUC I PANELS. ANCHORAGE SHALL BE 1 1./4"MINIMUM. wZ Q (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. � w Q (D) ANCHORAGE TO WOOD FRAME BUILDINGS IS SPECIFIED IN THIS DRAWING. F-4 PY (E)ANCHOR MINIMUM EMBEDMENT DOES NOT INCLUDE,EXTERIOR FINISH. O (F)ANCHORAGE SHALL BE INSTALLED INTO THE.BUILD G'S MAIN WIND-FORCE RESISTANT STRUCTURAL COMPONENTS TO ENSURE A LOAD PATH P Z �= INTO THE BUILDING'S FOUNDATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATIO14 CONTRACTOR TO VERIFY TIIE SOUNDNESS OF TIIE STRUCTURE WHERE- SHUT FER HERESHUT'T'ER IS TO BE STRUCTURALLY ATTACKED TO ENSURE PROPER ANCHORAGE PER NOTE 5. 7. THIS APPROVAL DOES NOT INCLUDE NOR COVER ANY SHUTTER ROLL-UP MECHANISMS,ANY ELECTRICAL INSTALLATIONS, OR MODIFICATIONS NECESSARY TO FACILITATE THEM. 8. TRACK MOUNTING CONDITIONS ARE DEPICTED ON SHEET 10 THRU SHEET 1.SECTION"A-A"(WALL MOUNT,JAMB MOUNT,BUILD OUT MOUNT AND MULLION MOUNT)ARE DEPICTED ON PAGES 10 THRU 13.SHARED MIDDLE MULLION TRACK MOUNTING CONDITIONS ARE FOUND ON SHEET 14, 15,& 16 PER SECTION"B-B". a o ANY OTHER TRACK MOUNTING CONDITIONS SHALL BEENGINE-ER-ED ON A CASE BY CASE BASIS.END CONDITIONS MAY BE MIXED/COMBINED. 9. LINEAR INTERPOLATION IS ALLOWED FOR ALL GRAPHS,CHARTS,SCHEDULES,AND TABLES. 10.ALTERATIONS OR ADDITIONS TO THE DOCUMENT ARE N DT PERMITTED.DOCUMENT SHALL BEAR THE ORIGINAL SEAL,SIGNATURE,AND �•' .' DATE OF THE PROFESSIONAL ENGINEER LISTED. cz o •� o 11.THIS PRODUCT APPROVAL IS SUITABLE FOR USE ONLY A SPECIFICALLY STATED ON TINE COMBINED PAGES OF �' v �' v' ` �J THE ENTIRE DOCUMENT. ANY DEoVIATIONS SHALL BE REVIEWED AND APPROVED BY A PROFESSIONAL ENGINEER SEPARATELY. A w w 12 SLAT TYPES P55ER AND P55ER 2ND SHALL NOT BE INSTALLED IN WIND BORNE DEBRIS REGIONS IN THE FIRST 30 FEET ABOVE MEAN GRADE LEVEL. SLAT TYPES P55ER AND P55ER 2ND MAY BE USED FOR SMALL MISSILE IMPACT PI OTECTION OF OPENINGS 30 FEET ABOVE GRADE IN TIIE WIND BORNE DEBRIS AREAS. DRAWN: �1 DA•Il..: 4-0:5'01!' APPROVED: 01f DATE: 0"'- !I'S DETAIL LETTER rA_ SECTION LETTER A DRAWING NO. DETAIL SHEET 3 SECTION SHEET 3 3-01-031 SIZE*: R'v: B F SCA1.1 NONE SlIMT: 2 Ol- 26 Bi B2 .500 --- 3.000 2,500 6.000 .574 .365 ■ i d .055 � .088 .088 r- .088 ` • 2.539 .039 --T .050 2.160 1.070 .996 -1.071 Q4 as2 C1 -- � W .365 .363 .125 .123 .125 r LL t � P55 SLATLOWER SLAT REBAR UPM BOTrOMSIAT SYSTEM I TRACK �g�} SYSTEM II TRACK SYSTEM I DOUBLE TRACK m AI P55D R SLA ASSEMBLY S EMBL IDB AVN Bl AAL,UIvIINUM 6005-T Q)2 M 6063 T6 ALUMINUM 6063-T6 3 T6 UJ AEND REM 6063 T6 END RETENTION r o 6063 T6 3.000 3.000 2.000 6.000 -7.. 3.000 .125 2.000 U 4.000 .125 .125 4.QQ0 12 3.000 . _ I .250 3.000 z ry .125 1.0001.00 d o -� .300 .125 1 uZ E) TUBE i"x 3"x.125" (D TUBE 2"x 3"x 1i8" E) ALUMINUM 3"x 4"x 118" [J " � MId..ION 3"x 4"HEAVY DUTY � MULLION 3"x 6"FIEAW DUTY � ANGLE 1"x 2"x.125" u w. ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 ALUM � HINUM 6063-T5 V-4 H O W A A u W 0 5.000 4.866 O 4.000• 2.700 .078 _� 3.000 .096 1.500r 1.375 1.200 .049 T- � T 2.165 MIN. a . ,.2.000 2.125 .192 �-�- •---� .100'' --� .195 1.000 -�- 3.000 2.655 .093 .125 .125 I i M ANGLE 1"x 1 I/2"x 3/32" N 2 x 3,OR x 1/8 O MULLION BASE 3"MULLION BASE "x 6"(L;-5 7/1G) p 3"STORM BAR Q 3"STORM BAR INSERT US60 SLAT ALUMINUM 6063 T5 E AIJUM1NUM " 3-T5 ALUMINUM 6005 TS ALURItUM 6005-73 ALUIIIUM 6005-T5 ALUMINUM 6063-T6 •� 1.198 1.243 � .125 .100 _ .100 -� .125 -�- I TYP. •.,. i--_. 1.500 .125 1.500 1.228 1.241 1.500 1.500 DAM DV .260 .385 (--- ,125 ---I�-- .150 DATE 2.698 4.000 3.286 4.647 3.500 5.875 APPROVED: DLF DATE: 10-28-08 3"MMD STORM BAR BASE, 4"FDMD S'T'ORM BAR BASE, DAAwiNorio (D (LE STANDARD 25"> ALUM�INUMM 6$005. 5 4"SALUMIINUMRM �6063 INSERT (D (LIC�M STANDARD ", (D AL OY 66005 T5 E) ALU�MIN[1UM ER 67/811 0"-T5 3-01-031 ALUMINUM 6063-T6 ALUMINUM 6005-T5 sra- REV; B A SCAM 1:4 SHEET: 3 OF 26 PAN HEAD 0948 14"HEADY8-18 L410EW 410 SS SCREWBeg E1= m Q W X.QW WASHER )W x Jr NYUM .429 O �J 'WM Y."DIAMEIM WASHER WnMYe .055 .538 SLEEVE ec DIAMEMRSLEEVE o it T 1.500 �-- ----� 1.500 '_'2.851�-- � _..1 i k2.185-�T ID-&�- AL7-E SINGLE WALL 2 PC.RAIL ASSEMBLY SCREW AE ASCR� SEBLY N Al AL7-E SINGLE WALL SLAT A2 STARTER SLAT #8-18 x 3/4 PHILLIPS PAN SDS 410 S.S. AE RETAIN SCREW ASSEBLY QMI-395 ALUMINUM 6063-T6 QMI-477 ALUMINUM 6063-T6 .060 .515 � .060 _x•538 237 :,. �. 2. 27 1,8L 69 t- —t-- ' 2.525 l 2.851 i t 1.154 I I •- 0 0 .492--y I-- 9 BASE SLAT LOCK SLAT LOCK SLAT COVER FINGER PULL SLAT RAIL SNAP COVER (D ' QMI-408 El QMI-409 Bg QMI-331 GALUMINUM QMI-410 BS QMI-351 ALUMINUM 6005-T5 MINUM 6063-T6 ALUMINUM 6005-TS 6063-T6 ALUMINUM 6063-T5 �-t L) 0 p �D W p W O . .. o . .. z 1.090 1.090 .028 1.002 vp 3.125 • '--3.000---{ � 1--3.000----1 � T [--3.125----JT 2 PIECE INNER HALF 2 PC.OUTER HALF ' RETAIN RAIL SN COVER RETAIN RAIL D1 RETAIN RAIL D2 RETAIN RAIL i D QMI-491 D QMI-492 ' ALUMINUM 6005-TS ALUMINUM 6005-T5 QMI-493 QMI-494 #8 x 3/4" (. ALUMINUM 6005-T5 ALUMINUM 6005-T5 SQ/PH TR SMS DACROMET COATED lz 1-1Of ; ABOVETHE RAILS b oco -.4 in w 1.090 =—D.090 1.028 1.002 aRAWtt DV � ---3.400--J T f--3.400---� 73.500---j - [--3.500-----JT DATE:- 11-02-09 SPRING STOP RETAIN RAIL SPRING STOP SNAP COVER 2 PC.INNER HALF 2 PC.OUTER HALF APPROVED Dv QRETAINRIL SPRING OP RETAIN RAIL G SPRING OP RETAIN RAIL DAV- ALUMINUM 6005 TS QMI- QMI-488 Q� 489 11-02-09 09 ALUMINUM 6005-T5 ALUMINUM 6005-T5 ALUMINUM 6005-T5 MAW1No Na. 3-01-031 SimB Tfiv- SCALE: 1:4 SHEET. 3A OF 26 #1(1 THREAD `r• 1"1.10410 0.198 0.525 W Will :D T-40 TORR DMEm .525 - �------3.000- zwr N .296 �Z4 g QOMPA.CT SCREW ��z OMPACT SCREW BUSHING 410HT SS o 1 ACETEL Q2 XYAN 5000 COATING 1 MAO PSI ULT TATE TESILE STRENGTH 3.6 4.25 r� z 1 .25 1 .25 2.05LTI SPRING STOP SNAP COATER u SNAP COVER RE AIN RAIL 64 RETAINRAIL* 0 QMI- QOWACT BASE SLAT D3 D4 QMI- 671 C ALUMINUM 6063-T6 ALUMINUM 6045-T5 ALUMINUM 6063-T6 Q z z x ` a 3.74 2.366 STARTER SLAT SLAT#i SLAT92 SLAT 33 SLAT 114 SLAT N5 SL.Kr#6 SLAT#7 SLAT 08 SLATS9 SLAT 410 SLAT if I 1 SLAT#12 QNfl•669 QfwLI-630 Qml 31 Q14-632 QMI-633 QSAT-634 QmT-635 QW-636 W-637 QMT-639 QhiI-639 p1vn•640 Q2st-641 DRAB N. ,Di-F QOMPACT SLATS I - 1.2 APPROVED. 0>:Z612 xovFQ D' A & STARTER SLAT DAM- 0,5-26-12 ALUMINUM 6063-T6 DEEAWK101fa: .3-01-031 SLATS CAN ONLY BE USED -In-1 THE RAILS ON THIS PAGE. B REv - ' CAN ONTL.Y BE USED WITH QOMPACT SLATS. SCALE. 3a oP 26 4.000 .500 .444 4.000 SIZED PER ANCHOR TYP. 2 PLACES 3.500 TYP. NP .375 r .375 .250 TYP. TYP. TYP. 0 � z n W - O L� 1.125 � w CD 8- Tl� >. > 8- .100 4.000D00 3.328 .125 �� Oq a 3.0(20250 2.685 •125 1 250 2.750 3 5Q0 �~ z d�' 1.500 0 0 T o .125 a I� SIZE, QTY PER SIZE, CITY PER .250 31 250 'll� 125 1 125 ANCHOR TYP, 1.375 ANCHOR TYP. TYP. 1'117 a 7.', TYP. 1.250 TYP. 1.250 2.685 O 3"REMOVABLE BAR BASE. � 4"REMOVABLE D BAR BASB, O3"REMOVABLE, BAR BASE, ALUMINUM 6035TS Y STANDARD D $�� ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 ALUMINUM 6061-T6 OR 6005-T5 R SIZED PER ANCHOR TYP. 2 PEACES U .:. z < Z O SIZED PER ANCHOR SIZED PER (j Z 7.150 TYP 2 PLACES O ANCHOR TYP. u w .250 .375 2 PEACES TYP. TYP. w �..a + 2.687 .500 O 9 U .905 � �• 2 PICS ' MIN. Q � •"' i.563 .510 W HEAD U Z Q 250 1.215 2. 8.250 0 3.000 W 125 T- O 2.500 .385 (-�- .385 2.687 500 2.188 #12AB THREAD 0 MIN. 2.480 2.480 4.000 a a . • 3"FIXED STORM � �RM BAR BASE, 3"FDIBD•STORM BAR BASE END RETENTION SCREW 3 REMOVABLE STORM BAR BASE, AC EXTENDED O DOUBLE � 302 HQ STAINLESS STEEL ALUNNUM 6061-T6 OR 6005 T5 ALUMINUM 6061-T6 OR 6005-T5 ALUM NIM 6061-T6 OR 6005-T5 • • �gr,.b , , � X11 16 GAUGE 16 GAUGE (.060) TYP. (.060) TYP. W 16 GAUGE 16 GAUGE = 8:00 8"SIDEFRAME 9"SIDEFRAMB 10"SIDEFRAMB (.060) TYP. 12"SIDBPRAME (.060) TYP. 3 0 ► _ ' IA IITTBRNALANGLE IB INTERNAL ANGLE 1C INTERNALANGLB lb I TERNALANGLB 304 STAINLESS STEEL 304 STAINLESS STEEL 304 STAINLESS STEEL 304 STAINLESS STEEL, 1.406 1,500 1.500 1.500 DRAWN: 01-F TYP. TYP. TYP, TYP. DATE 4-0:5.04 APPROVED: OLS 3.000 4.250 6.667 1 8.069 DA's` !0-28.08 TYP. TYP. np• TYP. DRAWINO NO o. 8 THRU 8 THRU 8 THRU 2PLACES 6 2PLACES --+ 62PiACES 82 8 THRU 6 PLACES «, 3-01-031 92' ! 92' r 92' 92' SIZE REY: B A .938 o oIL .900 ® 0 1.000 0 0 1.000 o O o SCALE �-- T- 1:4 SHEET: 4 OF 26 4" SPRING-LOADED STORM BAIR.ASSEMBLY CUT 3/8" DEEP SLOTS IN CONCRETE 0,72 O.D. x .065 OR CUT SLOTS IN ALUM. HEADER `• SCALE: :2 SS SPRING TO PROVIDE MINIMUM ENGAGEMENT TYP. cS 5.500 2.750 (2) 03/16" SS POP RIVET 5.500 • " >� oa co Q r N .500 .375 2.000 1/2" ALUM-R00 (2) #14 x I" SS SMS 1WWz .000 3.000 .500 ALLOY 6063 T5 Q JN a • n 7 Q , i , tul INSERT NOT SHOWN Q TO BE USED AS REQUIRED04 a o� O O BY CONDITIONS 0 01/4" x 1 3/4" PIN �T 7.2 50rrA 3/8 MIN. ENGAGEMENT z Q TYP. TOP & BOTTOM W 3 SPRING-LOADED STORM BjW ASSEMBLY z SCALE; I:2 CUT 3/8" DEEP SLOTS IN CONCRETE 0.72 O.D. x .065 OR CUT SLOTS IN ALUM. HEADER c SS SPRING TO PROVIDE MINIMUM ENGAGEMENT TYP. — 5.500 2.750 (2) 03/16" SS POP RIVET 5.500 01/2" ALUM R00 (z) #14 x t SS SMS 1.000 3.000 .500 .375 2.000 " 500 ALLOY 6063-T5 Z ' a -_ ' ' -- --- INSERT NOT SHOWN 4 0 ' o p p TO BE USED AS REQUIRED t� 13Y CONDITIONS ao fti DRAWN: DF --- _ DATE 08-10-04 APPROVED: DF d HATE 10-26.06 01/4" x 1 3/4" PIN A . ORAWINO NO. E)OR E)-OR 3-01-031 7.250 O slze B REV: 3/8 " MIN. ENGAGEMENT SCALE: i) 1:4 TYP. TOP & BOTTOM SHEET: 4A OF 26 Np 2 1.5 aNZ �. � Y s ZU�g >2 �t T- 2 1.5 .125 4 .125 I .125 1 .125 .125 3 2 2 2 2"x 2"x 118"ANGLE t /T'x 2"x 118"ANGLE I"x 2"x 118"ANGLE G1 t/2"x 3"POST '�'.x 4"POST N 1 6063-TS ALLOY Ai 1 6063-T5 ALLOY 1112 6063-T5 ALLOY W3-T5 ALLOY C'L 6053-T5 ALLOY ��... C .1$2 z 1.82 -045 Al B2 A } 1.5 3 3 38 Z .4021 0 AE z A4 1138SR SLAT 6063-T6 ALLOY E) {-- .178 - -----._. ———— t '2 .39 .a5 72.362 .039 .05 2.539 .fly 2.165 81 — o 2 .495 ---- ------- ;, �3 .304 END LOCK - tMO Q1 Q2 3B oPAwN: ViF P55 ER SLATB M SLAT t.'Ii1`lI QOMPACT TOP SLAT 3B UASPYc Cl 606 T6 ALLOY P55 TOP ENO RETENTION BE?'AIL 'IYPICA.L ALL SLATS DATE- ff 0?,clf {SCALE FULL) (SCALE FULL) nMOMP Dt F uATE: -B2-lr DRA�'[hYt Na: 3-01-031 SCALE 1-2 SMET Of• �b A2 -� .39 • A4 a� j V o� 5 - .39 • (.- co co a — — — I — I I I r ' T r ' r - --------- �- , r C END LOCK - NYLON ------ l� ----- (2) #4A!"x 3/4" OVAL CSK SS SMS J (2) #4A x 3/4" OVAL CSK SS SMS Q C) �i END LOCK - NYLON U Z 0-4 a US60 END RETENTION DETAIL 1138 END RETENTION DETAIL U w EVERY SLA (EVERY OTHER SLATS : ` F'< 4q o Q � w Z Q w Q A5"� 3 3 E'` P4 .39 Al Bl B2 .39 W Q 4 3 3 z 3 a v - J JJ - { JJ ol L it ' AE '. ' AE L-i------- 4 LLL__ ____ 4 - - — --. — — — — — — - -� — — — — — — — — —It it DRAWN: DLF DATE: 4-05.04 END LOCK - NYLON END LOCK -- NYLON APPROVED: DI-F DATE: 10-26-08 P55&P55 2ND END R ENTION DETAII. SLA P55 DOUBLE END RETENTION DETAII. DRA►vt�Iat�•o: (PSSER EVER PSSER 2ND EVERY OTHER SLA (EVERY SLA'1� 3-01-031 SIZE REV: B A SCALE FULL SHEET: 6 OF 26 y. a ri A LLOA B LE S LAT SPAN TA B L NOTES: 1.TBESE PERFORMANCE SPAN CHARTS DO NOT a Q LARGE MISSILE IMPACT SLATS SMALL MISSILE>30 FT GUARANTEE USAGE.TRACK ATTACIB4ENTS, BI LD-OUT,AND MULLIONS hofLIST BE VERIFIED � P.S.F. AL7-EE2361' PA T US60ER P55DER 1138ER P55TER P55ER P55ER 2ND PER INDIVIDUALALLO ALLOWABLE USAGE CHARTS. NIPPONF Ua 10 233" 156 1 1.64" 156" 144" 164" 132" 2_ "P55ER" AND"P55ER 2ND"(REBAR EVERY 2ND 5 cr 15 23311 236" 15611 161" 156`t 144" 16111 1321, SLAT)SLAT TYPES ARE SN ALL MISSLE IMPACT CONIPLIANT AND.MIDST NOT TO BE USED AS 20 23311 23511 15611 15611 156" 14411 156" 12511 A LARGE 1 IISSILE RAPACT HURRICANE SHUTTER 25 23311 236`t 156" , 15211 15692 244It 152" 119't SYSTEMS IN WIND BORNE DEBRIS REGIONS. 3.SHADED SLAT'TYPES ARE LARGE NESSILE II"ACT 30 23391 23511 156" 14911 15611 14411 149" 114" (ASTM E-1.5811996-05, WSSILE LENr'EL"D") li 11 41 11 " 11 tt I, CO I NT_ " V 35 233 2.36 3.46 145 146 144 145 110 40 223at 236`t 134It 14111 13411 1.4411 1.41" 107" 4.TIE P55DER SLAT TYPE IS RESTRICTED TO A 37 IINEUUM SPAN. z 45 212`1 230" 128" 137" 128`° 1.311} 137" 1032" � 0 a 50 202 04 " 224" 121" 134" 121." 118" 134,1 99 u z 55 192" 21811 114" 1301` 114" 104" 13011 95" It n 9I s9 n u a n �'`"� V 60 182 212 108 127 108 91 127 91 p 65 172" 206" 1051 123" 105` 78" 123,1 to a sl It to s9 It to tl 70 162 20 w 1. 102 119 1029a 66 119 85 p a 75 152" 1.95" 9911 1151 99 t1 115" 82" z �7 � 80 142" 189" 96" 1121! 961F 42" 112" 79" 85 1321' 183" 93" 1081' 9311 N/A 1081/ 77,1 90 12241 177" 991 10519 90 of N/A 10519 74" 95 112" 1721' 87" 1.04" 8711 N/A N/A 72" 100 102" 1669' 84" 10291 84 N/A N/A 69" ' S•�i ��A, 120 N/A 3.42" 7411 95" 74" N/A N/A 6Y ; •_o,..#�r 140 N/A 119" 681 99 SII N/A N/A moi/ :,•�°•� � Q tl 11 It 1I I` A 58 81. 160 N/A 9658 N/A / Ar_ 180 N/A N/A 48,1 721, 48/1 N/A N/A N/A ,,.._.:,: ...... 200 N/A N/A N/A 65 It N/A N/A N/A N/A 220 N/A N/A N/A 58" N/A N/A N/A N/A 240 N/A N/A N/A 51" N/A N/A N/A N/A A DACE: 260 N/A N/A N/A 44`1 N/A N/A N/A N/AR��: 280 N/A N/A N/A 37" N/A N/A N/A N/A 3-01-031 B1!-� s SCAM 7 26 a i w 2 ''� � a��gg w S 5s RECOMfi LADED GLASS CLEARANCE(I NOES) 48 60 72" 94' 96" 191 120' 132" 14411 15 19" 18C►' 191 2WR 216" 228` 240" "T SPAN SLATTYPE SLAMPE SLATTYPE SLAT RE SLATTYPE SLATTYPE S1ATT1�€'f: SLAMPE SLATTYPE SLATME SLATTYPE SIATTYPE SLAT WE SLATTYPE SIAT TYPE SLAT TYPE SLAITYPE A B C D A 8 C D A 6 C D A 8 C D A 8 C D A 8 C D A 9 C D A B C D A $ C 0 A BU D A B C O A B C Q A 8 C D A f3 C O A 8 C D A B C D A 8 C 0 10 1.2 1.2 i7 4.0 2.4 1A 29 40 35 L6 4.0 530 3.8 29 43 SA 4.1 43 4.6 5.8 4A 43 49 60 4.7 S.3 5.2 7D 5.0 5.1 SS 8.0 SA 52 5,8 S.5 S.6 53 6.1 9.0 - 5.A 9.5 - 5.5 - 10.' S3 - 10.5 . S-6 - 11. - 56 - 11. 25 1.3 1.3 l8 4.0 2.5 1.7 3.0 40 35 2.4 4�O 50 3.8 3.6 4.3 S.S 4.1 4.4 4.6 5.8 AA 49 43 6.2 4.7 5.3 53 71 S.0 SA SS 82 3.3155 S.3 8.7 S.6 5.? 5.1 43 5S 9.8 . 59 10.' - 61 - 114 -�61 . 11.5 - fil . 12 - 61 13.0 - EA 15.0 20 1A U.1914.0 2.6 1.9 33 41 3.6 32 41 51 3.9 4114.4 5.6 4.? 4.6 4.7 S.8 AS Sl 531 6A 4.0 5.S 5.3 72 5.1 63 SS 83 SA 59 S9 32 5.7 6.1 6.2 9.6 • 63 - 10.3 • E4 - 10. • 63 - 11.4 - 6.6 12.0 - E6 - 13. . fi6 14.0 - 89 - 17.0 25 1.3132A402.71.93.2413.fi3.9415.13.94124.43.64.? 4.7A.75.84.5535.06.64.BS.7 S3735.16.75.585SA 635.99.0 - 65 98 6.7 - 10.4 - 6.9 - 10. - 7.0 - 115 - 7.1 - 125 - 71 • 13.- . 7.1 15A . 9S - 180 � 30 L61.52.1. A02.823334.23.63.941 .23.94.44A5.74.24.94.7Sk43 Si 54614. 6-053745.17.15.686SA66S.9t1.2 - 69 10.1 - 7.1 . 10.7 . 73 . 11. 75 . 121 - 7.6 - 131 • 76 . 14. � 7.6 14A . 10.0 - 19,0 u 35 1.3 L3 12 41;1 La L7 3A 4.2 3.7 39 4.2 .2 4.0 4.5 45 SS 4.3 51!4.8 5,8 4.6 58 5.1 1.0 4.9 6.2 i4 75 5.2 76 S.7 82 S.5 7!1 5.0 9.4 7.3 . HA 75 • 1110 - 78 - ll 8.0 - 121 • 8.1 - 136 - 182 - 15 18.1 • 1.t 31 - 101 E5.6- 40 90 4+ L8'f_8 13 U 30 39 3.5 4.3 3.7 U 42 .2 4.0 4.6 4.5 59 4.3 5.2 42 S8 46 60 5.1 7.2 4.9 65 14 7.6 5.2 8.0 5.7 9,0 . 73 - 9.6 - 7.7 • 103 - 8.0 - 11.3 . 93 11. 8.5 13.0 • 8.fi - 11411 - 8? - 15 - 8.6 . 18.0 - - 20.0 F-•t 45 1.9191400343.64.3 3.74.14.1 34.0474359435A4.8SS4.6625.17.34.96.7147.35.2855.79.1 - 77 - 4.8 - 8.1 • 10. - 8.4 - 11.6 87 - 12. - 9.0 13A - 91 - 14.8 - 9:2 . 16. - 9.1 - <4fi - - - � i� 50 2.02.025U3.2,3S 334A 3.7424.2 .34.0.4.9456,04353425.84.76.45.27.55.37.0167.9558.96.09.2 • 84 - 10. . 8A 111 8.8 • 119 - 5'2 - 12. - 93 13.8 9.7 - 15.3 - 9] . 17 - - - - - � SS 2.121 264k3.23.S 3.714A JA 4343 # 415.04.6614A574.95.84.805.37.65.27.2178.15.b9.3 - 9.3 - 94 - 10 . 8.8 11.3 9.3 . 12.2 - �7 - 12. - 10.0 - 14.1 - 10.2 - 1S. - - - 18 - - - •! - �c � ECJ L2 21 2."r 4.8 3.3 3.6 3.8143. 38 44 43 A 4..1 51 4.6 6.2 4.S SS 531 5.9 4.9 68 i.4 7.7 5.3 75 S8 82 - 98 • 9.4 - 87 - 10. - 91 US - 9.7 - 12S . 10.1 - 13. - 10.5 - 14 - 10.7 - 164 U 6S 23 23 18 4.D 3.3 17 3.9'45 32 43 43 .4 4.2 S.2 4.7 6.3 4.5 6.0 53} 6.1 4.9 73} 5.4 7.8 S.3 7.7 18 8.4 10.2 . 93 - 91 - 10 9.6 - 11.7 - 10.1 12.8 - 10.6 - 13., - 109 - 1S. - - - 17. _ - - - Q s 25 2A 10 4.D 3A 3.3 3.9 4.6 3.9 4.6 4A S 4.2 S3 4."r 6A 4.6 61 S1 6.3 50 11 53 7.9 SA 7.9 - 8.6 - 10.6 - 9.6 - M 10. • 100 . 11S 10.6 • 13.2 . 11.0 - 14 - - . 155 - - . . . Z A 75 2.6 2511114.0 3A 32 33 4.6 3.9�4.7 4.4 .5 4.3 SS 4.8 6.S 4.7 6.3 S.2 6.4 S.1 7A S.6 8.8 - 8.2 _ 8.1 - 11.1 - 9.8 - 94 11. • IOA 12.1 11, • 135 . - 14. - - - 16.0 - - - _ �-•t � $0 2.7 2.6 ?.2 40 3.2 3 8 3 7 4.7 4 0:4-7 A.5 .6 4A 56 4.9 5,6 4.7 63 52 6.6 S.1 76 5.6 8.1 $d 182 11.5 - 10. - 1Q1 11 - i0a 12.3 - . 13.8 - - 14. - 85 2.82.7134.03.3333.84.74.04.845 .64A 5749674.86.5 - 6.75.278 • 83 - 8.7 90 - 119 10.2 103 11 . 12.5 . 14.0 - • - 15. - 90 2.9 2B 3.4 A:3 3A 0 3.9 4.8 A-0 49 4S .7 4.5 53 5.616.7 4.9 6.8 - 69 - 831 - 8.4 - 89 - 92 - 12.41 10A - TCB 11 - 12.8 . 14.1 . 95 303.03SA3354014.04.8t.lSal4.6 .84.S6.05.068SO6.1 - ?A - v - 8.5 - 5.2 - 93 1L$ • 10.6 - 12 . - 139 14.2 _ • . - 100 3.1 31 16 A!? 3.6 4114.1 4.9 4.115.1 4.6 A 4.6 S.1 S 1 68 S.1171 - 12 84 88 - 9A 95 - - 10.8 12D 3.3 38 4.0 3.8 - 4.3 4.9 4.3 .9 4.8 - - 69 S.117.7 . 7.8 - 92 - 89 - - • 91 11d . ! _ _ . . . _ . . . . . . . . - - - - - - � .i• 140 1.5 14014.0 4.0 - 4.5 S.0 45 - - 9 5.0 - - 6.5 - €.3 - - 9.0 - - - Ia0 _ - - - - . . _ . _ 160 37 - 4.2 4A 42 - - 5.0 4.7 - .0 - - - 7.13 - � • 8.5 _ _ _ _ _ _ _ � _ •�.-- - A 1$0 3.8 - 4.3 4.3 - 4.8 200 3.9 - - d+l - _ _ _ _ _ _ _ _ . ; . . . . . 220 3.9 _ _ . . . . ! o 260 _ - - - - - _ � . _ _ _ . � �A•�•t�.1;�. 2811 . . . . . . . _ ,s SIAMPE •`'' A P551ER,US6D,AND PRER MA4r7A, DI- r-6 ALT E C P55ER,PSS€RIND,&1133E13 1°'"VED DI-F 0 QOlAPACT DAM 04.20-12 nu�lo m- 3-01-031 B A SCALE- sets 71L 3F :26 END MOUNT CENTER MOUNT END MOUNT r� ® z �z �. :u!q$— OLAW c�ARANCE -,S®l J � JU IR SLAT SLAT SPAN SPAN MIDDLE END END MULLION MULLION MULLION . O SLAT '• '•• SLAT SPAN SPAN z� O O H ENO MOUNT STORM BAR CENTER MOUNT STORM BAR 7 END MOUNT U Z GLASS Cum"m He MF w z � w o o � z° a a „ SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN TRACK TO TRACK— 2 SPAN TRACK TO TRACK— 2 SPANlz --�- •' 1 UNIT WIDTH UNIT WIDTH END DLE MULLION STORM BAR MUD ON STORM BAR ENO — MULLION DRAWN: D DAM 10-21.0? APPROVED: DV SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN DATE. 10-21-09� DRAWING Na TRACK TO TRACK-2 SPAN 3-01-031 TRACK TO TRACK— 2 SPAN sczR: B REV: UNIT WIDTH UNIT WIDTH SCALE-- IX=I1•0" SHEE1: 8 Of 26 U 2 O 4b tu a ®U rya " I ;it o � oil AIIIIIIIIIIIIII ___j Z �- ,� o JV DRAWN: DL F e f DATE: lO'ZI'O� 0.` APPROVED: DV ✓ DATE: 10'ZI'� DRAWING NO: 3-01-031 SI2E: D REV: B P550ER SHOWN NOTE: 1. SEE SLAT REINFORCEMENT DETAILS SCALE N.T.S. ON SHEET 6 OF 26. SHEET: 9 OF 26 1 O z • J zap -JQ c L< ' I co ol C) } U W ° q �D oom ------------- 101 in ►4 r / DRAWN: DATE: D 0 _• f�•o�-o� el APPROVED: DL DATE if•0�-09 Jv DRAwlNOND: .� 3-01-031 SIZE: D REV; _ AL7—E SHOWN SCALE: N.T.S. SHEfiT: 9A of 26 �SBGIION"A-A" 1 swnoN -77 CONCRETE CONCRETE CONCRETE v r EDGE DISTANCE ,ti, 01 ANCE DISTANCE 3" MIN. • • `- 3" MIN. 3 r MIN. '_. C NCRETE BLOCK. v CONCRETE BLOCK, a P URED CONCRETE. v POURED CONCRETE, v CONCRETE BLOCK, : 0 W000 STUD POURED CONCRETE. JPLUG .w OR WORD STUD OR WOOD STUD STUCCO - -r �.O STUCCO STUCCO �•® 1/2" SEE SCHEDULE JAI A SEE SCHEDULE HA2 SEE SCHEDULE /A3 PAGE 10A PAGE 11 PAGE 1 1 A =a �'� SEE SCHEDULE � SEE SCHEDULE �A 05/8" HOLE PLUG �D J ORCZ o5/8" HO :�y m5/$" HOLE PLUG 1-� 01/4" TAPCON OR LAG BOLD OR B 01/4" TAPCON OR LAG BOLT 24" D.0 , Q OPTIONAL �j *WOOD CREWS SHALL BE CENTERED IN 2"FACE OF STUD. OPTIONAL,• OR r z V I HOLE SPACING O.C. SCHEDULE#A' ( ( I I I < PSF,SLAT SPAN 36" 42" 48" 4" 60" 66" 72" 84 96 108 120 144 156 168 180'"' 192 2046 21 228 240 10 18 18 18 18 18 18 18 18 18 18 15 10 9 8 7 6 6 5 5 5 bA 15 18 18 18 18 18 18 18 18 15 12 9 7 6 6 5 4 4 4 3 3 w oP,,/4 20 18 18 18 18 18 18 18 14 11 8 7 5 5 4 4 4 3 3 3 2 25 18 18 18 18 18 •• 18 16 11 8 7 6 4 4 4 3 3 3 3 2 2 0 .• 30 18 18 18 18 18 16 13 9 7 6 5 4 3 3 3 3 2 2 2 1 2 35 18 18 18 18 17 13 10 7 6 5 4 3 3 3 2 2 2 1.5 1.5 1.5 3 40 18 18 1,8 18 13 10 8 6 5 4 4 3 3 2 2 2 1.5 1.5 1.5 1.5 0 45 18 18 ,18,{ 16 12 9 7 6 5 4 3 3 2 2 2 . 1.5 1.5 1.5 1.5 1.5 50 18 18 18 14 10 8 7 5 4 3 3 2 2 2 1.5 1.5 1.5 1.5 1 1 55 18 18 17 11 9 7 6 5 4 3 3 2 2 LS 1.5 1.5 1.5 1 1 1 \` 60 18 18 1$ 10 8 6 5 4 3 3 3 2 1.5 1.5 1.5 1.5 1 1 1 1 0 65 18 18 13 9 7 6 5 4 3 3 2 2 1.5 1.5 1.5 1 1 1 1 1 Z j 70 18 17 12 8 1 7 5 5 4 3 3 2 1.5 1.5 L5 1 1 1 1 1 1 75 18 15 11 8 6 5 4 3 3 2 2 1.5 1.5 1.5 1 1 1 1 1 1 : � %00% 80 18 14 10 7 6 5 4 3 3 2 2 1.5 1.5 1 1 1 1 1 1 N/A 85 18 13 9 7 5 4 4 3 3 2 1.5 1.5 1.5 1 1 1 1 1 N/A N/A 90 18 12 8 6 5 4 4 3 2 2 1.5 1.5 1 1 1 1 1 1 N/A N/A A �. ••. 95 18 11 8 16 5 4 3 3 2 2 1.5 1.5 1 1 1 1 1 1 N/A N/A 100 18 10 7 5 4 4 3 3 2 1.5 1.5 1 1 1 1 1 N/A N/A N/A N/A , 120 12 8 5 4 4 3 3 2 1.5 1.5 1.5 1 1 1 N/A N/A N/A N/A N/A N/A 140 10 6 S 4 3 3 2 2 1.5 1.5 1 1 1 N/A N/A N/A N/A N/A N/A N/A DRAWN. DI-F 160 8 5 4 3 3 2 2 1.5 1.5 1 1 N/A N/A N/A N/A N/A N/A N/A N/A N/A DA's 10-2!-09 180 7 4 4 3 2 2 2 1.5 1 1 1 N/A N/A N/A N/A N/A N/A N/A N/A N/A APPROVED. l�l.F 200 6 4 3 3 2 2 1.5 1.5 1 1 1 N/A N/A N/A N/A N/A N/A N/A N/A N/A 220 5 4 3 2 2 2 1.5 1 1 1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 10-21-07 240 4 3 3 2 1.5 1.5 1.5 1 1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DRAWING ft n 260 4 3 2 2 1.5 1.5 1 1 1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3-01-031 280 4 3 2 .5 1.5 1.5 1 1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A slze B REV. *1/8"ALUM 6063-T6 ALLOY,#14X 3/4"SS SMS(MINIM_M 2"O.C.FOR HOLLOW CAVITY RAILS) SC ALE. 1:4 t SHEET! 10 OF 26 FASTEN R DRILLING O.C. (INCHES) SCHEDULE Al 48" 60' 72" 84° 96° for 110" 132° 144" IV 168" 180' 192" 2w 216" 29 20 PSWT SPAN • Fastener fastener Fastener Fasten r Fastener Fastener Fastener fastener Fastener Fastener fastener Fastener Fastener Fastener Fastener Fastener Fastener Z R m ABCDEFABCDEFABCDEfA6C EFABCDEFABCDEFABIC DEFABCDEFABCOEFABCDEFABCDEFABCDEFABCDEFABCDEFABCDEfABCDEFABIC DEF 10 24124124124 24 24124124124 24 24 24 24 24 24124124124124 21 2412� 24 24 12 17 23 24 24 24 9 1418212424 7 1214112424 6 1011141424 S 9 10122224 4 7 9 10 19 24 4 7 819 1714 416 7 9 1524 3 6 7 8 1412213,5 6 7 1321 3 5 6 12 19 3 415 6 1118 - 4--15 6 10 17 15 141124242424242824242424111524242424101319224247111417242469I11324245 ] 91119244689162436781423356713213566121934561117 . 4551016 - 445915 - 34 5813 - 344813 . 344 ] 12 et � 20 24 18124124 24124 24113124 24124 24112112 20 24 24 2417 10113 1��12412415 8 1101 V2122124 4 7 8 10 17 24 3,61718114 23 31 516 7 13120 31415 6 11,181. 4 5 6,10,161 445915 . 345813 . 344812 - 334711 . 334 ] 11 - - 33610 - 3369 25 2413242424241$112324242489141824245810 23144681017243578142235671119 4561017 . 445915 . 345813 . 344812 . 334711 - 334610 • - 33610 • - 3369 - • 3358 • . . 358 30 2111242424241210182424146811142424468118243578142334671219 . 4561016 . 345914 . 344813 . 334111 . 334610 • • 33610 • - 369 358 358 • 357 - . 1 35 1810 2124 24 2410 8 15 22 24 24 517 9 12 2124 4 5 7 8 15 24 3 4.6.7.12 20 - 41516 1016 - 3 4 5 9 14 - 3 4 4 8 12 - 3 3 4 7 11 - 3 3 6 10 • - 3 3 6 9 - - 3 3 5 9 - 3 5 8 - .1315 7 • • - 1 • - • - • 7 • 6 40 1681824242481111724244681018243568142234561111 . 345914 - 344813 - 334111 - • 33610 • - 3369 • • 358 . - • 358 • - - 7 - 7 - - .16 - - 6 - - 6 45 1471b24141476Ill 1424244579162434671219 . 3451015 - 344813 . 334711 - - 33610 • - 3369 - 358 - - 358 - - - 1 - 7 - . 61.- • - - - 6.. - - 5 S 50 127142424145591223243568142334561117 . 345914 . 334112 - - 3 4 6 10 - - 3369 - - 358 - • 358 - - - • • 7 - : 5 - - - 6 - - 6 - - - - 5 . - - - S 5 SS 11 6 13123 24 24151518 1120 241314 6 7 13 21 3551016 344813 34711 33610 3359 358 7 7 6 6 S z S 5 Q Q 60 961118242445710182434561219 34- 5914 334712 34614 3369 - 358 351 7 5 6 S 5 5 �'-+ H 65 85111724244479162433561117 345813 34111 33610 358 358 1 6 6 S 5 5 u 70 751015242444681523 3451016 344812 34710 3369 358 7 6 6 S S S H 75 6 5 9 13 24 24 3 4 5 7 141211 314 5 9 15 3 3 4 8 12 3 3 6 10 3 S 9 3 5 8 7 6 6 S 5 V 80 64812232434571214 345914 34711 3369 358 51 6 6 5 S 5 A 85 54711212433561218 345813 34111 3369 358 ] 5 6 S S U W Q 90 54710192433561117 344813 34610 358 351 7 6 S - S S 95 S 4 11018243 314 6 10 16 3 4 712 3 3 6.10 3 5 8 7 6 5 S S ' 100 44691624 3451015 341ll 3359 358 1 6 5 5 S 120 33571420 34813 33610 358 1 b S S 140 3 '3 '451116 34111 358 lr ' 6 S S JJ 160 45914 33610 358 5 S S 180 34812 3 69 1 6 S ; 100 4 7 11 3 5 8 5 S 5 220 4 7 10 3 5 7 6 - 5 r• ` ' 240 3 6 9 7 S S : 260 359 6 S wq 28Q 3 5 8 6 S ' 8 Fastener Edge Ustm Mn.Embedment Substrate A Vf Tapwn i l[2" 1-112" Wood,(fasteneri centerof stu ff B 114"Tal on 3" 1.14" cmulmlow I DRAWN; DLP C 114"Tapoar 3" 14 400D PSI Concrete orCell Filled CMU DAM /0'2/.09 D if eWedge Boit 4.15" T 4OMPS1 Conaeto orCell Filled CMU "PROVED: Dlr E 318"Wedge Bolt 4.25" 49 4000 PSI Comet orCell Filled CMU DATA 10-21-09 DRAWINONO: F 3 j8"Wedge Bolt 5.2T v 4000 PSI Concrete orCell Filled CMU 3-01-031 SZE: REV: B -- SCAI.E: 1:4 SHEET: 10A OF 26 FASTENER GRILLING O.C. (INCHES) SCHEDULE A2 W � P TSPAN Fastener Fastener Fasten Fastener Fastener Fastener Fastener Fastener Faskner Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener m g ABCDElf ABIC DIE FABCID EFA $ CD FABCDEFA $ CDEFABCDEFA8CDEFA8CDEFA8CDEFABCDEFABCDEFIA BC0EFIA BCDEFABCDIFABCDEFIA BCDEF 10 24 24 I 24 I 24 24 114 2414 I 24 I 24 I 24 471 24 I 24 I&-11 24 24 1671 24 Id I 24 24 4111 U 1141211 24 24 2419 110115 20 24 24 718 12 16 24 24 6 7 10 13 Z419 S 6 9111121 24 41 S 17 1018 NJ 41 S 17 9 16 25 4141 6 8 1151B 3 4 6 711311-- - 31 S 1 7 1219 - 31 S 61111 - • 416 111111- - 415 1016 1S 242424N242424242d24242424242424242410121823 424 7 8 12162424 6 6110132324 5 S 8 10 19 14 4 4.7,9,16 24 3 4 618114 221. 3 5 1111 19 - 3 S b llU - - 4.6110116 • - 4,5 915 . - 4 S 914 - - 3 4 8 13 • - 3 4 812 • - - d 711 20 242424I42424242424242424121421A142478121b424S69111121124 4 S ] 9112434681422 - 3S7i 214 . 1461117 • - 4S101S . - 45914 • - 34812 • • 3d t1t • - - 4 ? 11 • • . 36D . • 369 . • - 369 2S A2414242414242424A114.24,8 g11118,1424 5 6 9121,1,24,4 5 7 4117124 3 4 6 7 1421 . 3 S16 1218 • - 4 5 1016 - 4 5 914 • • 3 4 812 • • 3 4 7 11 • • • 4 7 10 • - • 3 6 10 • - • 3 6 9 • - • 3 S 8 • • • 3 S 8 • 3 . 7 30 24242424241414142324242467101424244579 �812413141681412 - 3561218 • 4S1015 • 45913 • - 34812 • - . 47n • - • 36M - - 369 3S8 . . . 3S8 • 3 . 1 7 • • • . 7 3S A24242424241112192524245691121244468151241-131S71219 • 451016 • • 45913 • • 34812 . - 4710 • . 369 . • - 369 . - 358 . . • 3 . 7 . • - - 7 • . . 1 . . . . . 6 . . . . . 6 40 2424242424248914182424457101824346 ? 21 - • 461016 • - 45914 • • 348 ]2 • - - 4710 • - • 369 • - • 3S93S8 • 3 - 77 - - 6 • - • • • 6 • • • . • 6 • • • • • 5 V 24 77111524141* 4791624 356 18 4595 34812 4711 3610 369 3S8 7 7 6 6 S S dS ?d 24 24 24 24 � z S0 21202414242466912232434681422 46 17 45913 4711 3610 369 358 1 7 6 6 S S 0 p SS 19 18 24 9124124 S S 8 112124 3 4 5 713 20 4 S 15 -.1314 81121 4 7 10 3 6 9 3 S 8 3 1 7 6 6 S S W 60 ll1117A242445810I924 3561218 4S 14 34711 3610 3 S 8 3 8 7 6 b S S V 6S 9101621242444791624 461117 341131.1.1. 4711 369 358 7 6 6 S S E� 70 991419242444b81S24 4510 IS 34'8'12 3610 369 31-181.1 7 6 6 S A 771114242434671421 45914 34712 369 358171- b 6 S Z7SV W 80 6610112424 3571219 45914 4711 369 358 7 6 6 S H 710 3 6 9 3 1 1 6 S 8S S69122224 3561218 34813 4 i z 90 5S81I202d 461117 34812 3610 3S8 7 6 6 S z a 95 SS3112024 461116 34712 369 358 7 6 S 100 45791824 451016 4711 369 31816Isr" 120 34681422 34813 3610 358 7 6L. S � 140 461111 4111 358 7 6 S ° 160 dS9IS 3610 3 B 6 S 183 34813 369 7 6 in 00 200 34712 358 6 S 4 111131-181. 6 5 ° Imo,• Aa� 20 1316ILO7 6 A 369 7 S ?PE1 6 S DRAWM; 369 DI-F 4 Fastener WvNstante Min.EmMent Sisute °"'E-- 09.2.5-05 A VeTapron 11[22 I_vr Wood stenerm r4erofstud] APPROVED pLF 1141 Taps 3° i• 4' CMtJ fallow � SATE: 09-2-11)-098 ps v DRAWINO NO: C lj4'Tapcon 3° 1.31f 0PSI Cowete qrCdl Filled 01A 3•-01-031 D 1 jMedgeBdt 4,25' 3° GO PSI Cormte Celi Filled N B REV: E 3XWedp Bolt 415' 4.S' 4000 n Coouete Kell filled M SCALE: 1:4 F 3XWedpBdt 5E 43° G0PSICormte crCell Filled K SHEET 11 I vF 26 oa0a�00o�omo�aoo� �wonnaonoonnononnn00000nonnnnneoonn000enonon000nu0000non0000nonnnoen000eono0nn000�noon000noo +onneneono omomo°m�mommoo�mAmoo�mmoo°��m�m0000�io°oo°�mmm°v°on�oono��omsgonoon��nmoenno�Coee0000�eeoono=eoonoee°�000mei°oo�� I MW MMM MMMEM MmmmmmuUMMOMINIMMMun Immunnummu IBM 111181111188111810 onoeenonoeeeoAneeieioeei°oin1eenie �m�mmommom°mmmoeo�mmmo�o°om�on000�eoogoo°eeo°eo°oeeo�°n°�e�onnome�gonn°ee°egone°e�o�oee°eo�gee°eeen�eee°eae°eeeeo°re°eeea MMBIMoom000mmonaoBEIRIGOMIm e°eo°ooh'een2 �eeo°nmgeingneeo�eoeeeeiSeeeeene°eeeeoe�eeeoee�iiaeee°e°e°eeeu°ee 1l!11MMMMMM22uMM anoomoee000�ieioo�omuoo°aoeeeoan°eeeo n°eeeeeneeeeen°eeee°e�°eeeeee°eeeeeeee°ee°e°e�eee°eeeeee°eeeeeeu mccon 1118MMI HIND long 111111111 His ' °n°nommen°nonnmooeeuoo°mie°oo�eennao°ee°eee°oases°en�e�°see°negeee°oeee�eeee°eeeeeee°sasses°ee�eeee°ee°r°�eee°sasses°eeeeeeee o888mm one MMI aono�eeonAeeooOaeeeneoeegeenee�eeoeeee�eeeeeeeeee�eeenee=eeeeeeeeeeeeeeeeeeeNeeneeeeee oon000mononmmeen000 enonoeeeooueeeuenee sense eeonee eeeeeeeee neeeee eeeexeeeeeeeeeeeeeeeeeeeeeeeee 11211°�°ooEim°eonnm°m°ren°o°Deni°eennoeeea°e�°eeieenieee°°in�eeieeeeeeeeeiee°ei�eeeee�0ee°ee=Ceeee°ee�eiee°eeeCeeee°�e�eee°ease GIBIMM11121 1118801 ieeenenene�oeeueoem�eeee eeee�eeeeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeee set 18881MINIGIM1181881111eo�eeeeneee�ee�eeeeeeeeeeeeee=°eeeeeeeeeeeneeeee=Cene�eeeeeeeeeeeeee�eeeen xe 1128Moeennmeeeneoeeea1n�eeeoeeee11111111111111111111e�e eeoa mei�anoeeeoeo'nso e11gease'nesne111111111111 sasses e�eeu ease eeee� eeeeeee ee�e Ilona 1 1811111 1 11111111111111111111111 1 eeeiie°ieee°eeieeeeiee°eeeiieeeeg�eeeiegeee�geeii°e°ee "11188811111neeee°ee1ee0eeee°eee1ie°eeie�eeeee°eeeeee�ee°e°see°see°eeeee�eeeeeeieiieeeeeee�eeeee°eeeeeieeeiieee°ease - 11�11111o2811111° oeigeeeeeeee°eeiegeeee°eiiee°'ee eee�eeeeee�ieieeeeeee�eeeeele°eeeeeee°�°eeee�ueeeeeeeee°ee�eeee°eee SECTION SP.C'TiON"A-A"(5) ® a J J�LL CONCRETE ,•, f• • 1/2's EDGE v CONCRETE BLOCK, '(yp• DISTANCE .F:: - POURED CONCRETE, 3" MIN. 4 OR WOOD FRAME* 4 ° 4 �UJ z wai5 i ° ZZ La - SEE SCHEDULE #A5 CONCRETE BLOCK, PAGE 12B OF 26 _ V STUCCO POURED CONCRETE. T c SEE SCHEDULE #A4 OR WOOD FRAME* ,z PAGE 12A 0 26 (STAGGER ANCHORS) I 4 4• O NON STRUCTURAL ANCHOR OPTIONAL —__ STUCCO H DULE A OoRG -SEE SCE SEE SCHEDULER PAGE 10 OF 26 PAGE 10 OF 26 05/8" HOLE PLUG D OR B 05/8' HOLE PLUG � Q Q V Z O �BCTION"A A"(6)� .. O f=4 _ a CONCRETE BLOCK, POURED CONCRETE, 4 ° OR WOOD_FRAME* 4 : .:az w (D O H 00 < wcn ° 4: SEE SCHEDULE #A6 ' PAGE 12C OF 26 A , v 4 .. DRAWN: DV-F STUCCO GORO DATE: O4-26-04 EE SCHEDULE #A APPROVEDDLA PAGE 10 OF 26 DAIS 05/8" HOLE PLUG DRAWIN0140 3-01-031. SIZE. IREY* B C *WOOD SCREWS SHALL BE CENTERED IN 2"FACE OF STUD. SCAM 1:4 SHERI% 12 of 26 ASTE ISI E RILL (INCHES) DR ING O.C. A4 48' 60" 7t 84' 96' 108' 110' 132' 144' 1Sb' 168° 180' 19r 2044" w z 116' 2x8 240 ® , PSFWAT SPAN Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener F2tener Fastener Fastener Fastener fastener Fastener w Q c °` 0 YJ�LL ABCDEFABCDEFABCDEfABCDE ABCDEFABCDEFAB-11 CDEFA8CDEFABCDEFA8CDEFA8CDEFABLDEFABCDEfABCDEFAB1l CDEFAaCDEFA8CDEF 10 24 24 24 24 24 14 24 24 24 24 24 24 24 24 24 24 24 24 2018 24 24 24 2 9 9 1410 2414 7 6 1014 24 24 S S 8 if 23 24 4 4 6 9 19 24 4 4 6 8 16 22 3 3 S 1 14 19 - 4 6 13 17 . . 4 6 1215 • 4 S 1114 - . 3 S 1011 • 3 4 9 12 • • 4 8 11 • 4 8 10 O g 15 24 24 24 24,14 14 14 24 24 24 242419924242424871116241 5581224244469 ]82433511510 - - 461317 - - 451114 - • 351013 • • 34912 - - • 4811 - • - 4110 • • • 319 • • - 368 . • • • 68 67 20 24 24 24 24124 24 24 24 24 24 24 24 9 9 14 S S 81111232 4 4 6 8116 22 3 - S 6 1318 . 4 5 1115 - - 3 S 1013 - 4 9 11 - - 4 810 • 317 91- 3 6181 6 8 . • .1517 - - S 7 6 - 6 25 242424242424201924142424 6 5 9 132424 4 4 6 8 172 3 . 5 6113 18 • 4 S11114 • - 3 4 9 12 • • 4 8 10 - - 3 7 9 - 3 6 8 6 8 - 5 1 - - - - 6 6 - 6 . - S 5 30 242424242424101015222424Sd71020243351141 - - 451115 • - 34912 • • - 4810 - - • 319 • - - 618 - S1 - 7 - - 6 . . . . . 6 . . . . . 5 . . . • . . . . . • • • — 35 24 24 24124 24 24 9 8 13 16 24 24 4 4 6 6 1122 4 6 12 1 3 5 9 131118 10 3 7 9 6 8 S 7 6 6 S S 40 24 24 24124,24 24 6 6 913 24 24 3 3 5 7 14 4 S 11 1 4 8 11 3 7 9 6 8 S 1 6 6 5 45 24 24 24 2414 24 5 5 8 1122 24 4 6 13 1] 3 5 9 4 1 10 3 6 8 S 7 6 6 5 U SO 17 15 24 14 14 14 4 4691824 451115 481 379 68 7 6 S O O SS 14 13 2124 24 24 4 4 6 8 16 22 3 5 10 1� 4 B ] 3 6 8 S 7 6 S *--+ H � 60 8 7121124 24 3 3 5 7 15 19 3 4 9 ]2 3 7 6 8 6 6 5 C� Z 65 7711152414 461311 4811 31 S7 6 S 70 7510142424 461216 4810 6 S7 6 S u 75 5 5 1102124 4 51114 4 110 6 6 5 O � � Q 80 54792024 351013 379 S 6 5 85 44691813 34912 369 S 6 0 A� 90 43581611 49ll 368 S z 95 4 3 5 8 16 2I 4 8 11 6 8 6 S a A 100 3 571418 4810 � 8 5 a � 120 d 5111 IS 3 6 8 6 140 4911 68 6 160 417 l0 7 S 180 3 6 9 6 200 6 8 5 :,w •� � Ito 5 1 5 ` 240 5 7 260 6 — b DRAWN: 01—F ILL 8 Fastener Edgeastme thn.Ededment Substrate DAA A 114'Tapcon 1.1J1" 1.1/2' Wood(fastener in center Istudl APPROVED: ov B 1/4"Tapcon 3' 1-]/4' CMU Hollow DAM 09-24"p-? DRAwtNo No: C 1/4'Tapcon 3' 1-3/4' 4000 PSI Concrete or Cell filled CMU 3-01-031 D 1/4'Wedge Bolt 4.25' T 400OPSI Concrete or Cell illed CMU SIZE.. B REV: E 3/8'Wedge Bolt 4.25` AT 4000PSIConcrete orCell illedCMU SCALE: 1;4 F 3/8'Wedge Bolt 5.25' U 4000 PSI Concrete or Cell illed CMU SHEET: 12A OF 26 +r FASTENER DRILLING O.C. (INCHES) SCHEDULE A5 48" UUa a n x a ai ci 12 $4 96 108' 120 132 144" 156 168" 180" 192 204 116° 228' 240" • ; POATSPAN Fastener fastener Fastener fastener Fastener Fastener Fastener Fastener fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener `� m ABCDEFABCDEFIA BIC DEFABCDEf I BCDEFABCDEFABCDEFIA BCDEFA8CDEfABCDIE FABCDEFA8CID EFABCDEFABCDEFABCDEFABCDEfABCDEF 10 24 24124124 24 24 24124 24 24 24 24124,24 9 24 24 24.241 V 29424 24 24 101720242410 8 13142424 8 6[101112424 6 5 9 9119 24 6 4 7 8 1723 5 4 7 71514,4 3 6 6 1318 4 3 5 61216 4 - S S 1115 3 - S 5110 14 3 4 5 913 - - 4 4 912 • . 4 4 8 11 15 2412412413124 24124124;i 24 24 24124121117 24 24,24,241118 114.17124124 -,41 1 r 20 24 24 24124 24124 24124124 24 24124112110,M 19 24 2417-5 10112 24124 4781123435714184 - 5611153 - 451013 • - 44912 - - 34811 33110 • - • 369 - - - - 68 • - - - 61 - - - - 57 - - - 7 - . - - 6 2S 142424242424201624242424 8 7 11132424 614 8 9 1824 3 6 7 1418 4 -15.S 1115 3 . 4 5 9 13 • . 4 4 811 • • 3,417.10 - - - 3 6 9 - . - 6 8 - - - - S 1 - 15111-16 - - - 6 - 61.1- S 30 24 M.Z42424212101621242465810202454671419 - 5611153 . 4591? - - 34811 - - 3319 - - - 368 • - 68 - - 51 - - - - - 6 _ . . - - 5 . . . . . 5 . . . . _ 5 . . . - . . , - - - 35 242424242424108141724245478172243561216 • 451013 • • 44811 3379 . . . 368 . - • 57 . . . . . 7 • • • - 6 - - - - 6 - 40 2424242424248610132424546714193 551114 44811 3379 368 57 1 6 S S W 45 222124242424759112224435613113 459131-1314810 369 611716 S S V 50 . 141220242424547918244 - 561115 - • 44811 • 3379 • - - - 6 z 8 S1 6 S S O O 55.. 121017242424547816223 451014 34810 368 S1151-16 S 60 971216242443611519 45912 33110 68 S1 6 S V V 6S 861114242443561311 44911 319 S1 6 5.- 70 1Q 161013242441-15161216 34810 368 S1 6 S 0 15 6 5 81021243141S H14 3 4 110 6 8 1 6 S W A V W O 80 • 541919253 451013 379 61 6 S � � 8S 54181722 44912 319 S1 6'• S - 0 . ,. 90 44611529.-,-1414911 368 S1 6 95 44611520 348ll 68 6 S a �1 — 43561318 34810 68 6 S 120 3 451114 369 1 5 140 34911 68 6 •� 160 4 110 1 S s �. .g •' ' a 368 6 � 200 6 8 5 0 220 5 7 S 140 6 260 6 — LOV 6 _ DRAWR DI.F 8 Fastener Edge Distance N6n.Embedment Substrate DATE: 09-24.09 A V?Ta 1-V? 1112` WoW(fastener in unterdst jdJ APPROVES MF ATE: B i?TapoOn ? 1uf CMuHOI(ow DDATE- oKo C VfTapcaa r I-VO 40005I0ncetedellfille CMU 3-01-031 D 1 j4"Wedge Bolt W ? 4000 PSIConaete orCell FIlle CMU SIM. g REV: 5" 4,S" E 3jrWedge Bolt 4.240MMConcr&orCellFib(CW SCAM j l:a F VrWedgeBolt 5,24' V 401MIConaeteorCellf0le CMu SHEEP 12B of 26 FASTENER DRILLING O.C, SCHEDULE A6 ow � i C, C 9 9 72' 84 96" 108' 110" 13Y 14C 156" 168" 180 19F 204" 216" 228' 20 "T SPAN Q J Faner Fastener Fastener Fast net Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener Fastener fastener t ABCDEFABCDEFA $ CDEFABCDEFA $ CDEFIA BIC DEfABCDEfA8CDEFABCDEF 'Al BCDEFA $ CDEFABCDEFABCDEFABCDEFABCDEFABCDEFABCO F m 10 24124124124 24 24124124 24124 24 24 24 24 24 24 24 24 24 22 24 4 24 2414 1119124 24 2411 8 114 24 2412419 7 12120 24 24 7 6 9 16 24 2416 S 8 14 24 24 S 4 7 13,24 24 S 4 6 1124 24 4 3 16 10 24 24 41315 9 23 24 4 - 5 9 212213 1.Is 8 19 21131-14 7 181191. - 4 7 171$ 15 24 24 24 24 24 24124124124 24 24 24_14120 24 24 24 2412 9 16 4 24 24 9 7 12120 24 24 ) S 9 16 24 24 6 4 ) 1314 24 51416 1124 2414 316 10 23 24,4 • S 9 2122 3 4 8 19120 3 4 7 111$ - - 4 ) 16 17 • - 4 6 1516 • -13 6 1415 .1-13 5,13 14 . - S 1213 20 24 24 24 24 24 24 24124124.24 24 2414 1118 24 24 2418 7 11 9 24 24 6 5 8 14124,24 5 4 7111 24 24 4 3 6 10 23 24 4 . 5 8 20 22 3 . 4 7 1819 - .- 417116117 - • 3 6 1516 - -13,6,B 14 • - 3 51213 • - 5 1212 - -1. 4 1112 •1.1. 4 1011 . • - 4 1010 25 24 24 24 24 24 24 22 I4 24 24 24 24 9 7 12 2124 2416 5 8 4124 24 5 4 7 1124 24 4 3 5 9 22,24 3 . 5 819 20 . - 4 7 1618 . . 4 6 1516 . - 3 5113114 - - - S 1213 - - - S 1112 - 14,10 11 • 1-14 10,101- . 4 910 • - 4 9,9..l• 3 8 9 30 242424242424141119242424761016242454722424435923143 - 581920 - 4 ) 1617 • • 361415 - 353313 - • - 51112 - - 41011 - 41010 - - • 4910 - . . 389 - - 388 - - • 3 ) 8 • • . .7 35 24 24124124 24 24 12 9 16242424 6 5 8 132424 4 3 6 024244 . 5 8 1921 • - 4 7 16 17. 3 6 1415 - - 3 5 1213 - • • 5 1112 • - • 4 1011 - • -1419 10 - .14 8 9 • • • 3 8 8 • - • 3 7. 8 '• • • • - ] - • • - - 7 - • - • ) 40 2424242424249 ) 1214242454 ) 112424435921D3-- 4 ] 171$ • • 361415 - • 351213 - - - 51112 - • - 41011 - • • 4910:• • • 389 • • . 388 - 8 - - - ) . - _ - 7 . . . . . 6 . . . . . 6 ' z . •• 45 24242424242416101624245461024243 - 581920 • - 461515 • • 351314 • • - 51112 • • - 41011 • - 4910 • - - 389 - - 388 - - - 8 - - •• ; - ] - - ] - - - - - 6 - - 6 . 5 0 � • 50 161423242424658142424435922243 - 471) 18 • - 361415 • • - 51213 • - 41011 • • 4914 - 389 - 388 - 77 ) .• - 6 - - 1.61- 6 . . . '—` S S S5 1412 20124 24 24 6 47 12 24 24 4 518 20 22 4 6115116 3 S 1214 4 1111 4 9 10 3 8 9 3 8 8 1 8 ) 6 6 6 5 S 60 108142224245471124243 471810 361415 51213 4 10 11 499 389 378 ) 6 6 6 _ S 5 � 65 9712 20 24.24 4 3.6.10 23.24 3 47.17,18. 3 S 1314 511112 4 9 10 318 9 3 718 1 7 6 6 5 Sj 70 871118242443592224 46151751213 410 II 4910 388 8 1 6 6 5 S w a 75 75915242443581Q22 361416 1113 41010 389 3 ) 8 ) ) 6 5 S Q 80 6 5 8114 24124 3 5 818 20 3 61131151 1112 4 9 10 3 8 9 7 8 7 6 6 5 = ` 85 6481224243 J4 351314 1411 499 137 18 7 6 6 S S 90 5471124243 471618 351213 1011 389 378 7 6 6 S 95 547112414 "4635U 51112 910 389 1 ) 6 S S , 100 446102324 461516 51112 910 388 1 6 6 S 0 110 4 581921 351213 4910 88 1 6 6 S 140 461517 4111? 389 1 6 S 160 3613 15 4910 378 1 6 S �`' 18015.2.131- 3 8.91. 1 6 S = ` 200 4 10 U 3 7181 ) 6 " r�OF �° 1.4 220 4 10 ll 378 6 S 240 1419 1011-1-1- -171.16 ' 260 4 8 9 1 S 280 3 T89 6 S . . . . . . . . . . . . . -TT 11-H7.1-1 -1-1. .� RAM 4 Fastener Edge Distance Mn.Embedment 5ubstrate DATE' DL A Ve laprnn 1-V? 1 i j2" Wood(fastener n center of sted) APPROVED: DV B VeTapcon r I-ve CwHollow DATE. 09-Z4.09 C ]e Tapcan r 13 4` 4MOPSI Conrret orCel I Filled CMU DRAWING D ]j4'Wedge Bolt 4.29' 3` GOPSIComet orCell Filled CMU 3-01-031 E Jr Wedge Bolt W 4S" 4000PY Conant orCel I Flied CMU SME. B REV' f JrWedge Bolt 5.9 45" GOPS1 Cmt iorCelIFilled CMU SCALE: 1:5 SHEET: 12C OF 26 POURED CONCRETE OR GROUT FILLED CMU • W z H 4 SEE: SCHEDULE #A5A • �} a N �z 2) PLACES tj j e U z V n Z _rte' 4ft _ U a'[ 0 l V A JIM eq `. D of � � �D))OR�,S)) d d SEE SCHEDULE #AA STUCCO J (FASTENERS MAYBE UNIDIRECTIONAL DOWN TO 3" O.C. V PROVIDED THE SMS ARE STAGGERED). FASTENERS SHOWN AS INSTALLED IN OPPOSITE DIRECTION. z . .: 0 d u I HE SPACING O.C.SQfCUlEOAA' ( � j , I � ! f I � HOLESPACINGOt SME dE0ASA' � ! V &WTSPAN 36' 42' 48' S4' 60' 66' 72' 84 96 im 120 14. 1% IS I80 192 204 216 218 161I I I S[AT SP 36 42 48 S4'- 64 66 12 84 96 I08 120 144 156 168 180 191 104 216 I28 240 �+ � V 2 18 2 18 i8 9 18 2 A 18 I8 18 18 18 18 i8 9 2 i8 18 10 18 A 18 2 2 18 18 18 18 I8 9 12 10 9 8 7 1 6 61 6 0 is 18 18 18 18 18 a 18 18 18 18 2 18 18 18 a 18 9 15 14- 1 15 18 1$ 18 2 18 18 is I8 17 13 )a 8 7 6 b S S 4 4 4 V Z A 20 2 2 18 18 18 2 18 3-1 18 18 3 2 is 16 S 14 13 12 11 20 18 18 18 18 18 18 18 16 12 9 8 6 5 S 4 4 4 3 3 3 25 is 18 18 18 18 18 18 18 18 18 i8 16 i5 B 12 12 11 10 9 25 IS i8 IS 18 18 18 18 12 9 7 6 •S 4 4 4 3 33 3 3 0 Qs 30 18 18 18 i8 i8 18 18 18 l8 IS 18 9 13 12 11 H 9 9 8 30 18 18 18 2 18 18 IS 10 8 S 5 4 4 3 3 2S LS 2S 35 ]8 18 is IS i8 18 18 2 18 18 U 1 1 12 11 10 10 9 8 8 7 35 1 18 18 IS 18 i8 iS 1 12 8 b 5 5 4 3 3 25 15 40 IS 18 1$ 18 is i8 18 18 18 >8 Is ll ]0 9 9 8 8 7 7 - 40 l8 ]8 18 18 16 12 IO 1 b S 4 3 3 2S5 " '431 45 a 18 18 18 18 is 18 18 18 9 14 ll 10 9 8 8 7 7 6 6 45 2 18 19 18 14 10 8... 6 5 4 4 3 25 FIR t3 50 i8 2 a 1S 18 i8 is 18 17 15 13 SO 18 18 ll 9 9 8 8 7 7 6 6 6 A fi 18 18 1 b 5 4 3 ZS ' �d4„g SS 18 18 18 18 18 18 18 >S 16 14 IZ 9 9 8 1 7 6 5 b S SS 18 IS 18 14 ]0 8 1 S 4 4 )} 3 - m 18 18 18 18 18 18 1 18 38 15 13 11 9 8 7 7 6 6 6 5 S 60 1 18 18 18 12 9 7 k r 65 l8 i8 i8 18 18 18 18 17 14 12 a 8 7 1 6 6 b 5 S 5 b S 4 3 LS • , ` b5 i8 18 IS ll 8 7 6 4 4 3 L5 4 , �x '� 3 ,' � N/A z' fi 18 18 is lS 18 18 18 8 13 U 111 8 7 7 6 6 S S 5 4 70 18 18 16 1D 8 6 S 4 3 25 LS 75 18 18 18 1S 18 iS IS 8 12 10 9 7 7 6 6 S 5 S 4 4 15 18 18 14 9 7 6 5 4 3 25 4 E 3 t ='" jA _ ' , '` oo \ , . 3 3 �S �5,� NIA 3 0 ►�.i" '•i 80 18 18 18 18 i$ is 1 18 11 11 10 9 1 1 6 6 5 S S 5 4 d 80 18 18 13 8 6 S S 4 3 LS MIA � 85 18 18 ]8 18 18 IS U 13 11 9 8 7 b 6 5 S S 4 4 4 85 18 18 12 8 6 S 4 3 25 �,�� „N-ki y�� 3� ��; � MIA N/A 1#A NIA 90 9 18 18 18 18 I8 N ]2 16 9 8 6 6 5 S S 4 4 d 3 90 18 18 10 7 6 S 4 3 ZS _HlA NJA MIA N/A NJA 9S 18 18 18 IS i$ U 15 R 10 9 8 6 6 S S S 4 d 3 3 9S 18 1S 9 7 S 4 4 3 Zi_ °.,4 _.° r 'LS '„tiZ NA NfA NjA MIA N/A 100 l8 ]B 18 18 18 16 14 ll 10 8 1 b 5 5 S 4 4 3 3 3 100 18 14 9 6 S 4 4 1S ^1S _ &3- F ; . . 7!5`. ,:; N/A kJA N/A NjA N/A MIA 120 >8 18 1B 18 16 l4 12 i0 8 7 6 S S 4 4 4 3 3 3 3 120 18 10 7 S 4 4 3 25 '_v 3, 3 : LS:'; A NIA NIA NIA NJA MIA N/A NIA 140 18 18 18 17 14 12 10 9 7 6 6 5 4 4 3 3 3 3 ZS L5 140 I8 8 S 4 4 3 25 4 nRAwrr, DL F 3 3 2.S MIA, N/A kjA k/A k/A HjA 6f/A NJA N/A DATE 09�24'� 18 18 l8 14 12 U 9 8 7 6 S 4 4 3 3 3 3 15 ZS 2 1W 14 7 S 4 3 LS 4 ' 3�= ' 3�'� ZS�� 2.S.' NA kjA kJA H/A NJA MIA N/A WA NjA 180 is i8 11 i3 u 10 9 7 5 5 5 4 4 3 3 3 2s LS 2 1 180 >D 6 4 3 IS 4 x. 4 3 NJA NfA N/A NfA NJA NJA NjA NJA kJA APPROVED DIF 200 18 1$ 15 12 10 9 8 7 6 5 4 4 3 3 3 Z5 ZS 2 I 2 200 8 5 4 3 23 4 rt 3 3 ; ?l. WA rrjA HjA NJA NjA NjA NJA NfA N/A NJA MIA aATs 09-24.09 210 18 ll 13 ll 9 8 7 b 5 S 4 3 3 3 L5 2S 2 2 2 1 2m 7 4 3 ZS '#.Y_ 3 3� 1 kJA K/A ltJA kjA NfA NjA NjA NfA kjA H/A Njp D1tAW1N°Ko 240 1B 16 12 10 9 8 7 6 5 4 d 3 3 ZS 25 2 2 2 2 15 240 6 4 3 25 4 ; `: 3` NlA NjA HjA KJA H/A NIA NjA kJA NJA NIA MIA NIA 3_01-031 760 18 i5 ll 9 8 7 6 5 S 4 3 3 L5 Z5 2 2 2 1 L5 1.S 160 5 4 Z5 4=p' 3 :' 3 , 3 :' 2S NJA NfA NJA NJA NJA VIA MIA N/A N/A NJA NjA H/A s�� Rev` 260 18 14 11 9 8 7 6 S 4 4 3 25 Z5 Z5 1 2 I L5 i5 is B 280 5 4 ZS 4 3 3 Z5 N/A NJA NJA N/A NJA kJA N/A N/A NJA NIA kjA MIA N/A �� `lf S'AWA�iWT6AW)Y,114X3f 4`SS SN6 ( ' , ._. _ _ _ �. O3320PSI{�t(tEORcEitl lEt)q,Of, 4'OIA.TMCOH,PEMBECMENf,3'E0GE01STAN{E Neer: 12D oP _. 26 SECTION"A A"(7} SBCTiON"A A"(8)� SBCnON'A A"(4) i (3) 03/8" SS POWER-BOLT ' i (2" MIN. EMBEDMENT, m 4 1/2" MIN. EDGE DISTANCE) j LL 2 3/16 OPTIONAL OPTIONAL OPTIONAL (2) #56 SS POI RIVET OR (2) #56 SS POP RIVET OR p .(2) #56 SS POP RIVET ORN 9 H (2) #12 x 3/4 SS SMS (2) #12 x 3/4" SS SMS 0 (2) #12 x 3/4" SS SMS 0 m fo (2) 03/8" SS OWER-BOLT 0 (2" MIN. EMBED ENT, G 4 1/2" MIN. EDGE DISTANCE) j.3 0/ I SEE SCHEDULE #3 SEE SCHEDULE #4 MULLION SPAN HART MULLION SPAN CHART MULL E SSPADULE #5 A #44 ALUM. _ (2) 03/8" SS POWER-BOLT POP RIVET .._ � (2" MIN. EMBEDMENT, W 4 1/2" MIN. EDGE DISTANCE) u •$I~!+ SCHEDULE #A A SEE SCHEDULE #A p SCF,-,SCHEDULE OF 26 A PAGE 10 OF 26 PAGE 10 OF 26 0 GE 0 OF 26z > „ 05/8" HOLE PLUG E) 05/8 HOLE PLUG D ORUE OR05/8" HOLE PLUG D OR B O 0 O9 (1) 01/4" EMB. ELCO TAPCON b (2 1/4" MIN. EMBEDMENT. V 3" EDGE DISTANCE) SCHEDULE # 3 NOTE: MAXIMUM GAP BETWEEN...CUT END v 0 f I I AA MULLION IMUMHEIGHT 1N OF POST AND POST BASE IS � q-�� T__:_._ SLAT SPAN ON)-CLEAR SPAN( STORM SARS)-SEE PAGE 8 _�._'_ _�:.�: ' i PSF 48' -T 80 ,-ss-72 7s 84 90 96 f 108�'12oTi32 144. t5s t� 180 V 0 _ 10 _ 240.0 1 240.0 240.0 240.0 240.0 219.6 1 175.1 153.1 139.1 124.1 116.0 106.3 97.7 91.0 85.5 1 80.8 15 240.0 I 240.0 219.1 191.9 174.9 150.0 135.0 124.4 117.0 103.4 93.2 84.4 787 73.4 69.3 85.8 a 20 240.0 214.0 173.0 162.0 139.76- 126.1 117.0 107.4 98.6 87.1 78, 72.5 .6 63.4 , b9.9 68,9 0 25"" 240.0 192.0 145.0 133. 122.1 112A 101.9 929 86.5 76. 69.8 5 60.2 66.6 53.6 50.1 � 1+�.'c 30 240.0 176.0 134.0 122.0 108.5 99.0 89.8 83.0 77.2 69.3 63.3 58.7 64. 61.3 46.2 420 35 240.0 160.0 126.0 111.8 99.0 88.5 81.2 75.7 71.0 63.6 58.4 54.2 49.5 44.1 39.8 36.1 _ 40 240.0 150.0 120.0 103.3 90.4 .0 74.6 70.0 65.6 64.4 .4 43.6 38.8 35.0 31.9 45 1 3.0 134.0 11. 93.8 82.9 76.7 0.2 65.5 1.6 56.8 50.7 38.8 31.2 .5 A 50 155.5 121.0 100.7 87.0 77.8 70.7 65.8 61.7 58.3 62.9 45.6 39T. - 34.9 31.3 28.3 25.8 SCHEDULE 60 110.8 .2 77.4.... .0 63.6 65.7 44.6 3,8.0{ ..33.1 29. 26,3 23.8 1.6 # 5 70 1 1.0 93.2 .2 69.5 83.1 58.3 54.3 51.0 .6 38.1 32.6 28.6 25.3 22.7 20.7 18.9 Q .. 108.8 83,9 72.5 83.7 58.5 64.1 49.3 44.0 39.8 33.3 28.6 26.0 22.3 20.1 18.3 1&8 ! I A A(9)MULLION MAXIMUM HEIGHT(IN) �- 90 9. 76.9 66.2 59.7 .7 49.5 .5 39.0 35.2 29.6 .5 22.4 .0 18.0 16.4 6. 100 87.1 71.4 62.1 56.9 50.5 44.1 35.9 35.1 31.8 26.7 23.0 20.3 18.1 16A 14.9 13.8 -. _ �-r.. BARS)- _ 1i0 1 80.7 66.9 58.7 53.1 46.6 39.8 35, 31.8 28.8 24.3 21.0 tss .6 15.0 13.7 126 PSF 48.0 54.0 1 80.0 680 72.0 78.0 SLAT SPA 84.0 CLE90.0 N 96.0ST 1ORM08O120.0SEE 1 132.0 I E 8 144.0 ( 16- ! 168 180AA' } 120 76.6 622 .2 48.7 41.6 36.5 .3 29.9 .4 22.3 19.3 17.1 15.3 13.9 12.7 11.7 10.0 240.0 240.0 240.0 240.0 240.0 2400 240.0 240.0 221.6 190.9 172.8 156.7 144.3 134.9 128.8 121A mor 69.6 59.2 52.7 44.2 3&1 33.5 29.7 26.8 24.4 20.J 17.9 15.9 14.2 12.9 1.8 10.4. 15.0 240.0 240.0 240.0 240.0 240.0 224.8 284.5 184.0 172.0 153.1 138.8 1280 119.4 112.8 107.7 141.8 r _ 140 .2 56.6 49. 41.0 35.1 30.9 6 25.0 7 19.3 .7 14.8 13.3 12.1 11.1 .3 -' r�, r1 i 20.0 240.0 240.0 240.0 224.0 204.4 183.6 166.7 153.7 143.9 130.3 119.0 111.1 104.2 99.0 94.1 89.8 ; 25.0 240.0 240.0 224.0 197.2 171.3 155.8 144.3 134.7 127.3 115.3 106.4 99.3 93.4 88.3 84.2 80.4 oil �. , SCHEDULE 4 30.0 240.0 224.0 197.4 169.9 153.0 138.7 129.0 121.3 114.5 104.5 96.t 90.4 85.1 80.7 74.8 BT.B ' --oo . ;-, 35.0 2316 218.8 174.0 151,5 131.5 125.8 117.7 111.2 105.6 96.3 89.3 83.5 78.8 71A 64.4 58.4 '�'•f�4?� � I I A-A 8 MULLION IMUM HEIGHT N ( I � 40.0 225.4 198.0 163.7 143.6 131.0 121.7 113.3 107:5 101.9 93.8 86.7 80.1 70.5 62.8 56.7 51.5 � •a,`''' -` .�w._:_ 78.0 8(IN 90.0 j 96.0 108.0 120.0 1320 144.0 156 .- 45.0 211.8 179.1 150.0 132.3 121.1 112.9 106.3 100.4 95.5 87.7 81.5 71.2 62.8 56.1 50.5 46.2 •Q �,�`' pr , � SLAT SPAN(M)-CLEAR SP (HO STORM BARS)-SEE PAGE 8 _ PSF_ 48.0 754.0 8 168 -1� 50.0 199.6 160.4 138.7 124.4 113.8 105A 99.4 94.2 89.8 82.6 74.1 64.0 56.6 50.7 45.8 41.8 _ 10.0 240.0 240.0 240.0 240.0 240.0 240,0 216.4 191.5 174.7 140.0 123.4 111.2 102.3 95.3 89.6 84.8 60.0 162.1 135.8 118.0 107.5 98.8 92.8 87.6 83.0 79.2 724 61.7 53.7 47.5 42.5 36.8 35.3 15.0 240.0 240.0 240.0 222.4 194.8 173.2 161.4 137.2 125.3 108.0 97.4 88.4 82.1 77.0 72.7 69.0 70.0 142.9 119.8 107.5 97.9 90.6 85.2 80.4 76.7 73.2 820 52.9 46.2 0.0 36.8 33.5 30.7 20.0 240.0 240.0 201.9 183.3 166.8 145.3 125.4 112.0 1028 91.1 82.4 75.9 703 66.5 62.8 59.7 80,0 129,3 110.0 99.3 90.4 84.5 79.3 75.0 71A 64.7 54.2 46A 40.6 36.1 32.6 29.6 27.2 -25:0 240.0 222.6 185.5 156.5 135.5 118.9 106.1 96.9 90.3 80.2 73,1 67.6 63.1 59.3 56.2 53.5 90.0 116.6 102.2 92.0 85.0 79.3 74.5 70.5 63.6 57.3 48.1 41A 36.4 32.4 29.2 26.6 24.5 DRA;DV 30.0 240.0 205.4 169.1 140.0 118.8 103.0 93.6 86.6 80.7 72A 66.3 61.5 57A 54.1 50.0 45.3 100,0 108.6 95.8 86.7 80.0 74.6 70A 63.4 57.1 51.7 43A 37.4 32.9 29.4 26.5 24.2 22.3 35.0 235.7 193.7 153.0 120.3 104.3 92.2 64.7 79.0 74.2 66.6 61.1 56.7 53.2 47.7 43.0 39.0 110.0 102A 90.6 82.3 76.1 71.0 64.9 57.8 51.8 46.8 39.5 34.1 30.1 26.9 24.3 22.2 20.5 °A�` O&10-04 40.0 222.2 184.0 1323 107.1 94.0 85.4 T7.9 73.1 68.5 62.2 57.0 53.1 47.1 42.0 37.9 34.4 -120.0 100.9 80.8 81.1 75.3 67.7 59.6 52.7 47.4 43.0 36.3 31.4 27.7 24,8 22.5 20.6 19.0 APPROVED; Dl f 45.0 202.7 163.3 118.7 97.4 86.3 78.9 73.2 68.4 64.4 58A 53.7 47.6 42.0 37.5 33.8 30.8 130.0 94.6 84.5 77.4 71.8 62.1 54.6 48.4 43.8 39.7 33.6 29.2 25.8 23.1 20.9 19.2 17.7 50.0 180.7 140.2 108.4 92.0 81.5 73.7 68.7 64.4 61.0 55.4 49.6 42.8 37.8 33.9 30.6 27.9 140,0 90.0 80.5 73.9 67,0 57A 50.4 45.1 40.8 38.9 31.3 21.2 24.1 21.6 19.8 18.0 18.6 °A� 12.19"09 60.0 160.8 114.9 91.4 80.5 71.9 66.4 621 58.2 55.1 48A 41.3 35.9 31.8 28.4 25.8 23.6 oRAwiNO oto 70.0 133.8 96A 82,2 724 65.8 60.8 56.8 53.8 49.7 41.5 35.3 30.9 27.4 24.8 22.4 20.5 n 80.0 114.9 86.9 75.3 66.3 61.0 56.5 529 48.0 43.3 36.3 31.0 27.1 24.1 21.8 19.8 18.2 3-01-031 90.0 98.0 79.7 68.8 822 57.1 52.9 47.5 42.6 38.3 32.2 27.7 24.3 21.6 19.5 1 17.8 16.3 SIZE REV; 100.0 89.8 74.1 64.6 58.2 53.5 48.2 425 38.2 34.6 29.0 255.0 22.0 19.6 17.7 16.2 14.9 $ D 110.0 83.3 69.5 61.1 55.4 49.9 43.5 35.7 34.7 31.3 26A 22.8 20.1 18.0 16.3 14.9 13.7 120.0 78.1 64.6 57.5 52.5 f338.5 4 39.9 35.3 31.7 28.8 24.3 21.0 18.5 16.6 15.0 13.8 12.7 SCAM. 1-4 130.0 72.1 61.5 $4.9 4$.5 7 36.6 324 29.2 26.6 22.5 19.5 17.2 15A 14.0 12.8 11.8 SHEET: 140.0 68.6 58.8 52.7 45.0 33.8 30.2 27.2 24.7 20.9 18.2 16.1 14.4 13.1 12.0 1 11.1 13 OF 26 HOLE SPACING O.C. SCHEDULE SA * Q ag8. PSRSLAT SPAN 48" 60" 72" 96" 120" 144" . a EDGE 10 16 16" 16" 12" 10" 7° ' a. DISTANCE a 16" 10" 7° 5 3" MIN. 15 16" 16, 20 16" 16" 14' 8" 5" 3" a° a. v4 CONCRETE BLOCK 25 16° 16" 12" 7° 4" 3" a POURED CONCRETE, OR WOOD STUD 30 16" 14" 10" 6" 3" 2" W 35 16" 1411 711 511 311 2" U STUCCO •'' :''• GOR H OR I 40 16" 14" 6" 3" 2" 2'r z O �, > SEE SCHEDULE #B1 3" FACE MOUNTING ONLY 45 16" 12" 6" 3" 2" N/A O 0 W 50 16" 1011 511 air 2a N/A u 55 16" 8i. <C 5 2 N/A N/A V SEE SCHEDULE j/5A "''60 15" 7" 4" 2" N/A N/A O � 05/8" HOLE PLUG 65 15" 6" 4" 2" N/A N/A W Q 70 14" 51i 311 i1 W O 2 N/A N/A P4 (Dop'Q) 75 13" 5" 3" 2" N/A , N/A O _ ? z HOLE SPACING 0 C.SCHEDULE#Bl(CONC.)# HOLESPACI G O.C.SCHEDULE#Bl(WOOD)## HOLE SPACING QC.SCHEDULE#Bl(CMU H.)'# � 11" 4" 3" N/A N/A NIIIIII /A I Ps IATSPk� 48' eo' 72' 96` 120' 1w ^POMPM 48' 60' Ir s6' 11O' 144' _^ PSF UTSPAN 48' 60' 7r 96' 120' 144' 85 10" 4" 2" N/A N/A N/A � 10 IV` 16' 16' 16' 16' IG _ 10 16 11i 16' I6' IF w _ 10 16' 14' 13' It 12` 10` 90 9" 4" 2" NIA N/A N/A � is ]b' I6' 16' Ir • Ir 16' _ is 16' 16' 16' it 1t it Is ib' 14' 13' lr It 10` 95 8n 4n „ i . 2 N/A N/A N/A •a 20 16' 16" 76' 16' 1+f 16' _ 20 15' 16' 16' 1f 14 if r 20 14' 14' 13' 12' it 10' 100 7" 3" 2" N/A N/A N/A 25 16' is. I6' it 14' 14' _ 2S 16' Ib' 14' g 1t it 25 14' 14' 13' 11' 1Q` 9' •=, �.f •, 5 3 2" N/A N/A N/A rI 33 1fi' 14' 14' 14' 14` 14' 30 16` 14' 14' 12' 12' it 30 14' 12' 10' 4' 8' r 120 " " 5 16' la' la' 14' 14' 14' 35 14' 14' 14` It it 10' 35 14' 12' 1D' 8' r 6' u n u ;,� ;� � ,�•04 140 4 2 2 N/A N/A N/A 40 Ir 14' i4' 14' it It _ 40 14' 14' 14' ]r IT 10' 40 14' 12' 10' r r S' ■ ■ 160 3" 2r. N/A N/A N/A N/A � la 14 is i4` it f0` 45 i4' it 1t it 10' T 45 10' >0 8 r v a �. � •, . so 1a u 9 14' 11 9 _ so is it 1t IT 9 s so 9 9 S' r s a 180 3 2. N/A N/A N/A N/A A . . • , 5 14' 12' 1r It 10' if _ ss it it it i0' r r ss 9 9' 7' r S' 3' 20O 2" N/A N/A N/A N/A N/A G1 14` 12` 12' 11' 9' 8' 60 12' 120 it 8' 8' r _ 60 9' 8' T 6' S' 3' . ••' '. ,`... 220 2" N/A N/A N/A N/A N/A 6s ia' 12' v' 10` $' r 6 1t it lo' s' r r _ 6s 9' r 6' s' a• 3' nRA,�: 73 14' 12' 10' 9' f 6' r 70 12' it IT r r r 70 ar 7' 6' s' a' r 240 2" N/A N/A N/A N/A N/A 0 11111 SAM i1-04-09 7S la' u' lo' r r V _ 75 it it 10' r r 1; _ 7s r 7' 6' s' f 2S' 260 2" NIA N/A NIA N/A N/A APPROVIM. DLP �t la' u' 10' �' r S. so 1r IT m' r s 6' _ so r 6' 6' s a' 2s 280F 2'i N A N A N A N A °A'� �a-i�-o� s5 14' u' 9' r V ss ss it 1a' r r 6' G. 85 r 6' s' a' 4' 29 / / / / N/A 90 12 12Alr !« S 90 14` 10" 9r r 6 S 90 r 6 S it r RIA SS SMS into .125 ALUM.ALLOY 6005-T5 �►W,3-01-031 9s 12' 12' 9' r 6' 4' 9S 10' 10' 9' 6' S' 4' 9S ' r V S' 4' r X/A — sr/M. "V..100 6' s' 4' 3' 2s' RJA B C 320 12' 9- r r r r _ 120 MIA MIA N/A WA MIA N/A _ 120 a S. 3' 25 N/A MIA SCALE 1:4 13OPSIOCKpIf1E0RCEURLIEOtA+1 v.rDlLT#CON,1.3J4'E6sEDMENT 11%DOD,V4'OIA.TA KIAGStR VOR414SSSEASlIltDMCWNE'� "tMUN01101V,114'DIA-TAKON,1lj4'_Ef�EOOT SHS -- 14 OF 26 NOTE: MAXIMUM GAP BETWEEN CUT ENI) B-B" 2** OF POST AND POST BASE IS 1/4 ' ` ® z J0 'Fig OPTIONAL (2) #56 SS POP RIVET OR3 °1 (2) #12 x 3/4" SS SMS O �� t ID (2) 03/8" SS POWER--BOLT w (2 MIN. EMBEDMENT Ol 4 1/2- MIN. EDGE DISTANCE) SEE SCHEDULE # 6 SPAN TABLE BELOW SEE SCHEDULE #5A PAGE 14 OF 26 A u 05/8" HOLE PLUG �OR(( E ',7 > "SCHEDULE 6 BASED ON EQUAL SPANS. •� o 0 ' IF SPANS ARE NOT EQUAL THE DIFFERENCE V Z BETWEEN SPANS(SPANI-SPAN2)SHALL BE u w USED TO EVALUATE THE FRSE STANDING MULLIO AS AN END MULLION USING SCHEDULE 3,PAGE 13 OF 26. V THE BVALU pTN DSHBCBAT THE SLAT SCHEDULE # 6 w W O B-B(2) MAXIMUM-MULLION HEIGHT (IN I o 'SLAT WIDTH IN CLEAR SPAN NO STORM BARS SEE PAGE-8 _ PS!� 48 54 60 66 72 i 78 84 i 90 j 96 1 1 12012_ 1446 3 168 180 240.0 240.0 .. 240.0- 40.0 240.0 240.0 •249.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 15 24.0.0 240.0 240.0 40.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 235.5 228.9 222,9 217.5 212.6 20 _ 240.0 240.0 240.0 40.0 240.0 240.0 240.0 240.0 237.6 228.6 220.8 214.0 208.0 200.2 193.0 186.5 ' Z 240.0 240.0 240.0 40.0 240.0 236.1 230.5 225.3 220.6 2122 203.9 194.5 986.3 '179.1 172.6 166.8 � ►•. 30 240.0 240.0 240.0 34.7 228.1 2222 216.9 212.0 207.6 196.1 186.1 177.6 170.1 163.5 157.6 152.3 ' �- 35 240.0 237.9 229.9 .9 216.7 211.1 205.4 198.6 192.4 181.5 172.3 164.4 157.5 151.4 145.9 141.0 40 236.4 227.6 219.9 13.2 207.2 199.3 192.1 185.7 179.9 169.8 161.2 153.8 147.3 141.6 136.5 131.9 t ,. 45 227.3 218.8 211.4 A,03.9 195.4 187.9 181.2 175.1 169.6 160.1 152.0 145.0 138.9 133.5 128.7 124.4 w' kn 50 1 219.5 211.3 202.6 93.4 185.4 178.2 171.9 166.1 160.9151.9 144.2 137.5 131.8 126.6 122.1 197.5 60 206.2 194.7 185.0 176.6 169.2 162.7 156.9 151.7 146.9 138.6 126.9 115.5 106.0 97.9 91.0 84.9 7C� 190.9 180.3 171.3 163.5 156.7 150.6 145.3 140.4 135.5 120.7 108.8 99.0 90.8 83.9 78.0 72.8 80 178.5 168.6 160.2 162.9 146.5 140.9 135.2 126.3 118.6 105.6 95.2 86.6 79.5 73.4 68.2 63.7 DRAWN: 90 168.3 159.0 151.0 144.2 138.2 129.3 120.2 112.3 105.4 93.9 84.6 77.0 70.6 65.3 60.6 -56.6DV °A� Il-05.09 100 159.7 150.8 143.3 36.8 125.8 116.3 108.2 101.1 94.9 84.5 76.1 69.3 63.6 58.7 54.6 51.0 APPROVED: 11F 0 152.3 143.8 136.6 24.5 114.4 105.8 98.3 91.9 86.2 76.8 69.2 63.0 57.8 53.4 49.6 46.3 DATE 121 DF 120 145.8 137.7 125.3 14.2 104.9 96.9 90.1 84.2 79.1 70.4 63.4 57.7 53.0 48.9 45.5 42.5 DRAWINO NO, 130 140.1 128.2 115.7 05.4 96.8 89.5 83.2 77.8 73.0 65.0 58.6 53.3 48.9 45.2 42.0 39.2 3-01-031 140- 133.4 119.0 107.4 7.9 89.9 83.1 77.3 72.2 67.8 60.3 54.4 49.5 45.4 42.0 39.0 36.4 SIZE REV: B D SEAM 1:4 SHEET. 15 OF 26 Z c -J !i Z a p (2, MIN.8EM8EDMENSS TR -BOLT �t 4 1/2" MIN. EDGE DISTANCE) Q SEE MULLION SPAN CHART BELOW OPTIONAL _ (2) #56 SS POP RIVET OR ® ® (2) #12 x 3/4" SS SMS u "SCHEDULE 7 BASED ON EQUAL SPANS. A SEE SCHEDULE #5A Y A O ►� PAGE 14 OF 26 A •• 0 O IF SPANS ARE NOT EQUAL THE D ENCS BST'WEEN SPANS(SPAM-SPAN2)SHALL BE05/8" HOLE PLUG G � V z 13-( USED TO EVALUATE THE FREE STANDING MULLION AS AN END MULLION USING SCHEDULE 3,PAGE 13 OF 26. THE EVALUATION SHALL BE AT THE SLAT w H SPAN D CE V SCHEDULE 7 B-B(3) MAXIMUM MULLION HEIGHT (IN) _ SLATWV DTH(IN) CLEAR SPAN (NO STORM BARS)-SEE PAGE 8 PSF 48 54 60 66 72 78 84 90 96 108 120 132 144 156 �1s$__ 180 v 10 240.0 240.0 240.0 40.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 1 15 240.0 .... 240.0 240.0 40.0 240.0 , 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.o .. { 20 240.0 240.0 240.0 40.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240:0 240.0 233.5 225.7 25 240.0 240.0 240.0 40.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 235.4 225.4 216.7 208.9 201.9 30 35 _ 240.0 240.0 240.0 40.0 240.0 240.0 240.0 240.0 240.0 237.2 225.2 214.8 205.8 197.8 190.7 184.3 240.0 240.0 240.0 0.0 240.0 2 z 40.0 240.0 240.0 232.7 219.6 208.5 198.9 190.5 183.1 176.5 170.6 40 _ 240.0 240.0 240.0 0.0 240.0 240.0 232.5 224.7 217.7 205.4 195.0 186.1 178.2 171.3 165.1 159.6 ; + 45 240.0 240.0 240.0 0.0 236.4 227.3 219.2 211.9 205.3 193.7 183.9 175.4 168.0 161.5 155.7 150.5 .a'; 1'u' 50 240.0 240.0 240.0 33.6 223.8 215.2 207.5 200.6 194.3 183.4 174.1 166.1 159.1 152.9 147.4 142.5 �":• :. `•" _........... 7 7 60 240.0 235.6 223.8 13.6 204.7 196.8 189.8 183.5 177.8 167.7 159.2 151.9 145.5 139.9 134.8 130.3 a 70 230.9 218.1 207.2 1 7.8 189.5 182.2 175.7 169.9 164.6 155.3 147.4 140.6 134.7 129.5 124.8 120.6 80 216.0 204.0 193.8 1 5.0 177.3 170.5 164.4 158.9 153.9 145.3 137.9 131.6 126.0 121.1 116.8 112.8 90 ( 203.7 192.3 182.7 1 4.4 167.2 160.7 155.0 149.8 145.1 137.0 130.0 124.0 118.8 114.2 110.1 106.4 ___100 193.2 182.5 173.4 15.5 158.6 152.5 147.0 142.1 137.7 129.9 123.3 117.7 112.7 108.3 104.4 100.9 °RA's D� 110^ 184.2 174.0 165.3 1 7.8 151.2 145.4 140.2 135.5 131.3 123.9 117.6 112.2 107.5 103.3 99.2 92.7 DAA 120 176.4 166.6 158.2 1 1.1 144.8 139.2 134.2 129.7 125.7 118.6 112.6 107.4 102.9 97.9 91.0 84.9 APPROVED DF -T36-- 169.5 160.0 152.0 1 5.1 139.1 133.7 129.0 124.7 120.8 114.0 108.2 103.2 97.8 90.4 84.0 78.4 DATE: H-m-m 140 163.0 153.9 146.2 1 9.6 133.8 1 128.6 1 124.0 1 119.9 1 116.1 109.6 1 104.0 99.0 90.8 83.9 78.0 72.8 j DRAMNO W. 3-01-031 ** SITE a REV:MAXIMUM GAP BETWEEN CUT END B OF POST AND POST BASE IS 1 /4 7) SCALE 1:4 SHRr 16 OF 26 SEcrlox"c-e"(I) sBcrtox"c-F(2) 3"STORM BAR-PERFORMANCE»D $� REMOVABLE STORM BAR SCHEDULE#$ BED OR-OOUABLE MAXIMUM STORM BAR HEIGHT INCHES ` P SEE SCHEDULE #8 & #9 P SEE SCHEDULE #8 & #9 $E ° 1 2 (5), 6 _ 3 STORM BAR SPAN CHART P 3" STORM BA {)'O. } I R SPAN CHART , -r--- PSF PSP SPAN WIDTH IN INCHES(BETWEEN RAILS) m ZZ SEE SHEET 4A OF 26 3 SPQDAIIwl MIN --48 84 96 10$ 120 f32 44 - 168 SEE NOTE 2 BELOW ® FOR SPRING-LOADED STORM BAR ASSEMBLY 17 10 183.0 169.8 159.8 151.8 145.2 139.6 134.4 128.5 123.3 118.7 114.6 n � 26 15 159.8 148.4 139.6 131.3 123.3 116.6 110.9 106.0 101.7 97.9 94.5 � ( Q)J AS REQUIRED Q AS REQUIRED 35 20 145.2 134.4 123.3 114.6 107.6 101.7 96.7 .4 ® ® 92 88.7 853 1 824 43 25 134.4 120.9 110.9 103.1 96.7 911.4 87.0 83.1 79.7 76.7 14.0 52 30 123.3 110.9 101.7 94.5 88.6 83.8 79.1 16.1 13.0 70.2 67.8 (2) 1/4" x 1-3/4" ELco 61 35 114.6 103.0 94.5 81.8 82.3 71.8 14.0 70.1 61.8 65.2 62.9 TAPCON (1 3/4" MIN. 2) 1/4" X 1--3/4" ELCO EMBEDMENT.2 1/2" MIN. TAPCON (1 3/4" MIN. 70 40 1075 96.7 88.6 82.3 77.2 73.0 69.4 663 63.5 61.1 59.0 EDGE DISTANCE) TYP, CONCRETE EMBEDMENT, 2 1/2" MIN. 78 45 101.6 91.4 83.7 77.8 729 68.9 65.5 626 60.0 57.7 557 10 (2) #14 SS SMS TYP. ALUM. ® EDGE DISTANCE) TYP. CONCRETE 87 50 96.6 86.9 79.6 73.9 693 65.5 62.3 59 � (2) #14 SS SMS TYP. ALUM. •5 57.0 54.9 52.1 • 105 60 88.5 79.6 •1Z�9 67.7 63.5 60.0 51.0 54.4 50.1 46.8 43.4 . ,� 122 70 a . .. slacl7ox c-c (s) 22 73.9 1 67.7 62.9 58.9 55.1 52.1 .. 47.4 43.4 40.1 37.2 � �' 140 80 77.1 69.3 63.5 58.9 55.2 50.7 '46.6 41.5 38.0 35.1 326 0 0 ISD OR REMOVABLE STORM BAR 157 90 729 65.5 60.0 55.7 50.1 45.0 40.5 36.8 33.8 312 0 V H 94 29. (� SEE SCHEDULE 8 & #s 115 100 69.3 62.2 57.0 52.1 45.6 40.5 36.5 33.2 30.4 2&1 STORM BAR PAN CHART Q` AB OR AD (2) 1/4 X 1-3/4- ELCO 0 o TAPCONS TYP. CONCRETE � z (2) #14 SS MS TYP. ALUM. Z A N �..� a 0 W W ., U 0 h++i Z� i z 0 T WITH INSERT STOW BAR I SCHEDULE#9 SILL ' ((Q A AS REQUIRED CONCRETE FO�DORREMOWIAeLE MAXIMUM STORM BAR HEIGHT CINCHES} OR ALUMINUM __�___ _ _._ 11 rls SEE NOTE 2 BELOW S CDON`C•C(1�,(2J,(5j,&(6) _._._. _ PSF PSF IINCHES '��J..' .� _ ( SPAN WIDTH 4V +`BETWEEN RAILS) Z. 3 SPAN 2 SPAN 48 x2- 84 96 108 120 132 144 156 �168 e. lool S> MON"c-c"c6� 17 10 223.9 201.9 195.6 185.8 177.1 110.9 165 0 159.8 155.2 151.2 147.5 •`: ,��FDMD OR REMOVABLE STORM BAR 26 15 195.6 181.6 170.9 162.3 155.2 149.3 144.1 139.6 135.6 130.8 126.4 X- A 35 20 177.7 165.0 155.2 147.5 141.1 135.6 129.3 123.7 118.8 114.4 110.5 '-. (f-�'OR ACP TAPCONS TYP. CONCRTE Q 43 25 165.0 153.2 144.1 136.9 129.3 122.4 A ' 116.5 1114 107.0 103.0 99.5 - (2) #14 SS SMS TYP. ALUM. _ 52 30 155.2 144.1 135.6 126.3 118.1 112.4 107.0 102.3 98.2 93.5 86.9 61 35 147.5 136.9 126.3 117.6 110.5 104.5 99.5 94.8 86.9 80.2 74.4 N SEE ORM BAR #8 & #s 70 40 141.1 129.2 118.7 110.4 103.7 98.2 91.2 829 76.0 702 65.1 DAAWfk DP 3 STORM BAR SPAN CHART DATA /-� z a 78 45 135.6 1223 112.3 164.5 98.1 90.1 81.1 73.7 67.6 62.4 57.9 APPROVED. N 87 50 129.1 116.4 106.9 99.4 91.2 81.1 73.0 663 60.8 56.1 521 °F DA'I8: ��-O�•09 NOTES: 105 60 118.5 106.8 98,1 86.9 76.0 67.6 60.8 55.3 50.7 46.8 43.4 osAwirro tea 1.ALL PERFORMANCE CHARTS ARE DRAWING SECTION 122 70 110.3 99.3 86.9 74.4 65.1 57.9 52.1 41,4 43.4 40.1 37.2 3_� _�3 SPECIFIC AND ARE BASED ON ANCHORAGE,BENDING STRESS,AND DEFLECTION LIMITS, SILL r.--- AS REQUIRED 140 80 103.5 91.2 76.0 65.1 57.0 50.1 45.6 41.5 38.0 35.1 326 s REC.- 2. OPTIONAL(2)#56 SS POP RIVET OR(2)#12 x 3/4"SS SMS CONCRETE B C THRU STORM BAR INTO STORM BAR BASE PLATE. OR RLUMINUM 157 90 97.9 81'1 67.6 57.9 50.7 450 40.5 36.8 33.8 312 29.0 NON STRUCTURAL FASTENER TO KEEP ALUMINUM FROM 175 100 91.2 73.0 60.8 52.1 45.6 40.5 36.5 33.2 30.4 1:4 VIBRATING. SEE NOTE 2•BELOW 281 261 SCALE SHEET 17 OF 26 SE ON"C-C" 3 SECTION"C-C"(4) . FIXED STORM BAR � • REMOVABLE STORM BAR M - SEE SCHEDULE #10 & #1 1 W z SEE SCHEDULE #10 & #I1 ' Z' 4" STORM BAR SPAN CHART S 4" STORM BAR SPAN CHART � � �� O Op "i � s� O 1I SEE NOTE 2 BELOW zJ O SEE SHEET 4A OF 26 5w FOR SPRING-LOADED 11b STORM BAR ASSEMBLY �(T AS REQUIRED O S AS REQUIRED TI (2) 03/8" SS POWERBOLT O (2) 03/8" SS POWERBOLT (2 MIN. EMBEDMENT. (2" MIN, EMBEDMENT, 4 1/2" MIN. EDGE DISTANCE)TYP. CONCRETE 4 1/2" MIN. EDGE DISTANCE) U(4) #14 SS SMS, NP. CONCRETE 4 STORM BAR OR (4 {4) #14 SS SMS, (6) #14 SS SMS, O STORM BAR OR > 4" STORM BAR W/ INSERT (6) #14 SS SMQ S, 0 0 IPPS STORM W/ INSERT E-4 P4 TYP, ALUM, rTu1� z 4'STORM BAR PERFaR AANc,'E I, - T` DULE#�0 d"W INSERT STORM BAR PEREOIjMCE "SCHEDULE#11 O P4 V KDORREMOVABLEMAXIMORM BAR HEIGHT(INCHES ________.__._.__.__ _ , _ OR MOVABLE •RE 'I AXIMUMSTORM BAR NEIGH ' I C __SECTION'W(3)&(4) _�HES)SECTION°C (3)&(4) - wPSF PSF SPAN WIDTH IN NCHES(BETWEEN RAILS) ( _ -!--- 0PSF PSF 'SPAN WIDTH IN INCH B( E1W_____ ___ __ . ES EEN RAMS3SPAN 2 SPAN 4884 132 1 68- �- ) 3 SPAN 2 SPAN 48 -g6 1. _ __ -I --- - - ?ZO 11 10 240.0 240.0 240.0 239.5 719. 220.3 212.6 2�,0 200.1 1948 190.1us 12U 144- 156 168 17 10 240.0 240.0 2400 240.0 240.0 2400 2400 239.3 2325 226.4 220.9 26 15 240.0 234.1 220.3 209.2" 12d 192.4 184.7 176.8 169.8 163.6 158.1 26 t5 �• 35 20 229.1 212.6 200.1 190.1 119. 169.8 161.7 154.7 148.6 1431 138.3 240.0 240.0 2400 2400 232-5 223:5 215.8 2091 2031 19].8 192.9 t ' 35 20 240.0 240.0 2325 2219 211.2 203.1 196.1 1893 1820 t]56 169.] 43 23 212.6 197.4 184.7 1720 161.'- 153.1 145.8 139.4 133.9 128.9 124.5 43 25 240.0 229.4 215.8 205-0 196.1 1874 178.7 171.1 1645 158.fi 153.3 ; "61 - 52 '' 52 30 200.1 184.6 169.7 158.0 148. 140.6 133.8 128.0 122.9 1183 114.3 52 30 232.5 215.8 2031 1929 1820 172 Z ti 6 164.5 1575 151.4 1459 141.0 - 61 3NZ 5 190.1 171.9 158.0 141.1 138. 130.8 124.5 119.0 114.3 1100 106.2 61 1 35 220.9 205.0 1929 1803 1697 1 9135.9 �� =� �� -• �-" ]0 40 179.1 161.6 148.5 138.2 129. 122,$ 116.9 111,$ 107.3 103.3 99.1 fi0. 153.3 146.8 141.0 131.3 : �► 1 .0070 40 211.2 195.1 1820 169.7 1591 151.4 ' ' 78 45 169.6 153.0 140.5 130.7 122, 116.2 110.6 1057 101.4 977 94.3 1442 1380 132fi 127.8 123.5 �w 18 45 203.1 187.4 1726 16U 9 151.4 1434' 136.6 1307 1256 121.0 116.9 a w 87 50 161.5 145.6 133.] 124.4 116. 110.6 105.2 100.6 96.5 9Z.9 89.1 Sl 54 196.1 178.6 A '�• . 1645 153 3 144.2 136.6 1301 124.5 1195 115.2 111.3 a 105 60 148.4 133.7 1228 114.2 101, 101.4 86.5 92.2 88.5 85.2 82.2t05 60 181.9 1 164.4 151.3 140.9 1325 125.5 1195 t.3 1234 1168 111.2 1065.0 4 1022 98.4 95.0 114102.2 122 70 138.1 124.4 114.2 106.2 99.7 94.3 89.] 85.1 82.2 79.1 76A 122 70 169.6 153.2 140.9 131.3 .3 109.8 105 8 9 140 80 129.7 116.$ 107.2 99.6 93.5 88.4 84.1 80.4 77.1 74.2 71.7 140 80 159.6 144.1 1325 1234 116.0 109.8 104.5 999 1 95.9 DRAWN: of 157 90 1221 110.4 101.3 942 88.4 83.6 79.5 76.0 72.9 70.2 677 157 90 151.2 136.5 125.4 1108 1091 103.9 92.4 84.2 /1-01.09 03 989 94.6 90.8 $l.d 8d.d DAIS: 115 100 116.1 105.1 96.4 89.6 84.1 ]9.5 75.fi 12.2 69.3 66 7 64.4 175 100 144.0 130.0 119.4 111.2 104.5 98.9 94.1 900 86.4 4.2 DArRovED lllll� DF 80.3 DAA: NOTES: I1-01.09 1.ALL PERFORMANCE CHARTS ARE DRAWING SECTION DRAWING NG: SPECIFIC AND ARE BASED ON ANCHORAGE.BENDING 3-01-031 STRESS,AND DEFLECTION LIMITS. S17E 2.OPTIONAL(2)#SG SS POP RIVET OR(2)#12 x 3/4"SS SMS B REV: C D THRU STORM BAR INTO STORM BAR BASE PLATE. NON STRUCTURAL FASTENER TO KEEP ALUMINUM SCALe 1:4 FROM VIBRATING. SHE 18 or 26 SHUTTER BOX 7" TO 12" TO 2 OX SHUTTER 7" 1 " 'r E B 4, 5 OR 6 SIDED 4, 5 OR 6 SIDED O 2 • 1 � � � n SECTION"D-D"(1) SECTION"EE"- (1) Y$ ( Ji za L' WALL MOUNT `J WALLMOUNT w cJ NO STORM BARS ' ' WITH STORM BARS 1 1/2" x 1" x .1" x •'.�, i - INTERNAL ALUM. ANGLE W/ ° (3) #66 SS POP RIVETS OR � t_° THRU SIDEFRAME TO ANGLE & OoRE) 0 Y (2) 01/4" x 2 1/4" (2) 01/4-20 x 3/4" SS BOLT TAPCON TO CONCRETE OR BLOCK & SS NUT TO HEADER & (2) 01/4" x 2 1/4" SS SMS OR LAGS INTO WOOD STUD (2) 0 1/4" x 2j" TAPCON TO CONCRETE OR BLOCK (2) 01/4- x 3'" SS SMS OR SEE SECTION"C-C"(6) (2) 01/4" x 3"' SS LAGS INTO WOOD STUD SHERT 17 0F26 � ®D OR® GLASS D OR E Z ® GLASS r� " 0 o U U SEE STORM BAR NOTES SEE TABLE SHEET 7A OF 26 w SEE TABLE w Q SHEET 7A OF 26 u Z (' 1" MIN. GLASS 0 CLEARANCE z ' z '=a F { z v ALT.SILL DETAII. ALT.SILL DETAIL - SEE TABLE SHEET 7A OF 26 in SEE TABLE a' SHEET 7A OF 26 f" MIN. GLASS ' A �I M CLEARANCE SEE STORM BAR NOTES STORM BAR NOTES: '�. , 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM$ARS. STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE SEE SECTION"C-C"(5) (SPRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING � SHEET 17 OF 26 ARE SHOWN ON SHEET 17,18,&4A OF 26. DRAWN: 2,SHUTTER(S)SHOULD NOT BE ROLLED DOWN DURING OF �AB,y OR AD WIND EVENTS WI'T'HOUT REMOVABLE STORM BARS DA's 0840.04 a W PLACE.ROLL-A-WAY IS NOTRESPONSIBLEFOR F ° SUBSEQUENT DAMAGE APPROVED: OGF _ 637 LB/FT SAPS WIND,LA7M AL LOAD RATMG 3.REMOVING SPRANG-LOADED STORM BARS:REMOVE PIN,LEFT • ~' �� ` UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM DAT 10-2&46 BASED ON ACI 530 WHEN SILL IS SET 1N PULL , BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. DRAWCNO No: BBD OF TYPE M OR S MQTAR 4.SHUTTERS WITH NO STORM BARS OVER 72"WIDE SHOULD n / USE SOME FORM OF HOOD SUPPORT,HEADER,"MING OR 3-01-031 OR M(TERNAL SUPPORT.- SIZE- (D [REV. Z S.SEE ALLOWABLE HEADER SPAN TABLES ON PAGE $ A M MIN. EDGE 20 THRU 20C OF 26. 01/4" x 2 1/4" TAPCON DISTANCE 6.FOR ALLOWABLE HEADER SPANS USING EXTERIOR sCAV_ 1:10 REINFORCEMENT BRACKETS SEE SHEET 24 OF 26. ® 16" O.C. SUM 19 OF 26 S HEDULE 12 SCHEDULE 13 .. MAXIMUMALLOWABLE 2 SPAN 87S HEADER WIDTH(TRACK TO TRACK)E E(1)ATTACHMENTTO WOOD I _ - - MAXIMUM ALLOWABLE 3 SPAN 5_815"HEADER WIDTH(TRACK TO TRACK)E-E(ly ATTACHMENT TO WOOD Z ORM BAR HEIGHT UNDER HEADER - STORM PSF 42 48 54 T RM BAR HEIGHT UNDER HEADER • i- 4-, 120 12.6 132 o - 7g- 1-84 , 90 96 102 Xg 1 144 1 82 1 25 192.0 192.0 1 1920 192.0 192.0 1910 192.0 192.0 1801 180.7 1757 17L2 167.0 163.1 159.5 156.1 2S 192.0 1910 192.0 192.0 192.0 1922.0 192.0 192.0 192.0 1910 19ZO 1913 186.6 1813 1783 114.1 J ? 30 MO 192.0 1 192.0 1910 192.0 189.5 182.8 176,7 17L2 166.2 1616 157.4 153.6 150.0 146.6 143.5 30 192-0 19ZO 1910 1910 1910 192.0 1910 192.0 192.3 185.7 180.7 176.0 168.0 1596 152.0 145.1 z d�' 35 MO 1910 19LO 1920 183.8 176.7 170.3 164,6 159.5 Z4.8 1505 146.6 143.0 139!6 136.5 133.6 35 1910 1910 19LO 1920 192,0 192.0 190.3 184.0 1783 171.0 160.9 1510 144:0 1388 130.3 124.3 9.> 40 192.0 1920 1895 1807 173.0 166.2 160.2 154.8 150.0 145.6 . 14LS 137.8 1344 13L2 128.3 125.5 40 192.0 1910 192.0 19ZO 19ZO 185.7 179.1 1710 1 1596 149.6 14U 133.0 126.0 1197 114.0 108;8 4S 19ZO 1895 179.6 171.2 163.9 151.4 151.7 146,6 1410 137.8 134.0 MS 127.2 124.2 119.0 113.6 45 192.0 192.0 1910 1913 183.2 176.0 163.7 152.0 14L8 133.0 M2 11&2 112.0 106,4 1OL3 96.7 r 50 192.0 M7 1 171.2 163.1 156.1 150.0 144.5 139.6 135.2 13LZ 127.6 124.2 1184 112.4 107.1 102-2 50 192,0 192.0 19L3 1813 174.1 199.6 1473 136.8 127.7 119.7 1126 106.4 100.8 95.7 9L2 87.0 55 183.8 172.9 163.8 1561 149.4 143.5 138.2 133.6 129.3 125.5 120.3 113.6 107.6 102.2 97,3 92.9 5S 192.0 19ZO 183.1 174.1 L%3 1451 133.9 124.3 ll&1 108.8 1014 9&7 91.6 87.0 82.9 79.1 60 176.6 1661 157.4 149.9 143.4 137.8 132.7 12&2 124.2 117.1 1102 104.1 9&6 937 89.2 85.2 60 192.0 1856 176.0 15961 145.1 133.0 122.8 114.0 1064 99.7 93.9 88.7 84.0 79.8 76,0 7LS 65 170.2 MI 15L6 1444 138.2 1317 1279 123.5 115.3 108.1 IOL8 961 9LO 865 82.4 78,6 6S 190.2 179.0 163.7 1473 133.9 1218 113.3 105.2 98,2 911 86.6 8L8 775 73,7 70.1 67.0 70 164.5 154.7 146.5 139.5 133.5 128.2 123.5 114.7 107.1 100.4 94.5 892 84.S 80.3 76.5 73.0 70 183.8 1710 15ZO 1368 124.3 114.0 105.2 97.7 9L2 85.5 80.5 7&0 710 684 65:1 6L2 75 1593 149.8 141.9 135,1 129.2 124.1 115.3 107.1 99.9 93.7 88.2 833 789 75.0 71A 68.1 1 75 17&11 159.6 141.8 127.7 116.1 106.4 912 91.2 85.1 79.8 7S.1 70.9 61.2 638 60.8 58.0 80 154.6 145.4 1376 13L1 USA 117.1 28.1 100.4 93.7 87.8 827 781 74.0 7Q3 66.9 63.9 80 17LO 149.6 133.0 1197 108.8 99.7 9ZI 85.5 79.8 74,8 704 665 63.0 S98 57.0 544 w 85 1503 1413 133.8 127.4 120.3 110.2 1018 94.5 88.2 82.7 77.8 73.5 69.6 6&1 63.0 60.1 8S 160.9 1408 125.2 lIZ6 102.4 93.9 862.6 80.5 75.1 704 66.3 616 59.3 S&3 S3.6 51.2 U 90 146.4 137.6 130.3 1241 113.6 104.1 96.1 89.2 83.3 78.1 73.5 694 65.8 6Z5 59.5 S6.8 90 152.0 133,0 mr, 1064 967 89.7 8L8 76.0 709 6&5 62.6 S91 56.0 S12 50.7 48.4 9S 1417 134.2 127.0 118.4 107.6 98.6 910 84.5 78.9 74.0 69.6 65.8 62.3 59.2 56.4 S3.8 95 144.0 1260 1120 100.8 9L6 84.0 77.5 72.0 67.2 63.0 593 56.053.0 504 48.0 45.8 z �✓' 100 139.4 13LO 124.0 112.4 102.2 93.7 8&S 80.3 75.0 7a3 66.1 625 59.2 56.2 S3.5 51.1 100 1 136,8 119,7 106.4 95.7 87.0 79.8 737 '684 63.8 598 563 S32 50.4 47.9 4S.5 43.5 125 125.6 1114 99.9 89.9 8L8 75.0 69.2 64.2 60.0 56.2 529 50..0 47.3 4S.0 42.8 40.9 125 109.4 9S.7 85.1 76.6 69.6 63.8 589 54.7 51.1 479 4S.1 416 40.3 38.3 36.5 34.8 u � � 150 101.1 93.7 83.3 75.0 68.1 62.5 57,7 53.5 SQO 468 44.1 416 39.5 37.5 35.7 34.1 150 91.2 79.8 70.9 63.8 58.0 53.2 491 45.6 416 39.9 31.5 355 33.6 32.9 30.4 29.0 � 175 9L8 80.3 71A 64.2 5&4 53.5 49.4 4S.9 418 402 37.8 35.7 33,8 321 30.6 29.2 115 78.2 6&4 60.8 S4.7 4%7 45.6 411 39.1 35-S 34.2 32.2 304 28.8 27.4 26.1 24.9 Q 200 80.3 70.3 615 56.2 511 46.8 43.2 40.2 37.5 35.1 33.1 3L2 29.6 28.1 26.8 25.6 200 684 518 S3.2 47.9 43.5 39.9 3&8 34.2 3L9 29.9 28.2 2&6 25.2 23.9 218 2L8 (S.i V 225 7L4 67-S S5.S 50.0 45.4 41.6 38.4 35.7 333 3L2 29.4 27.8 26.3 2_%0 23.8 22J 225 60.8 53:2 47.3 416 387 35.5 '327 30.4 28.4 26.6 25.0 23.6 22.4 2L3 20.3 19.3 0 � u 250 64.2 562 500 45.0 40.9 37.5 34.6 32.1 30.0 28.1 1 26.5 1 25.0 233 215 21A 20.4 250 54.7 47.9 42.6 38.3 34.8 399295 27.4 255 23.9 215 2L3 20.2 19.1 18.2 17.4 � Z 275 58.4 5L1 4S.4 40.9 37,2 34.1 3LS 29.1 27.3 25.6 24.1 217 21.5 20.4 19.5 18.6 275 49.7 415 38.7 34.8 32.7 29.0 268 1 24.923.2 218 20.5 19.3 18 3 174 16.6 15.8 iu 0 H s� SCHEDULE 14 SCHEDULE 15 MAXIMUM ALLOWABLE 2 SPAN S.1 17V HEADERWIDTH(TRACKTOTRACK)E•E(1)ATTACHMENTTO BLOCK ---~- _I MWM Al10WABLE 3 SPAN 5.87S'HEADER WI DTH(TPACK T01RACK)E-E(1)ATTACHMELVT TO.BLOCK v • i I ;S RM BAR HEIGHT UNDER HEADER I I ! n._._. �S .._I____�____r___._._..� mRCuLeAltNE.IG1ift1NOE1tHFADER I 4$ 54 60 f;6 T 72 18 96_ 102 ! 108_; 114T110-, 126 + 132 � . PSF 42 48 54 I 60 66 1284 I 78 s 90 # 114 17n -17r. 132 ' 25 1910 1910 192.0 19ZO 192.0 192.0 InO 192.0 186.1 180.7 175.7 17L2 167.0 1631 159.5 156.12S 1910 192.0 1920 1920 1410 1910 192.0 1910 7910 192 0 1920 1815 171.6 168J 160.7 153.4 35 192.0 19159.5f l 30 1910 192.0 19ZO 192.0 192.0 1895 82.8 1767 17L2 166.2 16L6 157.4 153.6 150.0 146.6 143.5 ' 30 1910 1920 192.0 l%0 192.0 1910 192.0 19ZO 387.5 175.8 1654 1561 1480 140.6 MS 327.8 2.0 192.0 1910 183.8 116.1 10.3 164.6 159 S 154.8 150 5 1466 1430 1396 134.8 128J 35 1910 192.0 1920 1920 1910 1910 185.4 1712 16M7 250.7 142.8 09 1269 12D.5 114.8 3.09.6 Z 40 19ZO 19ZO 189.5 180.7 1710 166.2 60.2 154:8 150.0 145.6 1415 137.6 2.304 123,8 117.9 112.6 40 1920 192.0 19Z01920 392.7 175.8 1612 1507 140.6 131.8 1241 111.2 111,0 1055 300.4 95.9 - 0.i ' 1.,. i 45 1910 189.5 179.6 111.2 1 163.9 157.4 1,7 1 1466 142.0 137.6 129.5 1223 115:9 11(11 104.8 1001 45 191,0 192.0 19ZO 181.5 1704 35&2 1442 133.9 125.0 ll72 11013 ]042 987 93.7 893 852 5; 00,:1 SO 19LO 180.7 17L2 163.1 156.1 150.0 44.5 139.6 1311 123.8 116.6 1101 104.3 99.1 944 90.1 50 1920 192.0 187.5 16V 1514 140.6 1738 120,5 31ZS 1055 99.3 937 888 844 80.3 761 SS 183.8 1719 163.8 156.1 149.4 143,5 38.2 128,7 120.1 112.6 106`0 1001 94.8 90.1 85.8 8L9 ' 56 1920 192.7 1704 15'34 139.4 127.8 118.0 1!196 102.3 96.9 90.2 85.2 80.7 767 73.0 697 �•`�jig , •• `�� 60 176.6 1661 157.4 149.9 -143.4 1376 70 117.9 ilal 103.2 97.1 92.7 86.9 816 78.6 75.1 0 60 1920 175.8 156.2 140.6 127.8 117.2 10&2 1004 917 87.9 817 791 140 10:3 670 619 '-' 65 170.2 160.1 15L6 144,4 138.2 127.0 17.2 1 108.9 10L6 9S,3 89.7 84.7 $0.2 762 72.6 69.3 65 1854 162.2 144 2 1298 1180 1082 998 927 8&S 891 763 711 68.3 649 618 5910 A 70 164.5 154.7 146.5 139.5 128.7 117.9 089 10LI 94A 88.5 83.3 78.6 74.5 70.8 67.4 64,3 � 70 172.2 150.7 1319 MS 109.6 10014 927 8&1 80.3 7S3 70.9 67.0 634 60.3 514 548 75 59.3 149.8 1419 132.1 120.1 1101 016 94.4 88`1 82.6 77.7 734 69.5 660 619 600 75 160.1 1406 125.0 1115 1023 937 86`5 80.3 750 7013 %2 615 592 5&2 53.6 511 80 154.6 145.4 ]37.6 123.8 112.6 103.2 53 8&5 816 77.4 72.8 68.8 65.2 61.9 59.0 563 80 L%7 1318 1172 105:5 959 879 81.1 753 70:3 %9 610 586 555 517 50:2 47.9 85 0.3 1413 129.5 116.6 106.0 97,1 .7 83.3 777 71.8 68.6 64.8 613 58.3 55.5 53.0 DRAWN: 85 1418 1241 13013 993 90.2 827 16.3 70.9 662 620 584 551 SZ2 4916 47.3 451 90 146.4 137.6 122.3 110.1 100.1 917 .7 7&6 73,4 6&8 64.8 62.2 57.9 55.0 SL4 50.0 90 133,9 117.2 101.2 933.7 852 781 72.1 67.0 6Z5 5&6 %1 511 413 469 446 4Z6 °A 0540.04 95 142.7 MA 115.9 1043 948 869 2 74.5 69,5 65.2 61.3 57.9 54.9 52.1 49.7 474 95 1269 1110 98.7 89.8 80.7 740 68.3 614 5912 55S 522 49,3 467 44.4 4Z3 40.4 APPAOV°: U1-F 100 139.4 123.8 110.1 99.1 9011 816 62 70.8 6fi0 6119 58.3 55.0 52.1 49.5 47.2 45,0 100 120.5 11155 93.7 84.4 76.7 703 649 603 562 517 4916 469 444 412 40.2 3&3 °A TE !0.28-08 125 113.2 99.1 881 793 711 660. LO 566 528 49.5 46.6 44.0 417 39.6 37.7 36.0 12596.4 84,4 750 615 61.4 56.2 51.9 482 45.0 412 3917 31.5 35.5 33.7 32.1 30.7 DRAWING M). 94.4 816 734 660 60.0 560 8 4X2 44.0 413 38.9 36.7 34.8 33.0 3LS 30.0 150 803 703 62S S&2 SU 459 413 40.2 37.5 352 311 31.2 29.6 2&1 26.8 n6 3-01- 3 175 80.9 70.8 62.9 56.6 SLS 47.2 3 5 40:4 37.7 354 333 31.529.8 283 27.0 25.7 US 689 603 53.6 482 43.8 50.2 37.1 344 3'1.1 30.1 2&4 268 25.4 24.1 23.0 219 200 70.8 613 550 49.5 450 413 1 35.4 310 31.0 29.1 275 26,1 24.8 23.6 2LS 200 603 52,7 463 422 383 351 324 30.1 28.1 X4 248 23.4 22.2 211 20.1 19.2 size: D REV: C 225 619 550 489 44.0 40.0 36.7 3,9 31.5 29.4 27.5 25.9 24.5 23.2 220 210 20.0 225 53.6 463 417 375 341 3L2 2&8 268 250 234 221 2018 1917 181 17.9 17.0 SCAMD 1:10 250 56.6 49.5 44.0 39.6-1- 36;0 33.0 5 2&3 26.4 24,8 23.3 22.0 20.9 19.8 18.9 1&0 250 482 42.2 375 33.7 30.7 281 2&0 241 225 21.1 199 187 17.8 169 16.1 15 3 275 SLS 45.0 40.0 36,0 318 30.0 7.7 25.7 24.0 22,S 2L2 20.0 190 MO 17.2 16.4LsxE�: 275 43.8 383 34.1 30.7 279 25.6 236 294 20.5 192 112.0 17.0 161 15.3 146 139 20 of 26 F- d Z z z S2 LL Z Q U SCHED E 16 • SCHEDULE 17 ;NU , "ALLOWABLE 25PAN 5.875"HEADER WIDTH(TRACK TO TRACK)E E 1j, (2)AND ?j ATTACHMENT TO CONCRETE 0R BUlLO O-LF, JMAXIMUMAILOWWLE 3 SPAN 5,875"HEADER WIDTH(TRACK TO TRACK)E•E(1),(2y AND 3 ATTACHMENT TO CONCRETE OR BUILD OUT _f STORM BAR HEIGHT UN R HEADER SfORMBARH r_ _ - ..____.__ _ OGHTUNDERHEADER � 3 ; Sp 42--j--48-= 54 60 66 12 18 84 96 ( 102 108 f 114 120 126 132 PSf 42 413 v 54 '- 66 72 78 84T90T-- sD2-r-109-,-114 ; 120 •-' -�--�"2 25 240.0 240.0 234.3 2215 214.1 205.9 198.6 192.0 16.1 180.7 175.7 171.2 167.0 163.1 159.5 1561 25 240,0 240.0 240,0 240.0 2395 230.0 221.6 214.3 207.7 2018 1963 191.3 1866 1813 17$3 174.6 pq 30 1 240.0 227.6 215,9 2019 197.2 189.5 182.8 176.7 11.2 166.2 161.6 157.4 153.6 150,0 14&6 143.5 30 240.0 24110 240.0 230.0 220.1 211.6 201.1 197.4 191,3 185.7 180.7 1760 171.7 167.7 164.0 160.6 V 35 225.5 212A 2014 1920 183.8 176.7 170.3 164.6 1 9.5 154.8 150.5 146.6 143.0 139.6 1365 133.6 35 24(k0 231.5• 11.324.9 2143 205.3 197.4 190.3 184.0 17&3 173,1 1684 164.0 160,0 1%3 152.8 149.6 Z • 40 212.4 200.0 189.5 1 180.7 113.0 166,2 160,2 154,8 1 ,0 145.6 1 1415 137.8 134.4 131.2 128.3 1 125.5 40 231.5 2212 211.6 201,8 1932 185.7 115.1 113.1 167.7 162,8 1584 154.3 150,5 10 143.7 140.6 0 � 4S 201.4 189.5 1796 171.2 1619 157.4 151.7 146.6 120 137.8 134.0W.5 127.2 124.2 121,4 118.8 45 2249 211.6 200,6 191.3 183.2 176,0 165,7 164,0 158.9 154.3 1500 146.1 1415 139.1 136.0 133.1 C) 50 192.0 180.7 1712 163.1 156.1 150.0 144.5 139.6 15.2 131.2 127.6 124.2 121.1 118.3 115.6 1111 50 214.3 2018 191.3 182.3 174.6 167.7 161.7 156.3 1514 1469 1429 139.1 135.1 132.5 129.5 1258 U z � 55 183.8 172.9 163.8 1551 149.4 143.5 138.2 133.6 19.3 125.5 122.0 118.8 115.8 113.1 110.5 108.1 55 205,2 193,2 183.1 174.5 167.1 160.5 154.7 1495 148 140.6 1367 1 133.1 129.8 120' 1239 171.2 u 60 176.6 166.1 157.4 149.9 1434 137.8 1323 128,2 14.2 120 5 117.1 114.0 111.2 10&5 106.1 103.8 60 197.2 185.6 175.9 167.7 160.5 154.2 148.6 143.6 139.1 135.0 131.2 127.8 124.6 121.1 118.9 115.4 65 170,2 160.1 1516 144,4 138,2 132.7 127.9 123.5 19.6 116.0 112.8 109.8 107.1 104.5 102.1 99.9 65 190.2 179.0 168.6 1616 154.6 '148.6 143,2 1383 134. 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U14DERHEADER ' ' ' STORM BAR HEIGHT UNDERIiEADER E d._,.. m -_ - _ . _.._. _ _ PSf 42 43 Si 60 65 2 1[e p F 42 -- ' 78 84 90 96-25 102-rIra T114-,- 120 126 T-432 25 2810 1710 161.8 1540 1473 1414 1362 13L 127.3 1235 12110 1168 1133 111.1 1085 1061 25 184.6 1766 169.8 163.9 158.8 154.3 150.2 146.5 1428 138.5 134.6 13LO 127.7 124.71218 119.2 Q 30 1671 157.0 14" 1414 1352 1288 1249 120 1168 1332 11x0 107.1 104.4 101.8 995 979 30 1717 166.2 1598 154.3 149.4 145.2 140.2 135.4 13LO 127.1 1235 12112 117.2 114.4 1118 109.3 1 C =. .•� 35 1555 1461 1382 1365 115.7 120.6 1111,1 112. 108.5 3052 1022 99.5 97.0 94.6 924 904 35 165.0 157.8 1518 146.5 1410 135.4 3304 1259 121.8 1182 1149 1118 108.9 106.3 3113.9 1016 4I) 1461 137.2 129.8 1235 118.0 1312 1090 1 1018 98:8 959 914 91.0 8&8 $67 84,8 40 157.8 15LO 145.2 138.5 132.4 127.1 1224 1182 114.4 110.9 1078 104.9 1022 99.8 97.5 1 9S.3 "� E 4S 3:182 n18 111.7 1168 111.6 107.1 1031 99 963 93.4 90.7 88.3 86.0 839 820 802 1 45 151.8 145.2 137.7 1310 1253 12112 115.8 111.8 108.2 104.9 IOL9 99.2 96.6 93.7 893 85.2 00) ' so ]315 ]2'335 116,8 111.1 1061 IOLB 980 RO 1 916 898 86.2 83.9 81.8 798 77.9 76.2 50 146.5 1385 13LO 124.7 1192 114.4 1101 106.3 102.9 99.8 96,9 93.7 888 84.4 80.3 76.7 9S 125.7 11&O 111.6 3061 101.4 97.3 917 911 87.5 84.8 814 8112 78.1 762 744 72.8 55 1410 1324 125.3 119.2 113.9 109.3 105.2 1016 98.3 95.3 90.2 8S.2 80.7 76.7 73.0 69.7 L •� � ` ; , 60 MS 1132 1071 101.8 973 933 898 86: 839 81.3 79.0 769 74.9 -a1 714 698 60 135.3 127.1 12112 114.3 109.3 104.9 1009 97.4 933 87.9 82.7 7&1 74.0 70.3 67.0 63.9 w •C 65 3.1111 11&O 106.0 98.0 916 89.8 86S 814 8017 7&3 76 65 1 4 {�'t fs•i A 740 72.1 70:3 6&7 672 30.3 122 1157 11111 1052 1009 97.2 917 865 811 16,3 72.1 6&3 649 bL8 59.0 ' 70 1121 105[2 9915 94.6 90.4 86.7 1 814 Bal 77.9 75,5 734 714 69.5 67.8 663 643 70 125.8 11&1 111.7 106.3 3015 97.4 91.7 8&1 803 75.3 7119 67.0 63.4 603 57.4 54.8 75 ms 101.8 962 915 87.4 839 1 8117 77. 7S4 711 710 6910 67.3 %6 629 600 75 1218 114.3 108.1 102.8 98.3 917 86,5 80.3 75.0 7113 662 62.5 59.1 562 53.6 51.1 ' 80 11112 9117 93,3 887 848 813 7&2 75. 731 7Q8 68.8 669 a2 61.9 590 563 80 118.1 1108 104.8 99.7 95.3 87.9 81.1 75.3 7113 65.9 620 58.6 S5.S 52.7 502 47.9 85 107.2 959 9Q6 862 823 79.0 760 73, 71.0 6&8 668 648 61.3 5113 555 53.0 85 114.7 107.7 101.8 96.9 90.2 8Z7 763 7119 662 62.0 58.4 55.1 52.2 49.6 473 45.1 DRAW. DP 90 984 933 882 839 8111 768 739 71.4 6A10 669 648 61.2 57.9 550 514 50.0 90 1117 104.8 99.1 933 85.2 78.1 72.1 67.0 62.5 S8.6 5S.1 521 49.3 46.9 44.6 42.6 DATE: 08•10.04 9S 969 9119 85.9 81.7 7&1 743 72.0 69. 67.2 652 6L3 57.9 54.9 52.1 417 47.4 95 10&8 102.1 96.6 88.8 *34.1312 68.3 63.4 59.2 555 52.2 49.3 46.7 44.4 42.3 40.4 APPROVED: DV 100 945 887 818 79.7 76.1 734 7113 67. 65.6 61.9 583 55,0 52.1 49.5 47.2 45.0 100 106.2 99.7 93.7 84.4 649 60.3 56.2 52.7 49.6 46.9 44.4 422 40.2 3&3 DATE 10.28.08 125 80,0 797 753 71.6 6&4 66.6 SLO 56 528 4915 456 440 41.7 396 37.7 36.0 125 95.5 84.4 75A 675 519 48.2 45.0 42.2 39.7 375 35 S 33.7 321 30.7 196 773 730 69:0 f.6 6110 SSA SQ8 47. 440 41.3 389 36.7 34.8 33.0 31.5 30.0 150 803 70.3 615 562 43.3 40.2 37.5 35.2 33.1 312 29.6 2111 2&8 2&6 DRAWING M 175 723 b7.s 62.9 56.6 SLS 472 43.5 411 37.7 35,4 333 31.5 29.8 28.3 27.0 25.7 175 689 603 53.6 4&2 37.1 34.4 311 Al 2&4 268 25.4 24.1 23.0 2L9 3-01-031 200 677 QS 55,0 495 45,0 413 381 35► 310 31.0 293 27.5 26.1 248 236 225 200 6113 527 46.9 422 324 30.1 28.1 26.4 24.8 23.4 22.2 21.1 2QI 19.2 SM. REV. 225 629 560 4&9 44.0 4110 363 319 31. 29.4 27.5 259 24.5 23.2 22.0 210 20.0 225 53.6 46.9 41.7 375 288 26.8 25.0 23.4 221 208 19.7 187 17.9 17.0 B B 250 %S 9915 440 39.6 360 33.0 30.5 2&3 264 24.8 233 22.0 20.9 1918 18.9 1$A H275 4&2 422 37.5 33.7 30.7 2&1 26.0 24.1 12.5 21.1 19.9 18.7 17.8 16.9 161 15.3 SCALE: 1:10 275 51,5 4x.0 40-0 36.0 328 30A 27.7 25 240 27-5 21.2 2110 19.0 1&0 17.2 ib.4 •:43.8 38.3 34.1 30.7 21.9 25.6 1 23.6 21.9 2115 19.2 18.0 17.0 1 16.1 153 14.6 13.9 SHEET. 20B OF 26 • z m~ � SCHEDULE 16A SCHBDULE 17A ___--jft*iMUMAIIOWABLE2SPANISHEADERVADTH(TRAC TOTRACK)E-E(1),(2)AND(3)ATTACHMENTTOCONCRETEORBUILD OUT MAXIMUMAIIOWABIE 3 SPAN 3.5 HEADER WIDTH(TRACK TO TRACK) E(1),{2)AND(3)ATTA04MENTTO CONCRETE OR BUILD0lti ISTORMBARHE 'HT 'STORM BAR HEIGHTUNDER HEADER _ _ -- PSF 42 48 54 6D 6672 79 1 1 90 . 96T_102_�--108-,-114 120 126 Q 48 S4T6D 66 72 78' �s�(I -1AQI VIA �- 132 -r-96- 102 - -TAY 25 182.0 171.0 16L8 154.0 147.3 141.4• 136.2 13 S 121.3 123.5 120.0 116.8 113.8 i1L1 10115 106.1 .. 2S 1860 1770 170.0 163.0 157.0 152.0 147.0 144.0 14L0 139.0 138.0 135.0 1326 129.2 126.1 113.2 U . .. z 30 161.1 157-0 148.6 14L4 135.2 129.8 124,9 12 6 116.8 113.2 110.0 107.1 104.4 101.8 99.5 97.3 � 30 1730 166.0 16-00 154.0 148,0 145.0 1420 138.0 134.0 13L9 127.9 124.3 12L0 11&0 115.1 1125 35 155.5 146.1 138.2 13L5 1257 120.6 116.1 1 108.S 105.2 102.2 995 97.0 94.6 9Z4 90.4 35 164.0 158.0 152.0 ]A6.0• 142.0 138.0 133.0 130.5 126.1 122.1 118.4 115.1 1320 109.2 105.6 104.1 � 0 0 40 146.1 137.2 129.8 123.5 110.0 113.2 109.0 1 .2 10LB 98.8 95.9 934 9LO 88.8 86.7 84.8 40 158.0 151.0 145-0 140.0 135.0 131.9 126.7 122.1 11&0 114.2 130.8 107.7 1048 IOZI 997 97.4 w � 4S 138.2 129.8 122.7 1168 1116 107.1 1 103.1 995. 96.3 93A 90.7 80 8&0 83.9 82A 80.2 45 iSLO 145.0 140.0 ]34.0 1299 124.3 1195 115.1 111.2 107.7 104.5 IOLS 988 963 94.0--1 9L8 U � A..c 5D 131.5 123.5 116.8 11L1 1061 101.8 9&0 946 91.6 88.8 86.2 83.9 818 79.8 77.9 762 50 147.0 140.0 135.0 129.2 123.2 118.0 1133 109.2 105.5 102.1 99.1 96.3 93.7 914 892 87.1 55 125.7 118.0 11L6 1061 1OL4 97.3 93.7 87.S 84.8 82.4 80.2 78x1 762 74.4 72.8 55 142.0 136.0 129.9 123.2 1175 112.5 10&0 104.1 1006 97.4 94.S 91.8 89.4 87.1 85.0 83.1 60 120.6 113.2 107.1 101.8 97.3 913 89.8 7 83.9 81.3 79.0 769 74.9 73.1 71A 69.8 60 13&0 13L9 124.3 11&0 MS 107.7 103.4 99.7 963 93.2 90.5 87.9 85 6 83.4 8L4 79.5 O � U 65 116.1 109.0 103.0 9110 93.6 89.8 86S 80.7 78.3 76.0 74.0 72.1 70.3 68.7 67.2 6S 133.0 116.7 1195 113.3 10&O 103A 99.4 95.8 9ZS 89.6 869 84.5 82.2 80.1 782 764 � "D 70 112.1 105.2 995 94.6 90.4 86.7 83.4 77.9 75.5 73.4 714 69.5 67.8 66.3 64.8 70 130.5 122.1 115.1 109.2 INA 99.7 95.8 92.3 89.2 86.3 838 81.4 79.2 771 75.4 73.6 � `Z Q 75 108.5 101.8 962 91.5 87.4 83.9 Sal 77 75.4 73.1 71.0 69.0 67.3 65.6 64.1 62.7 75 126,1 118.0 11L2 105.5 IA06 96.3 9ZS 89.2 861 83A 80.9 78.6 765 74.6 7Z8 711 � (� 0 80 105.2 9&7 93,3 8&7 84.8 8L3 7&2 7 73.1 70.8 68.8 6&9 65.2 63.6 62.1 60.8 80 12Z1 114.2 107.7 102.1 97.4 93.1 896 86.3 834 80.8 78:3 76.1 74.1 7Z2 7115 6119 O � 85 102.2 95.9 90.6 862 82.3 71.Ij 76.0 7 71.0 65,8 66.8 65.0 63.3 6L8 60.3 59.0 85 11&4 110.8 104.5 99.1 945 90.5 869 83.8 80.9 78.3 760 73.9 7L9 70.1 '6&4 668 z 90 99.4 933 8&2 838 80.1 76.8 73.9 7 69.0 66.9 65.0 63.2 6L6 6A1 58.7 57.4 9D 115.1 107.7 IOLS 963 918 87.9 845 8L4 7&6 76.1 73.9 71.8 699 6111 66S 64,9 95 96.9 90.9 859 81.7 78.0 74.9 710 69 67.2 65.2 63.3 61.6 6QO 58S S72 55.9 95 112.0 104.8 9&8 93.7 89.4 85.6 82.2 79.2 76S 74.1 71.9 69.9 6&0 6b 3 64.7 63.2 100 94.5 88.7 83.8 79.7 761 73.0 70.3 67 65.6 63.6 61.8 60.1 5115 57.1 55.8 S4.5 100 109.2 102.1 963 9L4 87.1 83.4 80.1 77.2 74.6 72.2 70.1 68.1 663 64.6 63.0 6L6 c 125 85.0 79.7• •175`3- 7L6 68.4 65.6 63.1 60.158.9 57.1 55A S19 5ZS SL3 50:1 4&9 125 97.7 914 86.1 . •.81.7 77.9 74.6 717 69.1 667 64.6 62.7. .60.9 59.3 S7.8 564 551 150 77.8 73.0 690 65.6 62.6 W.1 57.8 SS. 53.9 52.3 50.8 49.4 4&1 46.9 45.7 44.7 150 891 83.4 78.6 74.6 711 68.1 65.4 63.0 609 59.0 57.2 55.6 535 50.8 4&4 462 a 175 72.3 678 64.0 60.9 58.1 S5.7 53.6 S 50.0 48.5 47.1 45.7 44.S 43.4 42.3 41.4 175 82.5 77.2 72.8 69.1 65.9 63.0 60.6 58.4 564 54.4 51.2 48.4 458 435 41.5 39.6 200 67.8 63.6 60.0 SZI 54.5 52.3 50.3 48. 46.9 45.4 44.0 418 4L6 40.6 39.6 3&7 200 77.2 72.2 6&1 64.6 616 59.0 56.7 54.4 SO.8 47.6 44.8 42.3 4111 38.1 363 34.6 225 64.0 6D.0 567 519 SLS 49.4 47.5 45. 44.2 42.8 41.5 40.3 39.3 38.3 37.3 362 225 72.8 68.1 641 60.9 591 SS.6 511 48.4 45i 42.3 39.8 37.6 35.6 33,9 312 30.8 Z° • t 250 60.9 57.1 519 512 4&9 46.9 45.0 4 419 40.6 39.4 383 37.2 35.8 34.1 32.5 250 �.1 64.6 60.9 578 55.1 50.8 469 43.5 406 Al 359 33.9 3Zi 1 30.5 29.0 27.7 275 58.1 545 SL5 4&9 467 44,7 419 41 40.0 1 38.7 37.5 362 34.2 32-S 3LO 296 2.75 65.9 FACT S&1 S5:1 W 46.2 4Z6 39.6 369 34.6 32.6 30.8 292 1 277 264 252 . I , .:s'. a• • DRAWN: DF - DATE: 46'10-04 APPROVED: DLF DATE: 10-2&06 DRAWINO NO. 3-01-031 SIZE Rev: SCALE 1:10 SHED 20C of 26 H (BEYOND) STORM BAR NOTES: SHUTTER BOX 7" TO 12" (3) 01/4" TAPCON 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. SHUTTER BOX 7" TO 12" 4 5 OR 6 SIDED (1 3/4" MIN. EMBEDMENT) STORM BARS CAN BERM OR REMOVABLE,REMOVABLE POST INTO CONCRETE (SPRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING 4, 5 OR 6 SIDED ARE SHOWN ON SHEET 17,18,&4A OF 26. a z 2.SHU'1TER(S)SHOULD NOT BE ROLLED DOWN DURING A� [� 1 JJ jc�► WIND EVENTS WITHOUT REMOVABLE STORM BARS I z IN PLACE.ROLL A-WAY IS NOT RESPONSIBLE FOR co ico -.9 SUBSEQUENT DAMAGE. �"o �Q SECTION"D-D"(2) . SECTION"S-E"(2) 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT z d 2 _ UP ON STORM BAR WHEN BOTTOM FEET CLEAR THE STORM S y. y. - BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. BVII,DOUT Mpvr1T BVIY.DovT MOUNT O ' NO STORM BAR . WMSTORMBARS 4.SHUTTERS WTfH NO STORM BARS,OVER 72"WIDE SHOULD m •� =�� USE SOME FORM OF HOOD SUPPORT,HEADER,TUBING OR r EXTERNAL SUPPORT. 5.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR 1 1/2" x 1" x .1" x 5" a —7— REINFORCEMENT BRACKET SHOWN ON SHEET 25 OF26. INTERNAL ALUM. ANGLE W/ [[V OR(�W J)OR[(X -d -- I 6.SEEALTERNATE SPANS USING 01/4-20 BOLT&NUT PER (3) #66 SS POP RIVETS `��o' U/ ��vr z i DETAIL"B-F'(4)SHEET 23 OF 26. 7.SEE 2 SPAN AND 3 SPAN MAXIMUM ALLOWABLE HEADER THRU SIDEFRAME TO ANGLE & M SPANS E-E(2)ON PAGES 20A&20C OF 26. (2) #12 x 3/4 SS SMS (2) 01/4-20 x 3/4 SS BOLT TO ALUM. POST & SS NUT TO HEADER & (3) #14 x 3/4" SS SMS (4) 01/4" TAPCON � TO ALUM. POST, NOTE 6 (1 3/4" MIN. EMBEDMENT) ((D�OROR0 STORM BAR 24" O.C. E)OR((Ej)OR� O((H))ORO 0 SEB STORM BAR NOTES SEE TABLE SEE TABLE SHEET 7A OF 26 O A SHEET 7A OF 26 ' QD GLASS GLASS w �/ 1" MIN. GLASS 0 OR G OR 0 CLEARANCE v ==:I F_ ALT.SILL , DETAILALT.SILL DETAIL SEE TABLE SEE TABLE SHEET 7A OF 26 SHEET 7A OF 26 SHE STORM BAR NOTES 1" MIN. GLASS CLEARANCE SEE SECTION"C-C"(S) DRAWN. FOR LUMATIONS DF ((AB))® OR((ADS SFT 17 OF 26 DATE:G OR((H�OR(( I )) � 08.10.04 APPROVED: DLP t DATE +• _ 'e ,�• 10-28.08 • o_ F o DRAWINONO: 3--01--031 - SIZE: REV: z (4) 01/4- TAPCON B C X81/4" (1 3/4" MIN. EMBEDMENT) � � SCAM' 1:10 x 2 1/4" TAPCON ® STORM BAR, 2 1/2" O.C. 0 16" O.C. REST, 16'Z' O.C. SHEET. 21 or. 26 0 OR(( i )� (BEYOND) " SHUTTER BOX 7" TO 12"4. (3) 01/4" TAPCON � .r SHUTTER BOX 7" TO 12 4, 5 OR 6 SIDED 0 3/4 MIN. EMBEDMENT) 4, 5 OR 6 SIDED POST INTO CONCRETE ♦ � z �.:r Q SECTION"D-D"(3) O SECTION Z c� S J JAMB MOUNT •'i JAMB MOUNT p s NO STORM BARS WITH STORM BARS O 1 1/2" x 1" x .1" x 5" o INTERNAL ALUM. ANGLE W/ ((y OR Q W�)OR({X j� -J h (3) #66 SS POP RIVETS ��--'/J �� U-/ THRU SIDEFRAME TO ANGLE & (2) #12 x 3/4" SS SMS O (2) 01/4-20 x 3/4" SS BOLT TO ALUM. POST & SS NUT TO HEADER & (3) #14 x 3/4" SS SMS (3) X1/4" TAPCON TO ALUM. POST, NOTE 6 (1 3/4" MIN. EMBEDMENT) W OR GLASS ® STORM BAR, 2 1/2" O.C. u REST, 16" O.C. OR amu./ E"4 0 C) ® OR® H 14 --LO 11 1 1111111 0-4 u p SEE TABLE O SEE TABLE 44E-+ u z SHEET 7A OF 26 SEE STORM BAR NOTES SHEET 7A OF 26 O A � Z Q O GLASS '-, W O 0 � H ORO 1" MIN. GLASS z CLEARANCE z 3 � o ==a F v o o e 4 a a d ALT.SII.L DETAII. ALT.SILL DErAIL --� V1 SEE TABLE - SHEET 7A OF 26 t :• . SEE TABLE O a 0 SHEET 7A OF 26 STORM BAR NOTES: '• Apa 1" MIN. GLASS 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. SEE STORM BAR NOTES STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE CLEARANCE (SPRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING ARE SHOWN ON SHEET 17,18,&4A OF 26. 00 O SEE SECTION"C-C"(6) 2.SHUTTER(S)SHOULD NOT BE ROLLED DOWN DURING DRAWN: FOR 12MA17ONS WIND EVENTS WITHOUT REMOVABLE STORM BARS OF JSHEET 17 OF 26 IN PLACE.ROLL-A-WAY IS NOT RESPONSIBLE FOR DATE AB OR AD SUBSEQUENT DAMAGE. 08&10.0•x' E)oR 0 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT APPROVeD: MF UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM DAM BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. 10-2&08 4.SHUTTERS WITH NO STORM BARS OVER 72"WIDE SHOULD DRAWING NO: USE SOME FORM FHOOD SUPPORT,HEADER,TUBING OR T. 3-01-031 � 0 S.FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR `�' t REINFORCEMENT BRACKET SHOWN ON SHEET 24 OF26. SIZE rF v: _z (4) 01/4" TAPCON z 6.SEE ALTERNATE SPANS USING 0114-20 BOLT&NUT PER $ C M (1 3/4" MIN, EMBEDMENT) M DETAIL"&IT'(4)SHEET 230F26("W"AND"X"HEADERS ONLY) SCAM 01/4" x 2 1/4" TAPCON 7.SEE 2 SPAN AND 3 SPAN MAXIMUM ALLOWABLE HEADER 1: 10 ® 16" 0.C. ® STORM BAR, 2 1/2 O.C. SPANS&B(3)ON PAGES 20A&MC OF 26. SHEET: n2 OF 2! REST, 1 s O.C. G V SHUTTER BOX 7" TO 12" SHUTTER BOX 7" TO 12" .. 4, 5 OR 6 SIDE 4, 5 OR 6 SIDED # w a a�g SECTION"D-D"(4) SECTION"B-B"(4) MUL ION MOUNT0 MULLION MOUNT O 5 NO STORM BARS WITH STORM BARS a 1 1/2" x 1° x .1" x 5" INTERNAL ALUM. ANGLE W/ E)ORG _S (3) #66 SS POP R ETS THRU SIDEFRAME TO ANG.E & (2) #14 x 3/4" SS SMS (4) 01/4-20 SS BOLT TO ALUM. 130ST & SS NUT TO HEADER - OR((K (BEYOND) w & ALUM. POST, NOTE 6 U GLASS Z %Wool((D))OR((B ))OR F a 1" MIN. GLASS Z R((E �/ � •• N D O ��))OR �� CLEARANCE TYP. E't Q ((F )) o (( J ))OR K = Li U SH ET 7A OL 26 SHE STORM BAR NOTES GLASS U Z A 1" MIN. GLASS SEE TABLE &_q CLEARANCE SHEET 7A OF 26 0 �t z z O a Q co ai v n=9 F=o _ oa i CONCRETE LAB CONCRETE SLAB TYP. TOP & BO OM TYP. TOP & BOTTOM '� " th STORM BAR NOTES: `a C 1.SHUTTER SECTIONS ARE SHOWN WITH FIXED STORM BARS. .- STORM BARS CAN BE FIXED OR REMOVABLE,REMOVABLE (SPRING-LOADED)STORM BAR ASSEMBLIES&MOUNTING ARE SHOWN ON SHEET 17,18,&4A OF 26. 2.SHUTTER(S)SHOULD NOT BE ROLLED DOWN DURING WIND EVENTS WITHOUT REMOVABLE STORM BARS DRAWN: DF IN PLACE.ROLL-A-WAY IS NOT RESPONSIBLE FOR SUBSEQUENT DAMAGE, °� 08.10-04 3.REMOVING SPRING-LOADED STORM BARS:REMOVE PIN,LIFT APMOVEo- UP ON STORM BAR,WHEN BOTTOM FEET CLEAR THE STORM Dv BAR BASE PLATE,ROTATE STORM BAR OUT OF OPENING. DAM 10-2&O8 4.SHUTTERS WITH NO STORM BARS OVER 72"WIDE SHOULD DRAWING N0: USE ERTISRNAL SUPPORTOME FORM OF. 3-01-031 SUPPORT,HEADER,TUBING OR 3-V1-O3 5.SEE 2 SPAN(SCHEDULE 18)AND 3 SPAN(SCHEDULE 19)MAXIMUM SIZE: Rsv: ALLOWABLE HEADER SPANS PER PAGE 23A OF 26. B 6.SEE SHEET 24 OF 26 FOR ALLOWABLE HEADER SPANS USING EXTERI REINFORCEMENT BRACKETS WITH SMS(BUILD OUT SECTION E-E(3)) SCAB 1:10 IN LIEU OF BOLTING OR USE SCHEDULES 16 AND 17 FOR THE SMS SHEET: ATTACHMENT WITHOUT REINFORCEMENT. 23 of 26 MAXIMUM ALLOWABLE 2 SPAN HEADER WIDTH(TRACK 70 TRACK)E-E(4)BUILDOUI'WITH BOLTED CONNECTION-SCHEDULE 18'x. _-.. _ STORM BAR HEIGHT UNDER HEADER Sf= 78 84 90 96 102 108 , 114 120 3� 2 ~ 25 240.0 240.0 234.8 224.0 214.6 206.3 199.0 192.4 386.4 181.0 176,1 171.5 167.3163.4 159.8 156.4 .� cjo a$ 30 240.0 228.0 216.3 206.2 397.5 289.8 183.0 176.9 17L4 166.4 161.8 157.6 ]53.8 150.2 145.8 143.7 ,4 35 225.8 212.6 201.6 192.2 184.0 176.8 170.5 164.8 159.6 155.0 150.7 146.7 143.1 139.7 136.6 133.7 3 ; 40 212.6 200.1 189.7 180.8 173.1 166.3 160.3 154.9 150.1 145.6 141.6 137.9 134,5 13L3 128.4 225.6 M 45 2015 189.6 179.7 171.3163.9 157.5 151.8 146.7 142.1 137.9 134.0 130.5 127.3 224.3 121.5 118.9 b e 50 192.0 180.7 271.2 163.1 156.1 150.0 144.5 139.6 135.2 131.2 127.6 124.2 1211 SHUTTER BOX 7" TO 12" 55 183.8 172.9 163.8 356.1 149.4 1435 138.2 333.6 129.3 1255 121.0 118 8 tAS 4 °4Z 4, 5 OR 6 SIDED 60 176.6 166.1 157.4 149.9 143.4 337.8 132.7 ]28.2 124.2til-il 0.5 147 Z� s.<3, .2 � =.u139.3 w. , • 1.30 6» 65 170.2 160.1 151.6 144.4 138.2 132.7 127.9 123.5 219.6 5.6,., � 'LI3�• ' 128 6 125 9 164.5 154.7 146.5 139.5 133.5 128.2 123 5 119 3 X4'4,9 ' d ea •• •e � 159.3 149.8 141.9 135.1 129.2 324.1 229i.6 : 1' :4 1321 t:° $0 154.6 145.4 137.6 131.1 12SA 120 4 '�14� 1 �� " � �Z'�� y �d� R 122; _ � F }i - 128'� �' .......-.. •= 1>r1 178 - 1 85 150.3 141.3 133.8 127.4 121.9 SECTION 146.7 4 :8hf32n512$S 125 : 3189 .1 •J' 6: 90 146.4 137.6 130.3 124.1147 . _ _ .115:7` MULLION MOUNT 96 142.7 334.2 127.0 : 8 ,.�:� f� , , WITH STORM BARS �Y ., 120 95 L9,4 4,4 _�, 118.8"` 17 $ 1107:7 1 MIN. GLASS 100 139 131 r .. : .4 .0 124.0 �_:'147.9��4.1�1.H� �tti�36.1.., � .�r131.�.,.s p=,�26';$� �.•<]22.9:" :119.3,5 3 0. ',,2 i �s CLEARANCE TYP. ,. 125 125.6 118.1 314 14, .''135 a t 7$. .., 110.8.^ tS1.8 /yyy� 1/y�0_Q6 • .• ,;^ .1x^..r». .... .. .,.F` '...ar,.... _..,.-... w...... _L./r M,.B 107.5 _204,6` �.,� ,,,. Pte,.. •- �, :�'- i.=. .�.s .... ,� r.-� � ari,. ,- ,.. � „r 150 gel. 8 44.5 - i.0 & 2, rw w, �,_�. 1� �. .,� ..., k,]22.$.�.-m ,..s,�1175.,� •.wf11 9:� ;•„10�� 7 .. . . =kx ..��` 03,8-.� '::;.,.... .. .x.;, •;.»...,.w,,..« :. .3,,,>..,«.:.., >�..;.,-- v... .....:.,:.,s.... .:.. ,. ;,: .," _ - 91.2r;r., r�i:a+.. 9 _ O 175 �.S 89 0 SS 1 ..� m- �1aa•0 -114.3... ...1�'9.4 ,.: .1 .::nyolz=�� 97:�,�� z<,.9 ,.•. _, �. 9Z� :wa9.3' W O X �s _ .n. _ �. �i . 200 126.# � � _., 3. 102.8_ 8.7=.�._ _ � _. z t., .. ., � 9 95.7..:,=_> �h9v9 >x-,�b88.3�v •6� 77 7 219. _: 225 . , , 8 ,:� .; � .: � 9 , . ., :-.106.8'.,, . 101.78. .H ,97.3.m _ _. 79.4 4 01/4-20. SS BOLT 250 11!� ,.,. . - 8 ,:x01.8,. ,' I , .u;8�.x, ;BI<+.bj,. , _,.3 a ss.z sz :. _Soy ..¢ 7.7.8 7s 6, 6 .7�.7` aao.M E--t ... �,.. �= . : . .. � �. 669.x: �+ & SS NUT TO HEADER - _:.209.4.., 102.8 ;97:3., w-92.7 - 8R 6 35._ 68.4 & ALUM. POST. ., .,... �n._ .., -- .; , .,.82.4�: ; :X79:L°. .T16 6.'' '3 -, `y"72.2 '; ,: :70 3, : � >685 �66 9,..": „63.8 . �X60.9 o SEB NOME 6,PAGE 23 OF 26. (BEYOND) "SHADED REGIONS PROVIDE FORA MAXIMUM HEADER SPAN FOR THE 7-1/4"HEADERONLY. AS-71W HEADER IS ALLOWABLE ATA REDUCED SPAN. D OR S OR F MAXIMUM ALLOWABLE 3 SPAN HEADER WIDTH 1`RACK TO TRACK)E-E 4 BUILDOUT WITH BOLTED CONNECTION-SCHEDULE 19 o ` I ]STORM BAR HEIGHT UNDER HEADER PSF -- -_- 148 1 60 66 72 78 1 84 90 96 102 ( 108 114��-{ 132 • • • 25 240.0 240.0 240.0 •240.0 239.5 23QO 221.6 214.3 207.7 201.8 196.3 191.3 186.6 182.3 178.3 174.6 SEB S'T'ORM BAR NOTES F30 240 0 240.0 240.0 230.0 220.1 211.6 204.1 197.4 191.3 185.7 180.7 176.0 171.7 167.7 164.0 160.6 PAGE 23 OF 26 , GLASS 35 240 0 237.5 224.9 214.3 205.3 197.4 190.3 184.0 178.3 173.1 168.4 164.0 160.0 156.3 152.8 149.6 40 237.5 223.2 211.6 201.8 193.2 185.7 179.1 173.1 167.7 162.8 158.4 154.3 150.5 146.9 143.7 240.6 ,•� 1 :` SEE TABLE 45 224.9 211.6 200.6 191.3 183.2 176.0 169.7 164.0 158.9 154.3 1500 146.1 ' 142.5 1391 136.p SHEET 7A OF 26 50 214.3 201.8 191.3 182.3 174.6 167.7 161.7 156.3 151.4 146.9 1419 139.1 135.7 55 205.2 193.2 183.1 174.5 167.1 160.5 154.7 149.5 144.8 140.6 136.7 1331 :162.3 15°6 1�5.21✓�° u ' 00 tn 60 197.2 185.6 175.9 167.7 160.5 154.2 148.6 143.6 139.1 135.0 141 1,, .�g" 15224" 143 146 p o,o`►� ' 65 190.2 179.0 16.9.6 161.6 154.6 14&6 143.2 138.3 134.0 1 q0 a tti. • ..�15p4a 1�6�.. �1�3?� ��1 7� •`� 1, 70 1.83.8 173.0 163.9 156.1 149.4 143.5 138.3 133_£ =a F== 75 178.1 167.5 158,7 151.2 144.7 139 ' k f- e o .0 133.9 �R' ju �� 80 172.9 162.6 154.0 146.7 1404 134.9 .ifi ;4� 1 115"y2 : . 4 :1 3.8 ' .1� 3 .7j� , § �8.,e, ' a a 4 ° 85 1681 15&1 149.8 142.7 136.5 y 163.8 158 „ 4�.1+ Sq3 1 3 s1 ':9 2919 4 Q 90 163.7138.9 $ 136,9 3 12 4 3 154.0 145.9 1411.. • °�� . �v 95 159.7 150.2 142.2 135.5 :1619 , ' S 7 ,3 DRAWN 15 �dy �140�7' 8�6 132.9 12'9'5 126.3' 1202' 118 0 100 155.9 146.6 138.9 - - CONCRETE SLAG 12.1 146 7-' 141$ 137.fi4 r 1Z5 ire //JJ :. 183.4 129.8 4 77 • v Yom. .s . TY T TTM � P. OP & BOTTOM 1 1.23.3: 120 4 f 11 11S 2 " 125 40:0 l .57. ' $� :J. - sa •r .s t +,- f ,y, g s fi i •_ 4: 7.tl ::: 114.0,:1 111.2:. tf8.6 .� APPROVED: .+e:...x, �.�:,, .:-��. ,: ..s. ...,: .::-r � ..� z'=s>. :,..., ,. a:,. c' d1,:,1 1 ^.:m ,..-.,: ,'� r 1VW 1- 10 103 9 w 61.2 ,:,x. Q `� ,$ 15p 1...�,i 1.8 11. 13:9 .., ,.,1. �>, � w_wl�.l:� .��11.3 u, : �26.Z � :. �: ..,.117:6.:: �x1 �:.1 ,,. : •sxl<' t ,.-.. y.r.' r a. , € ,r n .: ,, x ,,.., rm a:, .. ,.. �,, DATE: :. . 10 5 . ;107.5 Ii4 7 ''14 .1� 99.7' 9 w951 1751 . • �'� 1� .Q� :�1�t'�;'7 .-»•1,?,...2 . r_^11..5 �.�113,�.,_ 3, 109.4 O� _ N o� a2s soo 0 _..... 4 t 9 z; ' e s2 DRAWitlONO 200 �u ,9� 121r , • . ... .IC�.!rf a ^4e` v:., • a�"D .fie f od 225 . _ . a I. 012 9 9 250 7� X11 413.6,:. . , <.. - Y. r � 1 F I{3��_..� ��16<. S._ size: Rev: ... . , y {{ '.:73 9 fi98 861. �.62 6 9,8� r I 275 .,!' . x10$.7, 103 5 ,, ;, mi . .. : ,u. .i.-.: 82;8_ , .tea 6. 71:3 671' K4 . 5 571 .$ . A # _ ALL. .10 B SHADED REGIONS PROVIDE FOR A MAXIMi1M HEADER'SPAN FORTK 7-114"HEADER ONLY. AS-7/8"HEADER IS ALLOWABLE ATA REDUCED SPAW., � ( aHEer. L _ _._ _ , 23A OF 26 _ MAXIMUM ALLOWABLE 2 5PAN HEADER WI DTH(TRACK TO TRACK)E-E(4)BUILDOUT WITH BOLTED CONNECTION-SCHEDULE=* -s -T- 3.5"HEADER 15TORMBAR HEIGHT UNDER HEADER __.I _ _ _ _ OW _ _ P5F 42 48 54 60 72 96 14 12A 126 J' 132- s� z g z m > fd og 25 82 171.2 162.0 154.2 147.5 141.5 136.3 13 . , ~~ $ 1 .2 16 127.4 1?3.6 1.20.1 116.9 113.9 111.2 108.6 106.2 30 167.3 157.2 148.7 141.5 135.3 129.8 125.0 120.7 116.8 113.3 110.1 107.1 104.4 1019 99.6 97.4 W c6 35 155.6 146,1 138.3 13L6 125.8 120.7 116.2 112,2 108.6 105.3 102.3 99.5 97.0 94.7 92.5 90.4 40 146.1 137.2 129.8 123.5 118.0 113.3 109A 105.3 101.9 98.8 96,0 93.4 9L0 88.8 86.8 84.8 45 138.2 129.8 1228 llb.8 111.b 107.1 103.1 99.5 96.3 93.4 90.7 88.3 86.0 83.9 82.0 80.2 SHUTTER BOX 7" TO 12" 50 131.5 123.5 116.8 IIL1 106.1 101.8 98.0 94.6 9L6 88.8 86.2 83.9 8L8 79.8 77.9 76.2 4. 5 OR 6 SIDED 55 125.7 118.0 111.6 106.1 IOL4 97.3 93.7 90.4 87.5 84.8 82A 80.2 78.1 76.2 74A 72.8 ' e 60 120.6 113.2 107.1 10LB 97.3 93.3 89.8 86.7 83.9 81.3 79.0 76.9 74.9 73.1 71.4 69.8 e 65 116,1 109.0 103.0 98.0. 93.6 89.8 86.5 83.4 80.7 78.3 76.0 74.0 72.1. 70.3 68.7 67.2 a d e 70 112.1 105.2 99.5 94.6 90.4 86.7 83.4 80,5 77.9 75.5 73.4 71.4 69.5 67.8 66.3 64.8 75 108.5 10L8 96.2 91.5 87.4 83,9 80.7 77.9 75.4 73.1 71.0 69.0 67.3 65.6 64.1 62.7 SECTION"&E"(4) 80 105.2 98.7 93.3 88.7 84.8 81.3 78.2 75.5 73.1 70.8 68.8 66.9 65.2 •63.6 62.1 60.8 MULLION MOUNT 85 102.2 95.9 90.6 86.2 82.3 79.0 76.0 73.3 71.0 68.8 66.8 65.0 63.3 6L8 60.3 59.0 WITH STORM BARS 1" MIN. GLASS 90 99.4 93.3 88.2 83.9 80.1 76.8 73.9 Y1.4 69.0 66.9 65.0 63.2 61.6 60.1 58.7 57.4 CLEARANCE TYP. 95 96.9 90.9 85.9 81.7 78.1 74.9 72.0 69.5 67.2 65.2 63.3 •51.6 60.0 58.5 57.2 55.9 Q 0 100 94.5 88.7 83.8 79.7 76.1 73.0 70.3 67.8 65.6 63.6 61.8 •' 60.1 58.5 57.1 55.8 54.5 '"t e_ 115 85.0 793 75.3 7L6 68.4 65.6 63.1 60.9 58.9 57.1 55.4'' 53.9 52.5 51.3 50.1 48.9 u z Pk GoR(D 150 77.8 73.0 69.0 65.6 62.6 60.1 57.8 55.8 53.9 52.3 50.8 49.4 48.1 46.9 45.7 44.7 U 175 72.3 67.8 64.0 60.9 58.1 55.7 53.6 51.7 50.0 48.5 47.1 45.7 44.5 43A 42.3 41.4 (4) 01/4-20 SS BOLT � 200 67.8 63.6 60.0 57.1 54.5 52.3 50.3 48.5 46.9 45.4 44.0 418 41.6 40.6 39.6 38.7 11" P4 u & SS NUT TO HEADER 7 OR((K 225 64,0 60.0 56.7 53.9 SLS 49.4 47.5 45.7 44.2 42.8 41.5 403 39.3 38.3 37.3 36.5 0 & ALUM. POST. % A SBE NOTE 6,PAGE 23 OF 26. (BEYOND) 250 60.9 57.1 53.9 51.2 48.9 46.9 45.0 43.4 41.9 406 39.4 38.3 37.2 36.3 35.4 34.6 w A 275 58.1 54.5 51.5 48.9 46.7 44.7 1 42.9 41.4 1 40.0 38.7 37.5 36.5 35.5 1 34.6 33.8 33.0 Q D®OR OR((P O jJ .. � , - I MAXIMUM ALLOWABLE 2 SPAN HEADER WI DTH(TRACK TO TRACK)E-E(4)BUILDOUT WITH 80LTED CONNECTION-SCHEDULE 19A* i ►•� j 13.S'HEADER I I Ll 9 _ !STORM BAR HEIGHT UNDER HEADER I__ P5F 42 48 54 +-6f-}- 72 78 84 ry1_� 90 96 102 108 J 114 132 •• 25 184.6 176.6 169.8 163.9 15$.8 154.3 150.2 146.5 142.8 138.5 134.6 131.0 127.7 124.7 121.8 119.2 -' SHE STORM BAR NOTES 30 173,7 166.2 159.8 154.3 149.4 145.2 140.2 135A 131.0 127.1 123.5 120.2 117.2 114.4 111.8 109.3 PAGE 23 OF 26 GLASS ` 35 165.0 157.8 151.8 146.5 14L0 135.4 130A 125.9 121.8 118.2 114.8 111.8 108.9 106.3 103.9 101.6 40 157,8 151.0 145.2 138.5 132.4 1271 122.4 118.2 114.4 110.9 107.8 104.9 102.2 99.8 97.5 95.3 .�r. ••p .' �. SEE TABLE SHEET 7A OF 26 45 151.8 145.2 137.7 13LO 125.3 120.2 115.8 1.11.8 108.2 29.9 101.9 99.2 96.6 94.3 92,1 90.1 �• ; 50 146.5 138.5 131,0 124.7 119.2 114.4 110.1 106.3 102.9 99.8 96.9 94.3 9L9 89.7 87.6 85.7 55 141.0 132A 125.3 119.2 113.9 109.3 105.2 101.6 98.3 95.3 92.6 90.1 87.8 85.7 83.7 81.9 60 135.3 127.1 120.2 114.3 109.3 104.9 100.9 97.4 94.3 9L4 88.8 86.4 84.2 82.2 80.3 78,5 i, w: 65 130.3 122.4 115.7 110.1 105.2 100.9 97.2 93.8 90.8 88.0 85.5 83.2 8LO 79.1 77.3 75.5 r ` 70 125.8 118.1 111.7 106.3 101.5 97.4 93.8 90.5 87.6 84,9 82.5 80.3 78.2 76.3 74.5 72.9 'A• Q!••, . =a F 75 121.8 114.3 108.1 102.8 98.3 94.3 90.7 87.6 84.7 82.2 79.8 77.6 75.7 73.8 72.1 70.5 a e 80 118.1 110.8 104.8 99.7 95.3 9L4 88.0 84.9 82.1 79.6 77.4 75.3 73.3 71.6 69.9 68.4 e e e a 85 114.7 107.7 1018 96.9 92.5 88.8 85.4 82.5 79.8 77.4 75.1 73.1 71.2 69.5 67.9 66.4 • .d 90 111.7 104.8 99.1 94.2 90.1 86.4 83.1 80.2 77.6 75.3 73.1 71.1 69.3 67.6 66.0 6466 DRAB'`' DF CONCRETE SLAB 95 108.8 102.1 96.6 91.8 87.7 84.2 81.0 78.2 75.6 73.3 71.2 69.3 67.5 65.9 64.3 62.9 DALE 09.2p-091 TYP. TOP & BOTTOM 100 106.2 99.7 94.2 89.6 85.6 82.1 79.0 76.3 73.8 71.5 69.5 67.6 65.9 64.3 62.8 61A APMOVED: DLP 125 95.5 89.6 84.7 80.5 76.9 73.8 7L0 65.5 66.3 64.2 62.4 60.7 59.1 57.7 56.3 55.1 DATE 150 87.5 82.1 77.6 73.8 70.5 67.6 65.0 62.7 60.7 58.8 •57.1 55.6 54.1 52.8 51.6 50.4 DRAWING NO. 175 81.2 76.2 720 68.5 65.4 62.7 60.3 58.2 56.3 54,6 53.0 51.6 50.2 49.0 47.9 46.8 3-01-031 200 76.2 71.5 67.5 64.2 613 58.8 56.6 54.6 52.8 51.2 49.7 48.3 47.1 45.9 44.8 43.8 225 72.0 67.5 63.8 60.6 57.9 SS.S 53.4 51.6 49.9 48.3 46.9 45.6 44.4 43.3 42.2 41.2 s�zE: B Rsv: 250 68.4 64.2 60.6 57.6 55.0 52.8 50.8 49.0 47.4 45.9 44.5 43.3 42.1 4LO 40.1 39.1 scALe 275 65.4 61.3 57.9 55.0 52.6 S0.4 48S 46.8 45.2 43.8 42.4 412 401 39.1 38.2 37.3 I:10 sHeer. 23B of 26 JAMB MOUNT SECTIOFWAM-IMM N A A 1 RER&ORCED HEADER CONNEMON RCED HEADER SHE R.H.SCHBDULE#22 _ ^ CONNECTION PAGE 25 OP 26 3 HCWM HCJM SHUTTER A >W. Z BOX a so 1 o IJP v Id CONCRETE a EDGE I t I I m DISTANCE m o zz ° ° 3" MIN. v :I, (D OR(( I )) SHUTTER BOX o w L i� 4 U 1 °. - --------- D OR E X OR W IF W OR X 1 ,• E (D � ® t a 3 ,r (4) #14 x 3/4" SS SM N .............. I a (4) #14 x 3/4 SS SMS N I.............. o n 03/8" SS POWE -SOLI (2) �14 x 2 SS SMS I (2" MIN. EMBEDMENT) CONCRETE OR BLOCK ;�% ��% I SEE R.H. SCHEDULE #21 I (/ OR(D I PAGE 24 OF 26 ° I 03/8" SS POWER-BOLT \u/ 2" MIN, EMBEDMENT WOOD STUD - R. . SCHEDULE #20 ALTERNATE FASTENER OPTION: ��• 'S� I ----' (2) 14 x 4 SS SMS . }.".X 3.25` TAPCON ------j WOOD STUD (1 1/2" IN. EMBEDMENT) •SEE R.H. SCHEDULE 22 (4) #14 SS SMS PAGE 25 OF 26 (1 1/2" MIN. V EMBEDMENT) V �cw1�t sECTto � � rHCTM EON:] �+ OR Q E)m(D z HCWM '�w OD SCREWS SHALL BE CENTERED IN 2"PACE OF STUD. HCJM 0 O z •MAXIMUM ALLOWABLE 2 SPAN 5.8750 HEADER WIDTH RACK T TRACK)-REINFORCED HEADER SCHEDULE 20 _ MAXIMUMA'LLOWABEE 2SPAN 1.25"HEADER WIDTH(TRACK TO TRACK)-REINFORCED HEADER SCHEDUlEZO z i 3 I STORM 8AR HEIGHT U DER HEADER _ f STORM BAR HEIGHT UNDER HEADER. _ - __ __. PSF 42 54 60--56 ,�2 78 84 90 96 _i 1�_.._. 108 114'" 120 126 132 P 4A 54 6D 66 1-72 78 . 84 90 102-408-rH4-t 120--�26-� 132 . 25 240.0 - 240.0 234.8 224.0 214.6 206.3 199.0 192.4 186.4 181.0 176.1 17LS 167.3 163,4 159.8 156.4 25 240.0 240.0 240.0 240.0 240.0 2400 240.0 237.8 230.7 224.3 218.4 2129 207.9 203.2 ]98.9 194.8 30 2400 22&0 216.3 206.2 197.5 189.8 183.0 176.9 171A 166,4 161.8 157.6 153.8 1502 146.8 143.7 30 240.0 240.0 240.0 240.0 240.0 234.9 226.8 219.5 212.9 2063 201.4 1964 191.7 187.4 183.3 179.5 .0 176.8 170.5 164.8 159.6 155.0 15Q7 1407 143.1 139.7 136.6 133.7 3S 240.0 24x0 240.0 237.6 227.9 219.4 211.7 204.9 19&7 193.1 187,9 183.2 178.8 174 7 1709 161.4 • 35 225.8 2126 201,6 192.2 184 40 212.6 200.1 1893 1808 173.1 166.3 160.3 154.9 150.1 145.6 141.6 137.9 134.5 131.3 128.4 125.6 40 240.0 240.0 234.6 224,0 214.8 2067 199.5 193.0 187.2 181.8 176.9 172.5 1633 164.4 160.9 157.5 ' Z " ,. :Z 45 20LS 189.6 179.7 171.3 163.9 157.5 151.8 146.7 142.1 137.9 134.0 130.5 127.3 124.3 12L5 118.9 45 240.0 2345 222.7 212.6 203.8 196.1 189.2 183.1 177.5 172.4 167.7 163.5 159.5 1558 152.4 149.2 50 192.0 180.7 171.2 1631 1561 150.0 144.5 139.6 135.2 131.2 127.6 124.2 121.1 118.3 115.6 113.1 50 237.2 223,7 2125 2028 194.4 187.0 180.4 174.5 169.1 164.3 1598 155.8 1520 14&5 145 2 142.1 �• 4 143.5 138.2 133.6 129.3 125.5 122.0 118.8 115.8 113.1 110.5 108.1 55 227.3 214.4 203.5 194.2 1861 179.0 172.7 167.0 1615 157.2 1530 149.1 145.4 1421 138.9 136.0 If. �:?� 55 183.8 171.9 163.8 156.1 149. �p 60 176.6 166.1 157.4 1499 143.4 1372 132.7 128.2 124.2 120.5 117.1 114.0 111.2 108.5 1061 103.8 60 218.6 206.2 195.7 186.7 178.9 172.1 1660 160.5 155.6 151.1 147.0 143.2 139.7 1364 133.4 130.6 ` �{�, 65 1702 1601 151.6 144.4 13&2 132.7 127.9 123.5 119.6 1160 112.8 109.8 107.1 104.5 102.1 99.9 65 211.0 19&9 ]88.7 180.1 171.5 165.9 1600 154.7 150.0 145.6 141.6 13&0 134.6 131.5 12&6 125.1 .O ° 70 164.5 1.54 7 146.5 139.5 133.5 1.28.2 1?3,5 119.3 1155 1121 10&9 106.0 103.4 100.9 98.6 96.5 70 204,1 1924 1825 174.1 166.8 160.4 154.7 1496 144.9 140.7 136.9 1333 130.1 127.1 121.7 1162 75 159.3 149.8 141.9 135.1 129.2 124.1 119.6 1155 111.8 108.5 105.4 102.6 100.1 97.7 95.5 93.4 75 197.9 INS 1769 16&7 161.6 155.4 1499 144.9 140.4 136.3 132.6 129.2 125.6 119.3 113.6 108.5 .Y 80 154.6 145.4 137.6 131.1 125.4 120.4 116.0 112.0 108.5 105.2 1023 99.6 97.0 94.7 926 90.6 80 192.2 181.1 17LB 1618 156.9 1505 145.5 140.6 136.3 132.3 128.7 124.3 117.7 111.8 106.5 101.7 85 150.3 14L3 133.8 127.4 121.9 117.0 112,7 10&9 105.4 102.3 99.4 967 94.3 921 90.0 8&0 85 187.0 1762 167.1 1594 152.6 146.7 1415 136.8 1315 12&6 123.8 117.0 110.8 105.3 100.2 95.7 90 146.4 137.6 130.3 124.1 11&7 113.9 109.7 106.0 102.6 99.5 96.7 942 91.8 89.6 87.5 85.6 90 1823 171.7 162.8 155.2 14&7 142.9 137.8 133.2 129.0 124.3 117.0 1105 104.6 99.4 94.7 90.4 DRAWN: 95 142.7 134.2 127.0 120.9 115.7 111.1 107.0 103.3 100.0 97.0 94.3 91.8 89.5 87.3 85.3 83.5 95 177.8 1675 158.8 15L4 145.0 139.4 134A 129.9 125.6 117.7 110.8 104.6 99.1 94.2 89.7 85.6 DF 100 139.4 13LO 124.0 U&I 1129 10&4 104.4 100.8 97.6 94.7 92.0 89.6 87.3 85.2 83.3 8L3 100 173.7 163.6 1SS.1 147.9 1416 136.1 131.2 1268 119.3 111.8 1053 99.4 94.2 89.5 85.2 81.3 °A�' 1i-t�'S-O% 125 125.6 11&0 111.7 106.3 101.6 97.6 94.0 90.7 87.8 85.2 818 79.5 75.3 71.6 68.2 65.1 125 157.1 147.8 140.1 1US 127.8 119.3 110.1 102.3 95.4 89.5 84.2 79.5 7S.3 7L6 6&2 6S.1 APPROVED: DV 150 115.3 108.3 102.5 97.5 93.2 895 86,2 83.2 79.S 74.6 70.2 66.3 62,8 59.6 568 54.2 150 144.5 136.0 128.8 ]19 3 10&5 99.4 91.8 85 2 79.5 74.6 70.2 663 62.8 S9.6 SG8 54.2 DAM 11-03.09 175 107.2 100.7 95.3 90.7 86.7 83.2 78.7 73.0 68,2 63.9 Ml 5&8 53.8 Sl.1 4V 46.5 17S 134.6 126.7 113.6 10'1.3 930 85.2 18.7 730 68.2 63.9 60.1 568 53.8 51,1 4&7 46.5 20D 100.7 94.6 89.5 85.1 81.3 74,6 68.8 63.9 59.6 5S.9 516 49.7 47.1 44.7 426 40.7 200 1267 111,8 99.4 895 81.3 74.6 6&8 639 59.6 55.9 52.6 49.7 47.1 44.7 42.6 40.7 ORAwiNo NO. 225 953 89.4 84.6 79.5 72.3 6&3 61.2 568 53.0 49.7 468 44.2 41.9 39.8 37S 36.2 225 113.6 99.4 880 79.5 7L3 66.3 61.2 568 S3.0 49.7 468 44.7. 41.9 39.8 37.9 36.2 3--01-031 250 90.6 85.1 79.5 7L6 65.1 59.6 55.1 51.1 47.7 44.7 42.1 39.8 37.7. 35.8 34.1 32.5 250 102.3 89.S 795 71.6 65.1 S9.6 55.1 51.1 47.7 44.7 42.1 39.8 37.7 35.8 34.1 32.5 SlZF_ REV: 275 866 81.3 723 65.1 59.2 54.2 50.1 46.5 43.4 40.7 3&3 362 34.2 32.5 31.0 29.6 275 93.0 81.3 71.3 65.1 592 54.2 50.1 4fi5 430 40.7 38.3 3CL2 34.2 32.5 31.0 29.6 scAc e 1:4 1 I ! - s� �•WL UA(11ONWOODNTHR©NFORCEMEWANGLE WALL MOUNT AA(i) TANGLE 24 OP2G FWALL JAMB MOUNT SECTION A-A 1 RSM ORCED HEADER M RE�IFORCSD HEADER CONNECTION CONNECTION SHE R.H.SCHEDULE#22 9 0• w WD nz HCWM HCJM SHUTTER Z BOX m IV • � Q CONCRETE a �e EDGE w W t I n DISTANCE c w W c0 3" MIN. • ';; a dz I t SHUTTER BOX o W OR 4'• a \� �% 1 0 t . O �:9 _---_------ �OR® �OR G 1 .. (4) #14 x 3/4" SS SMS N - - - T a (4) #14 x 3/4+' SS SMS N 1 O 0fl!Eii I I N ----t 3/8" SS POWER-BOLT - _ __ (2) #14 x 2" SS SMS I o " I i i (2 MIN. EMBEDMENT) ((D ))OR B t S E R.H. SCHEDULE X12 t CONCRETE OR BLOCK ° i 03/8" SS POWER-BOLT WOOD STU - R.H. SCHEDULE 020 .'�, `, 1 (2" '140 EMBEDMENT) I PAGE 24 OF 26 ALTERNATE FASTENER OPTION: ��' ��' z -' ----' (2) #14 x 4 SS SMS I" X 3.25" TAPCON -- --- o w000 sTuo 1 1/2 MIN, EMBEDMENT) SEE R.H. SCHEDULE 22 Q PAGE 25 OF 26 (4) (If 11 1/2" MIN4 SS . H SECTIO EMBEDMENT) u Z CWM HCJM SECTION � P4 V (DQN W OR X W WOOD SCREWS SHALL BE CENTERED IN 2„FACE OF STUD. �• ` A HCWM HCJM 1vt W NOTE:USE 3 SPAN SCHEDULE 19,PAGE 23A WITH SCH.21 E-t 0 I _ : IMUMALLOWABLE 25PAN5.875"HEAD RWIDTH(TRACK TOTRACK)REJNFORCEDHEADER SCHEDULE 821 � � __�• ! _�MAXIMUMALLOWABLE2SPAN7.25`HEADERWDTH(IRACKTOT CK)-RpN{OR�bIRSCIMULE21' A I I I I I STORM BAR I iElGHT UNDER HEADER ��STORMBARHEEGHfUNDERHfADER PSF 60 , 66 -=-�2- 78 84 90 96 468-x--114 120 126 132 PSf 4� I 48 x rv�-M� _ ' j 54 G 60 66 ` 72 i 78 1 84_ 102 108 114 1 120 12A M 2S 240.0 240.0 234.8 224,0 214.6 206.3 199.0 92A 186.4 181.0 176.1 17L5 167.3 163.4 159.8 156.4 2S 240.0 240.0 240.0 240.0 240.0 240.0 240.0 237.8 230.7 2243 218,4 2129 2079 2032 1989 190.8 �+ 30 240.0 228.0 216.3 206.2 197.5 189.8 183.0 76.9 171A 166.4 161.8 157.6 153.8 150.2 146.8 143.7 30 240.0 240.0 240.0 240.0 240.0 234.9 2268 2195 212.9 2063 20L4 196.4 191.7 187.4 1833 179.5 35 225.8 212.6 2016 1912 184.0 1708 170.5 64.8 159.6 155.0 150.7 146.7 143.1 139.7 136.6 133.7 3S 240.0 240.0 240.0 237.6 227.9 219.0 2117 204.9 1967 193.1 187.9 1832 1788 174.7 170.9 167.4 40 212.6 200.1 189.7 180.8 173.1 166.3 160.3 54.9 150.1 145,6 141.6 137.9 134.5 131.3 128.4 125.6 40 240 0 24110 234.6 2240 2145 206.7 1915 19x.0 187.2 181.8 1769 VZS 168.3 164.4 16D.9 157.5 �.+ 4S 20L5 189.6 179.7 17L3 163.9 157.5 151.8 46.7 142.1 137.9 134.0 130.5 127.3 124.3 12LS 118.9 45 240.0 2345 222.7 2126 2M2 196,1 =2 183.1 17X5 MA 167.7 163.5 1585 155,8 152A 149.2 .•�. '4�`• � ' �'" 50 1920 7.80.7 171.2 163.1 151x1 150.0 144.5 .6 135.2 131.2 127.6 124.2 121.1 118.3 115.6 113.1 50 237.2 2237 2125 202.8 IRA 187.0 180.4 1745 1691 1643 1528 1SS8 152.0 148,5 1452 142-3 a•.0 � • '` 5S 183.8 172-9 163.8 1561 149:4 143.5 138.2 33.6 129.3 125.5 122.0 118.8 115,8 113.1 liQS 1081 227.3 2144 2035 1942 786.1 1790 1727 167.0 1619 1572 153.0 1411 145.4 1421 138.9 136.0 1w ,vi , 60 176.6 166.1 157.4 149.9 143.4 137.8 1323 .2 124.2 120.5 117.1 114.0 111.2 108.5 106.1 103.8 21&6 2062 1.95.7 1867 1789 172.1 1660 16DS 155.6 151.1 147.0 143.2 139.7 3364 133A 130.6 65 170.2 160.1 751.6 144.4 138.2 132.7 127.9 23.5 119.6 116.0 112.8 109.8 107.1 104.5 102.1 99.9 2110 198.9 188.7 18Q1 1725 166,9 160.0 150.7 150:0 145.6 1416 13&0 134.6 133.5 128.6 1259 70 164.S 354.7 146.5 13tS 133.5 128.2 M.5 19.3 115.5 112.1 108.9 106.0 1013.4 1009 98.6 96.5 20X1 1924 1825 1741 166.8 1604 1547 149.6 1449 1401 136,9 1313 130.1 127.1 124.2 1216 -- 75 159.3 149.8 141.9 135.1 U9.2 124.1 119.6 15.5 111.8 108.5 105.4 102.6 100.1 97.7 95.5 93.4 75 171.9 1865 176.9 168.7 361.6 1SSA 14919 144.9 140.4 3363 1326 =2 126.0 123.0 1203 117.8 80 154.6 145.4 137.6 1311 125.4 120.4 116.0 12.0 1085 105.2 102.3 99.6 97.0 94.7 92.6 906 80 1922 78L1 1712 1618 1569 150.9 1455 140.6 330.3 1323 1287 3753 1223 MA 116.7 11.0.3 85 150.3 1413 133.8 1274 121.9 117.0 112.7 08.9 105.4 102.3 99.4 96.7 94.3 92.1 90.0 88.0 85 187.0 1762 167.1 1594 15M 1467 14LS 136A 1311 128.6 125:1 1219 1789 1161 1335 1112 _ 90 146.4 137.6 130.3 124.1 118.7 113.9 109.7 06.0 102.6 99.5 96.7 94.2 9L8 89.6 87.5 85.6 90 1823 1717 1628 155.2 148.7 1419 13X8 133.2 129.0 1253 121.8 118.7 115.7 1130 1105 108.1 BRAWN: DF 95 142.7 134.2 127.0 1209 115.7 111.1 107.0 013.3 100.0 97.0 94.3 91.8 89.5 87.3 1 85.3 83.5 96 177.8 167.5 158.8 351.4 145.0 1394 1344 1299 125`8 3222 1188 375.7 1122 110.2 107.7 1C&4 DA78: !I-x.09 100 139.4 13LO 124.0 1,18.1 112.9 108.4 104.4 110D.8 97.6 94.7 92.0 89.6 87.3 85.2 83.3 81.4 100 173.7 1616 155.1 147.9 141.6 1311.1 13L2 126.8 122.9 1 139.3 116.0 1180 110.2 107.6 115.2 IM9 APPROVI D: DLF 175 125.6 118.0 111.7 106,3 101.6 97.6 94.0 90.7 87.8 8S.2 818 80.6 795 76.6 74.9 73.2 125 157.1 147.8 140.1 1385 327.8 1228 11x14 114A 110.8 1075 1046 1018 99.3 97.0 948 92.7 150 115.3 108.3 102.5 975 93.2 89.5 86.2 83.2 80.5 78.1 75.9 73.8 72.0 70.2 686 67.1 19D 140.5 3360 1288 122.8 1175 112.9 1088 105.1 1018 988 96.0 915 91,2 890 87.0 $5,1 DATE11.05-09 175 107.2 100.7 953 90.7 86.7 83.2 80.1 177.3 74.8 72.6 705 68.6 66.9 65.2 63.7 62.3 175 1346 126.7 1211.0 114.3 1109A 105.1 1012 97.8 97 919 1 893 87.0 84.8 82.8 1 SQ9 79.1 DRAWING No: 200 100.7 94,6 89.5 85.1 81.4 78.1 75.2 72.6 70.2 68,1 66.1 64A 627 61,2 S98 58.5 20D 1.266 319.1 112,8 107.4 302.8 98.7 951 9L9 88.9 863 83.9 817 79.6 77.7 760 74.3 3-01-031 225 95.3 89.4 84.6 80.5 76,9 73.8 71.1 68.6 66.4 644W62.560.8 59.3 578 56.5 55.3 22S 1199 1128 106.8 101.7 97.3 934 90.0 869 84.2 8L6 794 77.2 75.3 73S 7L8 70.3250 90.6 8S.1 80.5 76.S 73.2 70.2 67.6 65.2 63.1 61.257.8 56.4 55.0 53.7 52.5 250 1143 107.5 101.8 95.9 92.7 89.0 8Sv7 828 80.2 77.8 756 73,6 71.7 700 68,4 66.9 stzEBRev:275 86.6 81.3 76.9 73.1 69.9 67.1 64.5 62.3 60.3 58.455.2 53.8 52.5 513 50.2 27S 1024 102.8 97.3 92.7 886 85.1 82.0 791 766 743 722 703 68.5 669 638 609 scpLe: NVall MountA-A(1)on Concrete with Relnforanent AnteI _Wa_if_ ot_A-_A_(_1).o_nC_o_n.c_ete%vlthReinforanentAn e _.. _ stu: 241 oF 26 WOOD SCREWS SHALL BE CENTERED IN 2"FACE OF STUD. 'MAXIMUM ALLOWABLE 2 SPAN US'HEADER WIDTH TRACK TO TRACK)-REINFORCED HEADERSCHEDULE 22'� ' -- - BUILDOUT OUNT NOTE:USE 3 SPAN SCHEDULE 17, STORM BAR HEIGt1f UNDER HEADER REINFORCED ER PAGE 20A,AS NEEDED. PSF 42 48 I _S4 60 1 66 ! 72 78 i 84 1 90 96 102 108 114 1 120 { 126 1 1329 1 CONNE ON 25 240.0 2400 2480 240.0 2400 2400 I40A 237.8 2307 224.3 2184 212.9 207,9 203.2 198.9 1948 • ® w z CONCRETE c ". SEE SCHED 22 30 240.0 240.0 240.0 2400 240.0 234.9 226.8 2195 2125 206.9 20L4 196.4 1917 187.4 183.3 179.5 ' $_z EDGE 35 240.0 240.0 240.0 237.6 227.9 219.4 211.7 200.9 198.7 193.1 1979. 383.2 178.8 174.7 170.9 167.4 0aw4ii $ g DISTANCE _ 40 240.0 240.0 2346 224.0 214.8 2067 1995 1910 187.2 18LB 176.9 172.5 168.3 1644 160.9 157.5 �{ a 3" MIN. • HCB SBGTION� 45 240.0 2345 2227 2126 208.8 196.1 189.2 183.1 177.6 172.4 167.7 163.5 1595 155.8 152.4 149.2 ~m z d SHUTTER BOX SO 237.2 223.7 212.5 20.8 194.4 187.0 180.4 174.5 169.1 164.3 159.8 155.8 152.0 148,5 145.2 142.1 a +' 55 2273 214A 203.5 194.2 186.1 179.0 1727 167.0 16L9 157.2 153.0 149.1 145.4 142.1 138.9 i36.0 � 0 60 218..6 200.2 195 7 186.7 1789 172.1 166 0 160.5 155.6 1S1.3147.0 143.2 139.7 1364 133.4 130.6 m HCf 65 211.0 198.9 188.7 180.1 1725 165.9 160.0 154.7 1580 145.6 -141.6 138.0 134.6 23LS 128.6 125.9 r 1 I 70 204.1 19L4 182.5 174.1 166.8 160.4 154.7 149.6 1449 140.7 136.9 133.3 130.1 127.1 124.2 1216 7S 397.9 186.5 176.9 168.7 16L6 155.4 1 149.9 144.9 1404 1363 132.6 129.2 126.0 123.0 120.3 117,8 ° I I I I 80 192.2 18L1 1718 163.8 156.9 150.9 145 5 140 b 136.3 132.3 128.7 125.3 1223 119.4 116.7 114.3 I I 85 7$74 17&2 167.1 159.4 1526 146.7 1415 136.8 1315 128.6 125.1 121.9 118.9 116.1 113.5 111.1 (t (i D OR t� JJ - I I ______ 90 1823 1717 1618 155.2 148.7 1419 137.8 133.2 129.0 125.3 1218 118.7 115.7 113.0 110.5 108.1 `�/ -r 95 177.8 167.5 158 8 3514 145 0 139:4 134.4 129.9 1258 122.2 1188 115.7 1128 1182 107.7 105.4 Cx) 01 ED I N 100 1733 163.6 155.1 147.9 14L6 136.1 13L2 126.8 122.9 119 3 116.0 113.0 110.2 107.6 105.2 102.9 -- I l� 125 iS7.1 147.8 140.1 133.5 127.8 122.8 118.4 1144 110.8 107.5 104.6 101.8 99.3 97.0 94.8 92.7 Fl. o' I ll�iv�fj I I _______�•� 150 1445 13560 1288 122.8 117.5 112.9 108.8 105.1 lOL8 98.8 96.0 93.5 91.2 8710 86.1 82.2 �'� I „ I 175 134.6 1267 120.0 114.3 109.4 105.1 1012 97.8 94.7 919 89.3 86.1 815 77.5 73.8 704 OR. E ! (¢) 1 x 3/4 S$ SMS 1 1 200 126.6 119.1 112.8 107.4 102.8 98.7 95.1 919 88.9 80.7 79.7 7S.3 713 67.8 645 6L6 I I I (2 14 X 2" S$ SMS. 225 119.9 112.8 1068 101.7 97.3 93.1r. 090.0 86.1 80.3 15.3 70.9 66.9 63.4 60.2 57.4 S4.8 .. �. --- --, 250 114.3 107.5 IOL8 96.9 92.7 890 83.4 77S 72.3 67.8 618 60.2 57.1 54.2 516 413 • CONCRETE OR BLOCK17 275 109.4 1028 97.3 92.7 88.6 822 75.8 70.4 65.7 6L6 S8.0 -54.8 SL9 49.3 46.9 448 0 Q 03/$" SS POWER-BOLT EMBEDMENT)(2" MIN. EMBED - • ''SLALDOUTOUtANDMU_WONMOUNTWFTHREINFORCEMENTANGLE WOOD STUD - _ V (2) #14 SS SMS (1 1/2" MIN. EMBEDMENT) SP1.1T BUILDOUT MOUNT P4 H ((N)) E OR([X)) Il CONNECTIONDER w P� `�' SEE SCHEDULE 22 h+ Q Hce �' Q ' v CONCRETE EDGE O a IMMUMAu WABIE 2SPANIM HLORYAOTH RPACKTOlMaq-REINFORCED HEA RSDIEDUIE tt' ., DISTANCE 3" MIN. : a HCSB SBCTIONz • s ISTORMIMARH9GHTWDERHUDER v P9 42 48 1 S4 60 66 R 18 84 90 96 102 108 114 12D 126 131 v° a• SHUTTER BOX 2S 20 24010 2348 2240 '2146 2063 194.0 1914 1$6.4 181.0 1761 1715 161.3' '163.4' 15.0.8 156.4 ° • '� 3O 240 2x80 HU 2062 1475 HU 183.0 1769 1714 1664 1618 IS7.61 153.8 150.2 146E 1431 I • 3S MS.S 2116 201.6 1912 184.0 1768 MS 164.8 199.6 1550 1.547 1467 1431 139.7 1366 133.7 HCSB I I I I , 40 2116 W 1119•? 11318 1 1711 1663 1603 L919 150.1 145.6 14L6 137.9 1345 1313 1284 05 o 45 MS 189.6 179.7 1713 1639 1$75 151.8 146.7 1411 137.9 134.0 1345 1273 1143 1215 1189 OR((E ((G}}OR((II OR(( I )) I 50 SLO 1847 1712 1631 156.1 150.0 1445 1396 1352 1312 121.6 1242 1211 1183 115.6 1131LJF '�-'� SS 183.8 1719 1638 MI 1414 143S 138.2 1336 1293 USS 1110 118.8 115.8 113.1 1145 106.1 , a3._ 60 1766 1661 ISl.4 1449 1434 1372 1317 128.2 1241 1245 1171 114.0 I1113 '0 .2 IO83 1061 103.8 '' '' r � `�o' OR� ' 65 170.2. 1641 1516 144.4 13&2 132.7 1719 1235 119.6 1164 112.8 109.8 107.1 1015 1011 49.9 '' '' -- N 1 S' ..� ,� 1 70 1645 154.7 1463 1395 1335 128.2 1235 1193 USS 1111 108,9 1060 M4 1009 986 965 __-_ _ __.. N -_::_:�. �._ 1-) O, 7S 154.3 149.8 1419 135.1 1252 1141 1194 ISS UVI 1085 105.4 IDL6 100.1 97.7 955 %4 j i I I •A � ��. I �o, ;o, ;o, ;o, I (4) #14 x 3/4 SS SMS 80 154.6 1454 1376 13LI 125.4 114 1160 1110 1085 105.2 1013 99.6 97.0 94.7 9L6 946 I I I 8S 1543 141.3 133.8 121.4 UL9 117.0 1123 1089 1054 102,3 994 967 943 911 so S&O I 1 (2) #14 x 2" SS SMS - I ,o; ,o; to; I PER TRACK 90 146.4 137.6 1343 U4.1 118.7 113.9 1093 1060 IDLE %S 967 441 918 89.6 873 85.6 I �" I 95 1417 I34.2 127.0 110:9 1151 1111 107.0 la3 1DDA 97.0 413 91.8 IRS 873 853 835 4 - ---� CONCRETE OR BLOCK DRAWN: DF 100 139.4 131.0 U4.0 1181 112.9 108,4 1014 100.8 97.6 947 92.0 836 873 852 833 81.4 03/8" SS POWER--BOLT DATE IS 115.6 118.0 1117 IOfi3 IOL6 97.6 94.0 90.7 878 812 823 K6 78S 766 749 732 (2 MIN. EMBEDMENT) /7-DV „ APPROvED: 150 115.3 1011,3 1025 973 912 89.5 862 83.2 80S 781 759 718 710 742 68.6 67.1 DV Ila- 175 107.2 10017 953 947 867 812 8011 773 74.8 716 705 68.6 669 652 631 623 W000 STUD °A� 11.04-09 200 100.1 94b 895 851 814 78.1 75.2 72.6 701 681 66.1 64.4 617 61.2 591 S&S (2) #14 SS SMS DRAWINONO: 225 953 894 84.6 805 769 73.8 711 656 66.4 64.4 QS 648 59.3 57,8 565 548 (1 1/2" MIN. EMBEDMENT) 3-01-031 ((Vff))OR((X SME: aev- 250 90.6 85.1 805 7bS 13.2 742 61.6 65,2 631 612 59.4 51.8 5&4 542 51b 493 `� �/ 275 866 813 769 73.1 0.9 67.1 93 623 603 58.4 568 SU 519 493 46.9 44.8 HCSB B C 3SCALE- BULDOUTANDM!<A1tOWMTWIMRONFORCEHENiANGIE II_..__:_ SHEET 25 OF 26 MULLION MOLD SPLIT MULLION MOUNT REINFORCED HEADEERR CONNFcnON REINFORCED HEADER SBE R.H.SCHEDUL 22 CONNECTION ` w z SBE R.H.SCHEDULE 22 3 a PAGE 25 OF 26 PAGE 25 OF 26 a. W! co a o R "wo A z<�' Z � O7 OR HCM HCSM 0OR((K j) 2FA QVFXP WA ri ri � E)OR Q) Edi `4 �4i 'qj N ---N — L------- ----� 3 �- 6 N o � E) wz � w o E)ORE) .. OR Q w E) za HCM z HCSM a 0 SHUTTER BOX , 1 I I l j SHUTTER BOK i i "* r .� 00; I I ) L F I I oo .� a �' 7 t � `✓ o ®X OR I 1 (4) 14 x 3/4" SS SMS I ! (4) #14 x 3/4" SS SMS I t PER HEADER (2) #14 x 2" SS SMS (2) #14 x 2 SS SMS I I DRAWN PER TRACK OF DAYS: II'Og'O9 - APPROVED: OF DATE: HCM SECTION HCSM SEMON II Olf'09 DRAWING NO, 3-01-031 SIZE: REV: C SCALE: I:4 SHEV% 26 DR 26