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Plans (34) 4, BRACING NOTES 40 GENERAL 4. WALLS ( INCLUDING GYP–BOARD NON–BEARING PARTITIONS) o 0 40 WHICH HAVE DUCTS RUNNING THROUGH THEM MAY REPLACE A TYPICAL TRANSVERSE BRACE. PROVIDE SOLID BLOCKINGS AROUND v Z m cy) 40 1 . ALL DESIGN, CONSTRUCTION, AND INSPECTION SHALL BE IN DUCT PENETRATION AT STUD WALL CONSTRUCTION. cn Q CONFORMANCE WITH THE 2015 INTERNATIONAL BUILDING CODE. �, o 40 40 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL STEEL 2 6 CONDITIONS AT THE SITE. E o 40 1 . ALL MISCELLANEOUS SHAPES SHALL BE ASTM A36, UNO. 40 3. IF THE CONTRACTOR ENCOUNTERS JOB CONDITIONS THAT REQUIRE UJ °O SEISMIC BRACING THAT IS NOT COVERED BY ANY OF THE 2. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE p '� O 41. SUBMITTAL INFORMATION, THEY SHALL CONTACT THE SEISMIC B; YIELD STRESS = 46 KSI . a 6 BRACING ENGINEER OR REPRESENTATIVE FOR DIRECTION. 5-8 a d;It 3. USE A307 BOLTS FOR ALL CONNECTIONS OTHER THAN CONCRETE E00 m CD 9 4. DRAWINGS INDICATE THE FINISHED PRODUCT. THEY DO NOT ANCHORS. I— u) INDICATE A METHOD OF CONSTRUCTION. CONTRACTOR SHALL CO 41 TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE STRUCTURE 4. ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES AND BY DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE WELDERS CERTIFIED BY AWS STANDARDS WITHIN THE PAST 12 o m iii a a FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB MONTHS; PROVIDE WRITTEN CERTIFICATION IF REQUESTED. x o 0 < • SITE. 5. SUBMITTALS INDICATE THE TYPE AND PLACEMENT OF SEISMIC UNISTRUT IC BRACING FOR PIPES AND/OR DUCTWORK AND MECHANICAL EQUIPMENT, SHOWING THEM FASTENED TO THE STRUCTURE. IT 110) IS UNDERSTOOD THAT THE STRUCTURAL ENGINEER OF RECORD HAS 1 . UNISTRUT CHANNELS AND CONNECTIONS ARE SPECIFIED FOR PIPE DESIGNED THE STRUCTURE TO HANDLE ALL IMPOSED SEISMIC AND DUCT BRACING. WHERE SHOWN ON DRAWINGS UNISTRUT PART M LOADS. NUMBERS ARE CALLED OUT AS P####. SEE UNISTRUCT GENERAL ' ENGINEERING CATALOG FOR INDIVIDUAL DESCRIPTIONS OF CD - PARTS. U 0 STRUCTURAL DESIGN LOADS 2. INSTALL UNI STRUT CONNECTIONS PER MANUFACTURER'S '� ctz INSTRUCTIONS. PROVIDE CHANNEL NUTS FOR ALL BOLT TO 00 IC OCCUPANCY CATEGORY: III CHANNEL CONNECTIONS. SEISMIC: 3. EQUIVALENT ALTERNATE MANUFACTURES ARE ACCEPTABLE. 40s' SITE CLASS: D IMPORTANCE FACTOR: Ip = 1 .0 SEISMIC DESIGN CATEGORY: D CONCRETE WEDGE ANCHORS mig SPECTRAL RESPONSE COEF: SDS = 0.715 411/ SD1 = 0.443 1 . USE CONCRETE WEDGE ANCHORS AS LISTED BELOW: SIMPSON STRONG BOLT 2 HILTI KWIK BOLT TZ �� DUCTWORK REDHEAD TRUBOLT+ w OR EQUIVALENT APPROVED FOR CRACK CONCRETE DESIGN Eo 400 1 . BRACE ALL RECTANGULAR DUCTS 6 SQ. FT. IN AREA AND kildelk o v LARGER. BRACE ALL ROUND DUCTS 32" IN DIAMETER AND 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE LARGER. MANUFACTURER'S INSTRUCTIONS. 3 0 n 2. THE DETAILS IN THIS SUBMITTAL SHOW TYPICAL LATERAL a .. • BRACING SYSTEMS. VERTICAL SUPPORT SHALL BE PROVIDED BY CONCRETE SCREW ANCHORS h.% g °° - APINV s'159-s- OTHERS. ms 0 .. ��P�p PRpc . r, • 3. TRANSVERSE BRACING FOR ONE DUCT SECTION MAY ALSO ACT AS 1 . USE CONCRETE SCREW ANCHORS AS LISTED BELOW: .5 ' E _.. LONGITUDINAL BRACING FOR A DUCT SECTION CONNECTED SIMPSON TITEN HD �2 �� PERPENDICULAR TO IT, IF THE BRACING IS INSTALLED WITHIN HILTI HUS–EZ ire::: `v°' OR EQUIVALENT APPROVED FOR CRACK CONCRETE DESIGNFOUR FEET OF THE INTERSECTION OF BOTH DUCTS AND BRACING IS SIZED FOR THE LARGER DUCT. % • 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE s ��'° ,� AIL MANUFACTURER'S INSTRUCTIONS. <Y G cPS a a • 11; 40 • • • • i • _ o W • © GS12 Y2"0 ANCHOR BOLT TO STRUCTURE v Z m ABOVE, SEE DETAIL A1/7. AT CONNECTION TO Q o • CONCRETE PROVIDE 4/2" EMBEDMENT. 0 ) Lu J 6 • PRE-FINISHED STAKE EYE 'AtO �`� v w 0o • SEISMIC ANCHORAGE OF MECHANICAL EQUIPMENT W °° ���' O - N • VIBRATION ANCHORAGE • MARK ON PLAN CONTROL (#) TYPE SIZE I EMBED NOTES/DETAILS =ci) 009-0 o \ 4,1; '''' //' m • ACU-101-106 SELF ATTACH TO ��// GS12-15S5-R5-2P v o (4) DRILLING Y4-14 - �! ici,.. • 201-203 WALL DIRECTLY SCREWS GRIPPLE CABLE KITS Lu z z w ei GS10-15E4-R4-2P CABLES, --, ��: � o � a AC-101 (4) SEE DETAIL A2/4 SEE DETAIL A1/5 / CL -) o 0 ^� GS10-15E4-R4-2P CABLES, 41 ' �� c CUH-101 (4) SEE DETAIL A2/4 SEE DETAIL A1/5 SELF UNIT TO CURB & GRIPPLE SEISMIC STANDARD 11111g- MAU-1 12 DRILLING Y4-14 - CURB TO STRUCTURE (SS) OR RETROFIT (GSR) "' OC SCREWS CONNECTION BRACKET SELF UNIT TO CURB & 12" GRIPPLE GS12 Oa RTU-1-4 OC DRILLING Y4-14 - CURB TO STRUCTURE C.9 w SCREWS CONNECTION J c ISOLATION " SELF UNIT TO CURB & U Q RTU-5, 6 SPRINGS BY 1C DRILLING Y4-14 - CURB TO STRUCTURE i w o OTHERS SCREWS CONNECTION ® GS10 /6"0 ANCHOR BOLT TO STRUCTURE00 0 TU-3-101 GS10-15E4-R4-2P CABLES, ABOVE, SEE DETAIL A1/7. AT CONNECTION TO THRU 6-213 (4) SEE DETAIL A2/4 SEE DETAIL A1/5 CONCRETE PROVIDE 3" EMBEDMENT. (55 UNITS) OE' GS10-15E4-R4-2P CABLES, PRE-FINISHED STAKE EYE UH-101-102 (4) SEE DETAIL A2/4 de SEE DETAIL A1/5 SELF /'� VFD's (4) DRILLING Y4-14 - ATTACH TO Om SCREWS WALL DIRECTLY i°' '''/ �= NOTES: 7.74,7GS10-15E4-R4-2P �� GRIPPLE CABLE KITS 1 . ANCHORAGE CALLED OUT IN TABLE ABOVE IS MINIMUM ANCHORAGE. ;;'1� 2. IF EQUIPMENT SITS ON A CONCRETE HOUSEKEEPING PAD, FIELD VERIFY THAT `► -' ''' ��. ; an PAD HAS BEEN DOWELED (ATTACHED) TO THE STRUCTURE BELOW. IF PAD w k a HAS BEEN ATTACHED TO STRUCTURE OR SLAB ON GRADE BELOW, THEN J o 5-7. ir ANCHOR BOLT EMBEDMENT DEPTH IS IN CONCRETE PAD, OTHERWISE EXTEND GRIPPLE SEISMIC STANDARD P�O PROF • N •o THE ANCHOR BOLT THROUGH THE PAD AND INTO THE STRUCTURE THE (SS) OR RETROFIT (GSR) :c.:;::4404: T�REQUIRED EFFECTIVE EMBEDMENT DEPTH. BRACKET . �9. �� wGRIPPLE GS10X066rEGON ~ � Al A2 I t N 7003-20 SCALE: NONE 7003-22C SCALE: NONE ' ' ��Y25,19c'°@,f G. CAk9' U cu of . • • • • GRAVITY SUPPORT AND CONN • GRAVITY SUPPORT TO STRUCTURE BY OTHERS • AND CONN TO • EXIST STRUCTURE o 0 ADD ROD STIFFENER STD PIPE OR EMT o 1- BY OTHERS, TYP STEEL CONDUIT SEE o zz r TO THREADED ROD, Lo i r , • PER DETAIL A2/5 SCHEDULE FOR Q m • cs / , THREADED ROD SIZES a w 0. \'� \ ) UP TO 3/4"0 g w F ♦ J • SEE DETAIL A1/7 FOR a E• -0� N o • CONNECTION TO �I I �, ALL-THREAD ROD, STRUCTURE ABOVE - ._:_, 6 MAX BTWN TOP OF O 'PIPE' ROD STIFFENER AND x SEE SCHEDULE W 00 CABLE BRACE BOTH CONN TO STRUCTURE J PIPE STIFFENER N • DIRECTIONS, EACH SIDE "HI 1111 z �� ROD n a la c, < N • OF UNIT (4) TOTAL, PIPE SIZE L MAX a) - ci SEE DETAIL A2/4 AND MECHANICAL UNIT III SIZE H • PLAN CALLOUTS FOR II %,, Y" STD 4'®9" } Lo • CABLE CONNECTION TYPE ELEVATIONjr i ° m z Y2"0 Y» STD 4'-9" z w oix coccQ a � -�f;O-_ _ N-4 � %"4 3/» STD 7'-0" � � o 0 N �„ OPTION 2 %4"� 1» STD 10'®0" "0 Y2" EMT 3'-6" • ikri Y2"0, %"0 Y4" EMT 4'-6„ 3/4"0 1" EMT 5'®6" • PLAN VIEW z —1 OPTION 2 11_ ALL-THREAD ROD I– Q X (8" P1000T W GRAVITY SUPPORT '� A SHORTER m CD • AND CONN TO THAN ROD) o EXIST STRUCTURE '�' BY OTHERS, TYP �ikiic_ 3/8" x 1" HHCS 0' ADD ROD STIFFENER [—FAA; �� TO THREADED ROD, / so P3008 NUT PER DETAIL A2 5 i P2485 OR ,� "O P2486 CRADLE , SEE DETAIL Al/7 FOR ►1 11111 Iii CLIP ROD CLIP "Ln CONNECTION TO CHANNEL STIFFENER SIZE SPACINGOw MAX STRUCTURE ABOVE L •o CABLE BRACE BOTH ELEVATION MECHANICAL UNIT GRAVITY SUPPORT AND w /"0 14" - 18" �� o DIRECTIONS, EACH SIDE CONN TO STRUCTURE Li. 24" o ci- 4111 OF UNIT (4) TOTAL, BY OTHERS Y2 20" V SEE DETAIL A2/4 AND lt -, /"0 24" 30" k , 3 �, PLAN CALLOUTS FOR UNISTRUCT ROD g j4"� 30" 36" :, n CABLE CONNECTION TYPE STIFFENER 'E, n I� ,_. .% "L" MAX IS THE MAXIMUM o ° L P, . INN'"odIIIIIIIIIIIIIIIIIIIIIIRIIIIIMI ROD LENGTH WHERE NO �tiP�O PROF �� J M PLAN VIEW 1 L I ROD STIFFENER IS REQD �`� ,,,���,,,,,,...}� ��. 0 � W 1 .. Vii ` 2 �� OPTION 1 OPTION 1 ROD eTIFFENE0'' .�E, � 1 .cir: O STIFFENER GON ~ • Al 7003.08 SCALE: NONE ' `� 7003.068 SCALE: NONE 0y25,,e,;,r et- a) • a M . • SEE DETAIL t GRAVITY SUPPORT GRAVITY SUPPORT AND Al/7 FOR AND CONN TO OTHERSCONN STRUCT STRUCT BY J CONN TO STRUCT BY OTHERS ADD ROD STIFFENER TO o 1- - • STRUCT ABOVE ADD ROD STIFFENER TO o 0 EXISTING THREADED ROD z r CO # PER DETAIL A2/5 SEE DETAIL EXISTING THREADED ROD N m '� �� PER DETAIL A2/5 Q o • .`a CONN TOR EXIST TRAPEZE CHANNEL oz �; '. 7 MEMBER BY OTHERS E a N STRUCT ABOVE d) o w -off Ecno ®` _a) #10 SHEET METAL , W co SCREWS © 6" OC `� o p 'r o CABLE BRACE EACH SIDE ` TO DUCT OR DUCT N cc; N • OF STRAP, (2) TOTAL, \ FOR UNISTRUT BRACE � Q�, � JOINT FLANGE M PERPENDICULAR TO PIPE OPTION, PROVIDE P1000 N ±10', SEE DETAIL A2/4, BRACE PERPENDICULAR TO `_ �m� G a) o • AND PLAN CALLOUTS DUCT f10' W/ P1843 AND ~ } ) • FOR CABLE CONNECTION Y2"0 UNISTRUT HCCS BOLT FOR UNISTRUT BRACE OPTION, PROVIDE P1000 0° TYPE CONNECTION TOP & BOT. CABLE BRACE EACH SIDE OF BRACE PERPENDICULAR TO DUCT f10' W/ P1843 w z z BRACE ONE SIDE OF DUCT, TRAPEZE, (2) TOTAL, AND Y2"0 UNISTRUT HCCS BOLT CONNECTION TOP o CO a 111--1 EXIST DUCT STRAP SEE DETAIL A1/7 FOR CONN PERPENDICULAR TO PIPE ±10', & BOT. BRACE ONE SIDE OF DUCT, SEE DETAIL o 0 0 CONNECTION BY OTHERS TO STRUCT ABOVE. SEE DETAIL A2/4, AND PLAN A1/7 FOR CONN TO STRUCT ABOVE. fe CALLOUTS FOR CABLE LARGE DUCT (> 6 SF) CONNECTION TYPE LARGE DUCT (> 6 SF) iltg.; TRANSVERSE BRACING TRANSVERSE BRACING 7003_12B SCALE: NONE B2 7003_12A SCALE: NONE Mg z J x ic GRAVITY SUPPORT AND CONN < W ' TO STRUCT BY OTHERS . GRAVITY SUPPORT AND CONN MD 414 SEE DETAIL Al/7 FORADD ROD STIFFENER TO TO STRUCT BY OTHERS CONN TO STRUCT ABOVE EXIST THREADED ROD PER ar: —�/— DETAIL A2/5 _......v__./EXIST � ADD ROD STIFFENER TO r� SEE DETAIL A1/7 FOR EXIST THREADED ROD PER 01 -1/ CONN TO STRUCT ABOVE DETAIL A2/5 13 •I `i O� �a � ,066:0011114 )-..4 . V o. •RECON Of) ��E ' ' �` ���r25,lg��' s W 1 offA C. CAS 1 0 ` N V MO , G� p M CABLE BRACE BOTH DIRECTIONS, FOR UNISTRUT BRACE OPTION, CABLE BRACE BOTH DIRECTIONS, 4 FOR UNISTRUT BRACE OPTION, EACH SIDE OF STRAP, (4) TOTAL, PROVIDE P1000 BRACE PARALLEL EACH SIDE OF TRAPEZE, (4) PROVIDE P1000 BRACE PARALLEL t kit 0 Q PARALLEL TO DUCT ±10', SEE TO DUCT ±10' W/ P1843 TOP AND TOTAL, PARALLEL TO DUCT ±10', TO DUCT ±10' W/ P1843 TOP a a M5. DETAIL A2/4 AND PLAN BOT EACH SIDE OF STRAP, (2) SEE DETAIL A2/4 AND PLAN AND BOT EACH SIDE OF TRAPEZE, �\ v CALLOUTS FOR CABLE TOTAL, SEE DETAIL A1/7 FOR CONN CALLOUTS FOR CABLE (2) TOTAL, SEE DETAIL A1/7 FOR m o IIP CONNECTION TYPE TO STRUCTURE ABOVE CONNECTION TYPE CONN TO STRUCTURE ABOVE T^ 410 EXIST DUCT STRAP LARGE DUCT (> 6 SF) EXIST TRAPEZE CHANNEL LARGE DUCT (> 6 SF �� W • SUPPORT BY OTHERS MEMBER BY OTHERS ) aN� LONGITUDINAL BRACING LONGITUDINAL BRACING LI - ,t; Al it 7003_13B SCALE: NONE 7003_13A SCALE: NONE U a) is . Mx a • • • • 0 W 0 • Z r ti EXIST CONC. IF POST— v o0 • METAL DECK OR CONC LTO TENSION STRANDS OCCUR, DO Q o • \BEAM = z NOT ANCHOR TO CONCRETE. Z' �`' ON METAL DECK — m w • _., ® 4 a) 0Q (n . ' d LiJ E cn o • _ ® _ _ G. 41) �._ W 00 • CABLE OR UNISTRUT co N P1000 BRACE, SEE CABLE OR UNISTRUT +- N • WEDGE ANCHOR DIAMETER ifP1000 BRACE, SEE cu N \ STEEL BEAM DETAIL A2/4 AND PLANQ o Q • N4-,-, CALLOUTS FOR CABLE PER DETAIL A2/4 OR Y2 0 DETAIL A2/4 AND PLAN E 00 o •N CONNECTION TYPE AT UNISTRUT BRACE, W/ 3 N CALLOUTS FOR CABLE a.) \• o EMBED IN CONC. 40 `` - I—CONNECTION TYPE 'n w • OPTION 3 OPTION 6 a CO N EXIST CONC ON METAL •� _ Z DECK, FIELD VERIFY. •o SPAN DIRECTION MAY VARY. UNISTRUT P2824 •� SERIES BEAM CLAMP •ci, CABLE OR UNISTRUT Z _1 .10 ANCHOR DIAMETER PER P1000 BRACE, SEE 3 , CABLE OR UNISTRUT U Q DETAIL A2/4 OR Y2 0 AT Q DETAIL A2/4 AND PLAN 12 GAGE x 1/a STRAP �___ P1000 BRACE, SEE Q I-- •T; UNISTRUT BRACE W/ 3" � t ‘ CALLOUTS FOR CABLE W/ %" RETURN OR Y2"0 DETAIL A2/4 AND PLAN w m EMBED IN CONC. o '� •\CONNECTION TYPE "J" HOOK o CALLOUTS FOR CABLE•o CENTER IN BOTTOM CONNECTION TYPE FLUTE OF DECK. STEEL FLOOR OR •0 OPTION 2 ROOF BEAM OPTION 5 iv METAL DECK • •m, ..... w�. • / . 0 ` STEEL JOIST METAL DECK w N.• S'>--BOLT W/ LOCKNUTS & -1.. E •o . 1 2x3/s x2 2 WASHER AT I a L I �,� o i : I TOP. PLACE BOLT IN SPACE `'� CABLE OR UNISTRUT 0 •E ���� ®�� BETWEEN JOIST CHORDS AND BOLT W/ LOCKNUTS & _, an AS CLOSE AS POSSIBLE TO „ � P1000 BRACE, SEE � 3 TOUCHING JOIST WEB 2 x/s x2 �' WASHER DETAIL A2/4 AND PLAN a CABLE OR UNISTRUT P1000 BRACE, SEE AT TOP. PLACE BOLT FOR CABLE a •.� DETAIL A2/4 AND PLAN CALLOUTS FOR MEMBER, OPPOSITE CABLE IN SPACE BETWEEN �� \CALLOUTS CABLE CONNECTION TYPE � E OF JOIST PANEL POINT. DECK FLUTES. D PRhi% at 00ns = o M o `‘ CABLE MUST BE �� � O'� �;_ E Ilk 053 PARALLEL ±1O TO STEEL JOIST /0 W c- o OPTION 441,40, •= OPTION 1 CH TBE o CHORDsa is AO 1065 ' r 1 F •o •REGON1141 .,, — •al Al 7003.14 SCALE: NONE '<<� LY25,1 �,, •U •a` •. • S S PIPE/DUCT BRACING LEGEND •-) U 6 C9 10 10.5 C.11 �� E it " ry1%1 Lnc, ui 0 5 7 B B c oldn w To o� a _ �y, ii��� B�PDIPE Oft W'CT TO ...� ` ..^ 10 COOS CABLE MGR PIM UNIS0RuT ® k,K az/1 o 0 - GS25 CABLE KIT O1 Pt000 UMSTRUT -I' ^ ',`a CABLE K.T OR c-I.O LNISIkUT . - , - 1, ',n �iCI - - FOR FURTHER INFORMATION ON CABLE KITS AND r I+I- - 11,i ATTACHMENT TO STRUCTURE,REFER DETAIL SHEET(S) kll R. TRAPEZE SUPPORTS REQUIRE SEISMIC BRACING WHERE THE TOTAL® ►� '_ �1 1360 ! �� 1300 ►, t."‘, .401'1' u, i 0 �' I ® IS MORE THAN WEIGHT OF REGARDLE3IS OFTS ECONOUING SI SUPPORTED SIZES. pµ0 I 1/' II 1 I C2 I I I 57 I I 1 IF FIELD CONDITIONS OCCUR WHERE BRACING IS iipilmon Cii, REQUIRED BUT NOT SHOWN ON PLAN,CONTACT SEISMIC ..... CLASSIC . C �- BRACING ENGINEER FOR DIRECTION. 10', _ 1401. 1 •E 1 1e01/ CABLE KIT COUNT: • ``'a - �",�, (2 cables in each kit) tet.... ,_ ID I ►. �/ •_'10I ©�pi. �+-�•ya1 1.GS12-1555-R5=0 i Sz Til}ifi� iI 'I 2_GS19-1556-R6=0 FG.c "' TYP I> _z,., III r „ 1 I it ,...,..11,,...,..11,0 II iffAmErs.... 10:31 an =� ,I41111M110M111.111.11i1.2111,..11,1%,,II a If J Q I '♦� .1- 1 , CLASSROOM I m �1'. { �i r., :1 I 'I `4 Ai28®� LA13S1 1 p_ 1 I _'� WO ' I IA,a 1. c, 101 r I, , , aril i • ± F o o o �.I'mp e) I _ o 92 1 11 c �(- ' 'u. D D D D m .1 ,aesAEU*•MI MBazo �e�• ul WI LEM �i l �� ►�1 © _ Z II 1t. ' MI m ®q mI i 'II,axe�►i Al hl�l� mz I�II�I � `I Lrrvzlzm3iuP 0 �� m �� 0 p >� ,,,e,,,,,__________.,___, � . 10x1 r T ,`.. r.11.rJ:tkl'► , ®r J , I1/ ►� • r E �I,, m II,�BO 1. _..,71. 1„__...... _ rt ,- •��(' dBQvs �2 U rn Au PRINCIPAL 1 -' ►/ 4-4.,01 `;CI° OFFICE ��: J r-�'iimmiri I. Ill �r��V9'll!'1 ' ..q A137 !Tt'P 1 >-. 11._ 'itnpi i _'___®..o , , 7� Vii, `E `''►_ f ; " ;�, p o a gills J J 1 ' , 1 ! 1 __;__� ',ei IMOBIC , �17 ,ma."'- P i _ �' _ a1s� r 1 �;'�� to [� 1D6 ►� �� r a+mss ® - �% r - �4�_� 2 - I ' 4EST rl!./Di I ! \ Z v; 0110 w — . uI — ice' J ? yew:,1 Ai(Co i 0 ►, , i �l E�Z,lu us ri co _e J 4-41 . ;.,r. _ I/i " ,_ m , II _„..,..........-.-_,,.......-.......,.1.1r ,d•ORA.[IT'P3) w m U • kaiii4a.ix, f,4,;„, e.�® 11i"' !At::�� 1on� 0 1I I!�® -' =--1� ,a.Ao m 1 ,I lel H w - CI EXHAUST UP , I,,,,� . .� C41 ME �n f,�I 224 \ ,_� , j1 ..trx a CTRS Z .'m 2. i1{Ike _a (r(A2) gallas ® I \�, r *DM. '. f11 m p C1� F r _;r::,..11,11 ! s�1�����u ��.I T -t-,11x.11 .1 ..—�� "iii om GUST i rt— • n!su:i IIII/_ ,. ♦® '- � � A , itl T 1 , * i J N o i[ nlpF� � �� 1rN CL I_ O .1 •01111r i0 m J R� fl¢BRT:) t� m 1k_- y. _., , - Cn tan ■ F oim Lu • ma ��a0�1:� ',wall'�1 _ /�� w 'G', - __._ -. --_- (ITP 11 r r; ,0x6 �I� - _' ,„..._ -- _- --- - I N2 e. --- _ _ _._--- __._ __.__ t`i CL f lit 771.---, i - 111111111111-Ei' , 1© ( I �'�I FAM � / ,a,z;� © r, 1 :.. .. ,v I A."111%1, `I Iran• II 1W RESOu , sir KROO <•. WO I 1 LLLRRR��JJ7!! •" 14 • m a,z' 17 ■ / .1 1 '11'-'1' 1 � / cti in ,.-17-.41 I% I r m !' Ii" I � � i_ �� ,`/ ( i EMZ2 HEIGHT SPACE I (TYPO Ia1 i" 'A�" \�is _ 1 I 1 �L18RAJiF f 'S TRIBLM NI TIM SPC I.. .-...a`_�_. • © �� I. 1, i 1' a ,ol,o , I DISTIOBIITIONINTHISSPACE 1 ® Iii III11.01' F-f% 1_l l'1. m ) 1 1_.,� I d 1 I �E_sNs I11 --1-27-11j...„. ■ �0 ( _ I • u�iQ)/ rr O .- 7-C 1&160P,F i..i I°°r I r I I IXy''�= i ._..-.1 iii r:i ,�, �a, ) C ;° .>,�s:m H— 100 •P. I i'U 1 it = I [SYd e�' • 1- t m I .�-11 ' 't .10 NSTRRUUMALL DRAWINGS.OF SERNCE ANDD SHALL EN ! 2T , ►1 --„..-- —,—,,,..-- .—,, ! .t J [-s RICHMDS CONSULTING REMAIN THE EENpNEER5RTY OF�AN0 ARE q 1011' nn \ e _” 0�0 I _ _. { �J`tl� NDN SUITABLE FOR REUSE OR INTENDED g 1 H:,. 1>•-... ! IP / 1 -' J° r--s _..,F: .. -_- _ I, i C -. 'a+w+-- _.. -. _ • 1'I t FOR ANY OTHER PROJECT. • 1� C 1 1 1.�.t IBJ SIE KAY zt.zDte /. :I, Q J 1 .� 168C6 El ,....-"I .,�- '1�1 ',j' I ----TIT-- -tom MARK DATE DESCRrIgx N S I iiia°RRI I, I ,� _1�0 NPO. I it 0 -` Itir 'i • Al-18� AFP,16. �. m $ �� {1 �� - u' > I ftTiSl:) -. _ ,_ ate.=.` --=^.n`` ' I i :1 t !. �1 I ✓�a �1 f 7 PROJECT NO.: 16026.17 h --.. `t�=O�..a, l-,,?.i p HALL ,1 200 0 D m —' EMI L. - _ 1 ,PP . Za GD DWGfIE: SOW og a I CIDBI I I m m m m m I (TYPO) I to I 'J DRAWN BY: DMA ( t _____1 I �.i .- 31 CHECKED BY: YDK € SNffT1T11E FIRST FLOOR • d BRACING PLAN SECTOR A-HVAC O ®�/ 5i C!) ED L) I 05•) 'm M 2.10-6O FIIIR8Fr i'DOR PLAN SECTORA=MECHANICAL 0 • • _ PIPE/DUCT BRACING LEGEND • JO TRW9YERSEBMCE o a PEPPENWCUWxTO �....._....___.- d a 'gil • ® �—.® J • LaNGrtuoxu .1 \ a BPACE PAReALELTO fp PMEORDUC Q • /"\ C2-)) � r3-; '� /''� ❑GSM CABLE WT OR P1000 UNISIRUT1. C O I' „ 1 .�♦� ( ' ,, \2� `ry , A \� ❑GBI2 CABLE KR OR PtWO UNRiTRUT J • `✓/ Y/jJI J \�'t• Q GUS CABLE RR OR pio00 UNISTRUT ' '� FOR FURTHER INFORMATION ON CABLE KITS AND PrW w- ATTACHMENT TO STRUCTURE.REFER DETAIL SHEET(S) TRAPEZE SUPPORTS REQUIRE SEISMIC BRACING WHERE 11111 • THE TOTAL WEIGHT OF THE CONDUITS BEING SUPPORTED F IS MORE THAN IOLB/FT REGARDLESS OF CONDUIT SIZES. IF FIELD CONDITIONS OCCUR WHERE BRACING IS REQUIRED BUT NOT SHOWN ON PLAN,CONTACT SEISMIC BRACING ENGINEER FOR DIRECTION. ® I® o • (TYP6I.. Or 0/ DOOR CABLE KIT COUNT: L' $`J '_'.. � ... UNDERCUT C IPROo 150 _1 _ _ _ �� _..p._ 2BCFM (2 cables in each kit) //`///s9''' "^• � HA ry. ".�At C IT. C 1Do 1D' In C.104 IIID • YP2) _ i g I / .. II® O.GS10-15E4-R4=8 ll - o 22'. - ®i�ilv�I��/ D 1.GS12-1555-R5=0 STAFF TI TABo E _ n n aTrent w'a B.� 2.GS19-1556-R6=0 • 1-Sr---6' s 1O-fail /"I ad *x I I �� ,r 4 /© • r •-.0` iv ti. • 2zo .7'1' s • . �k %..jjf j fl I 's CAFETERI a�~ MP 1 )I A '` I 1 /' Li \�1 - ® ® fti I„I` ® I , I �`\. ��/40:0as)i ! ! e ,' m Z • I �oFsr► a G �0 ■,rolmcil • _ o I I ' I� I I m 7 DISH c-. u,�srr:� +'_ T.ra121 toa' 0 Cn F, ILS I1 LJIiii1 I ..ImF• Lff •`E 17AITVP61 m 6. I.• L �Q11D�. C1�' `. 'I I I •• .. O CV • d Imo- - I off+ CO co co a, t / r GIRLS T 0 Q' 0 • -..- TU 3-105 ___ Cil .Ir . ,aa I 18:1 Q Z J L_9 . I i il6xto i— CD • / 1 a V 1 iie }, up To i TT 3 500 — I DRY STOR / BOYS T . Cr - ,� RTU-3 STAGE 16410 N-1 ... 0 LL.I ~ • 1.91-Iii / c�ta \IL nom! / nP6 _ - On C112 -----I-7_.,�L HALL �MP1 I„ V1. o _ ®5 -- M m V • C_115 r- L7 7) �■ w U • 500 l� . II 16'0 181101+2 N _..� .... ...._. ,,.. _ Ct iU Z r2 FTP 8) j .1 ® IGNIITlE!lI% . W • , rip Milk G5 ttPA I w J I o Ci_ 0) I 3 Z • ` I C920 1Y0 0 • �- I. Lli fix: 6x6141 ,(Q �l{(I f[•ffl. P 6x6-- I ACU 702P�q y LLQ - • 'xP -.1 I 1TI S�BR I 100 I iREC. ;: x1,81 ..t. C-2 - LC913 • • 1I' -. _ _ _ _ _-. _. -_ r _ 175 CI ■1 375 -.��Kra Ili '., # C2 Ct C2 I J w • 1TYP 4) �TYP2) I15 11 __--@l C..) �4k L 1 ..-........,...-. .._...--.....e. . .�,..r....�..�.� J toe' 12x,2 r�� 2 • I cu1200 • ,/ I I,. r AL DRAWINGS,PLANS AND DETAILS ARE • INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERLY OF CALDER RICHARDS CONSULTING ENGINEERS AND ARE NOT SUITABLE FOR REUSE OR INTENDED • R FDR ANY OTHER PROJECT. rc ISSUE: MAT 21,2018 S _NARK DATE DESCRIPTION • \ • I 1 1.4j (225, `4 • 1 I PROJECT NO.: 18026.17 CAD DWG FILE soca ch., • I. DRAWI CHECK BY DUN r9 CHECKED BY: roK • E SHEETTTRE • a O FIRST FLOORO PLAN SECTOR C-MECHANICAL FIRST FLOOR IB r BRACING PLAN o' SECTOR C-HVAC • • e M2.12-B E • • • � PIPE/DUCT BRACING LEGEND l1 • $ E A u ..�j TRauvERse SPACE Au o -I PERPf�NODUIM TO $ G • I J X252$Z B�EONCiITUDINAL � ` S ARALtELTO \ 555 ." RPE OR OULT Q • ❑0510 CABLE KIT OR P1000 UNISTRUT 11.1 Ol 00012 CABLE KR OR P1000 UNISTRUT • ��_____._. _ -r _, _: .. .,619(.AtlIEK R V gE (_ ) '-="� J! _i ' I1 �1 -= GUS CABLE KIT OR P1000 UNISTRUT RA, \� 1�111RT■T■„1"'I',+ FOR FURTHER INFORMATION ON CABLE KITS AND W • �! _�y © ATTACHMENT TO STRUCTURE,REFER DETAIL SHEET(S) (Typo 1 .1 \ / 1�� IQ �\ /-.t i, "IP 4) TRAPEZE SUPPORTS REQUIRE SEISMIC BRACING WHERETB •• • IS MORE THAN 10 BAT REGARDLESS OF CONDUIT SIZES. I- 10'9I '10'9 I' TOTAL SUPPORTEDWEIGHTOF v C. ._ Im 1 IIS,, ..� IF FIELD CONDITIONS OCCUR WHERE BRACING IS �® QTS REQUIRED BUT NOT SHOWN ON PLAN,CONTACT SEISMIC , ' - -' i BRACING ENGINEER FOR DIRECTION. • 10" 1 �I J \�Al 17 r c yIii y T CABLE KIT COUNT: • Zak //gyp (2 cables in each kit) b -:1 .J 2a1 LI Q_19 /l,_ \"�° �� O.GS10-15E4-R4=4 j//'^ U� ulss:► ®I�� 11 I u� 1.GS12-1555-R5=0 l,N��1,�_ t N. I ±''i I 2.GS19-15S6-R6=0 • iti ,... -,11 i � STAIR 10'. 10'I a — - _ Ell r , 1 // ' .Qa�- ,, Ili. i 1 • I o C I ._1. /ACE 1cgR '.1 I I_I CLAS` O Will 1 10'.L 'U I 1 1 12 12'. 2 (A232 E 4 - ►I .--w 1— 1 . II �99.A A / OlFealI►4I1_ I IP �� { ( ►� _ u ,, UP `, l C� CO I 11 r ,2 36x20 ' law RTU5 ,-� 10� .1�°a 1 I m �.� • ,� 111 1 it; `_R�II IIM : — ( - WEli?) O I T 111 i1� �� l 11�IW sin _ ��__ T '-- `) — D} ,2x12 _ • 711 Cf) CO • Im I lij `11 ENI► /� Tco I - If i' 4 t, cLAss49 -CB 7�1�rrn�111.,t1.in� %1:,: ew 111 Z ' ` / :� a .. A231:. ' Q 1 _� 1/x12ON,14x14 �. K • �� ,w % ‘ _ / T ` 09 5 4024, ��I ( Nei t 11 I Ell"T° t I m ,1 Z V • 2054800 E- W { �'. ip' —t'li111111.1! �.I. �1 a fiR3'n� //,, ,� .,......,_.....,...,,._,,,i_.. ups �' ®� w m o Il4 L . SEE FIRST BOOR t 1 77111W12';'). Ei7cp SECTOR A SHEET M2.10 24x10 Fit -+..,,,„F :44,.......,121' s 3TNIMI P L()• FOR DUCTWORK I 1 _ P2, 1 1LU ::]=_ ' L sCLT •� I1 I IIS` .. / I 0179 1 • I, I-. 11 . rll IL.�- ! / -.,�`` i u'oO 1Z',O t2'.O _in@ /r - .. •1 w • I - LIBRARY r-. _. _t- ...% __...� 1A1211 1 i9� �� / % it I 12.9 II. - 'm."--. I • - 11 i� �� II I fII II 1-, —I t /11 � 1 -1 ' I µJ' ISI • 1 ` 1 a F-•��TF� -.--.T_ u0r 9� :a. ,, .., ALL NREMAINENTS THE PROPERTYPEOFNS AND �AICALOERLS R �¢ -✓ _ /• �y �p .1.... ._. �t -.ra j -L � .. ...... ..... .... ..----1 u I RICU6UD5 CONSULTING ENGINEERS AND ARE F, - k__ i1 [`'"' \IJ, NOT SUITABLE FOR REUSE OR WENDED (N� �1 / : \ o © i T FOR ANY OTHER PROJECT. • ^' ! ' I 1 0 17ffi DL.1 0 'I o I f d ISSUE: DA 21.2010 'cw I "\ MP 21 (TV B) i U s ' , I t , I ■4RK DATE DESCRIFMCN i `ui # .. 2 .. II • g �) -----0000-- --- -� -{ — �`-- _ # -w? • w TI 'I7_r PROJECT NO, 18026.17 Y "' t �"(✓ -- —� I" ; CADMGFLE: S000.a.y /. 'S �. _ _. DRAWNBY: ma • � n ,'T( �lij'k.-,"'� , _._. "4�.-.. CHECKED 8Y: TOE • 1 SHEETTITLE I SECOND FLOOR • 1 BRACING PLAN b SECTORA-HVAC • 6 8 } 8.6 • g,l `t `0 5} (fit 1, 7g M2.20-B • 8 O SECOND FLOOR PIAN SECTOR A-MECHANICAL g� 118".1,0" • g • PIPE/DUCT BRACING LEGEND U U (-8.1: (1 �o) s 1i1 6-2) 6,--4)Y ® -C �� o TRANPE OR SVERSE kik r.) u UCT • ( II I�°I +° lk, - lW1GRUBNAI r� O • 1E 00.BUGi TO tt m ® I ❑G810 CABLE NIT OR PtIM10 UxSTRUT m c • Mt:, a.s--: ©G3Y5 CABLE KIT OR Moo UNISTRUT � \ --... — -- — - �, �. tilli4711- _ ©0512 CABLE MICR PLOW UNISTRUT • J. } FOR FURTHER INFORMATION ON CABLE KITS AND w !. ry LST.BOY 1311IX -��I ( ATTACHMENT TO STRUCTURE.REFER DETAIL SHEET(S) `17•-�—. gy UP TO EF-708 'I TRAPEZE SUPPORTS REQUIRE SEISMIC BRACING WHERE .�— �. F f r ►� U THE TOTAL WEIGHT Of THE CONDUITS BEING SUPPORTED F —/ CL- ROOM IS MORE THAN ISLBIFT REGARDLESS OF CONDUIT SIZES. ?95'x IF FIELD CONDITIONS OCCUR WHERE BRACING IS _ REQUIRED BUT NOT SHOWN ON PLAN,CONTACT SEISMIC I IT II 1j 10'S BRACING ENGINEER FOR DIRECTION. • • t - 0 \��lir . 1 I '1341122 SO ON : 52`;'.6.1.]:;27..i11111 " ® ut.... 1 100 tI 0 I a 3428 RA ON 1 _ I 131200 ►' m CABLE KIT COUNT: j )GP4) (2 cables in each kit) ❑ � I� ! .®rll—xin� ( I 0.GS10-05E4R4=4 l''',,,,,,s6,-,,,,,,,..:j 4` wTD wTo �� m 9.GS12-1555-RS=18 ,�.,; t RTiI-e RTtt80 , ' _ 3t11.14j�.�lE IN► m �I Z.GS19-15S6-R6=0 2Pocf; ID OD � 1 1_hAi 3424 ■ -T D m I ) • 4 ♦ �1�Fiu; ' i� I � I. -1 1De t0'e ►.1 ►.1 1o,17e €__ '_u m �. 82,81 �I cry.) u /so I �i„ems/„ITOTlP64 q�1!{' g nl CLAS M gyp 2) PND ; I I (104203> ®# 1--1 �.�.�� ine • Z ILII I 1 J ./ I BzaD',.1 NWEIMmonmemouni SII ��� tv-. In111; Ll/ P I H • m 14x14 c� I Q H� jii • T m4d 400,•••••••••••:_ / P=TSO ___.,9C/) G, plain■I; 1 -, �y q �K� WA KA � �ITia T� iff Il o IMI_ LEI EEO / O O Y 18W IHI�� 76 I— • y —. - m � .. _ _ ►1 r■• K, O I— .1 —\ I•F '.I /— ./ M. — 4111BonR =�1 '1 '1 '1 ;, CO Cn cn4x,2I Ci.ASSR !d ! ii s C SRO[)MNI. --- mP2) .r� $,� `I,. 1u... ! iDE11.111]''' ( r1� OB21+ I.`•'j 291IGF I ELEC �� q110'0 \�I =� '' �./• ,�SO. •lIET �•I ff ©'�.' t0'. 10'0ID ,i I�ezBT B2B8 Bz1.- S2 (15430"111 �IIIII—II .e!.�.,/pp ®\��. \ �.� Ci- I- Z ►� �\ /� ►/ ©co e► 0 -� (1 430 N ioxe CLAssRQo�1 I 10e n 14 m C7 iErtf1 -. 1420 1D _ B 0 8 (Jt'P21 0 ,Iii� EX � I. m W 1- ' �ift3Ei I MIMI© li CO 0” 0'E 11101110111111 M Q MO iIT '` In I 1 1 10'0FM M. ii nrel 1 �/ \ usEzoN .,...SA ON _ • f� 6, j �x ,16.11:11i1.11111110113101" I ■ __— LLL__� a_ '., 8 &AE%UPb ��AthardIEMIEll II a°'41®fl ��'■' I,El �' .� m X11 Z C�l) v..y' re 4 g M �a�'SaTa m ♦ . ®IBOM�l� Ali q M% F— W co1 NumWM 73 MB / /0•e- 1�0 �/ ' S �'�43Tr3� 4 _ ., m J Cr) cp (TVP 4) — r' ( .I{` ENO�= :Lasts......Roo.!..., (TYP 41 LFi lCal I I �) Bi ,' ':Bzz3, ,Oe IT I I i W W a I ►1 1.1.7.11.—`1De-1 .%, I 1D 1To • • 9 I 1.1 ® t j ..;1 •I��� s1 �I �1 III 6 E ® ,12 p, L� V o%xm'410 .,.�� 1 • :� KM ►el�ilm' Iwo-�u�-=i �1 I.i1 : I J Q r XI 24 is��. ' 1 GAR ® 17 G1 m ) mPS) 51 41+753!1) rI 4tTE'IHR1 P2 y.` I ►l �V II/til, ■r �— 11 f' fi - 4 I% I ALL DRAWINGS.PLANS AND DETAILS ARE CLASS' Ohl 1 EU II E 1 CL GROOM INSTRUMENTS OF SERVICE AND SHALL 1 ( 4323 _ /J I,; I 229 1 REMAIN THE PROPERTY OF CALDER ®® RICHARDS CONSULTING ENGINEERS AND ARE • Sl i4',- L� 10• - NOT SUITABLE FOR REUSE OR INTENDED FOR ANY OTHER PROJECT. 2 ►� �1 i ' /— ►1 ISSUE: Mar Cl.2010 c ,P.. 1 m in WEE DATE DESCRFTICN IP _I.(NIl0 ‘iGtiE� il 4. .. 1D-.%\�p0�1 ® ® /110•'-% %- ►/ I I flL IjQ ...r , .,. PROJECT NO.: 1802617 CAD DWG FIE: sow e.,111111 _ � p8 DRAWN BV: DMA Ft 385 C-1CJECKR BY; YDS 9 (VP 4) (TYP 4) I m§ I 1111 •g 1 I ; SHEETTRLE i SECOND FLOOR • a BRACING PLAN SECTOR B-HVAC • m 7 814 8.6i �� ll 105' 1� '12' i13) (/'�%72 k t4' M2.21-B • 7 �/SECOND FLOOR PLAN SECTOR B B.MECHANICAL �"� • ! 171 0 • f • Component Dimensions a Gripple®Seismic Fastener Standard Bracket • iif C F • re--) II, T-------simmielllii 0) ODA ®GiP/PPL E �J, _, VJ • 1 .•.,1 a '—y II O WW� B ►1 0 Code will 5 \_( vary according o to hole size 4-B— C • • Dimensions Cable Standard Dimensions Brace Size • A I B I C Construction Bracket Size A I B I C o I D 0 1 E • GS1 0 5/64" cable 1 9/64" 2 1516" 53/64" 7x7 GSS4 25 32" 1 9/16" 1 9/16" 7/16" 5/32u • GS121/8" cable 1 964" 3 1/4u 3564" 7x7 GSS5 13/16k 1 9/16" 1 2132. 9/16" 5/32n IF GS19 3/16" cable 1 11/32. 3 3/4" 9/16" 7x19 GSSG 13/16" 1 9/16" 1 21/32h1 11/16. 5/32" • GS25 1/4" cable 1 23/32" 4 23/32" 11/1611 7x19 GSS8 1 1 31/32" 1 31/32" 13/16" 532" • GSS10 1 116" 1 3132" 1 31321 1 564" 532" a a • Eyelet End Fitting Retrofit Bracket 0 C \< 450 / \ PI '-'t �c /0„„,„Th M A QD / Irai n ler ., e "ov411 um. / Code will = ‹."18" tr--- vary according L g a • to hole size I 410 H F • Retrofit Dimensions • Bracket Size A I B ( C D 1 E I F G • Dimensions Eyelet Size 45 " 9 " 31 " 7/16" 17 " 45/64" 1/4. GSR4 3 �64 2 �16 1 �32 �16 1 �64 �64 �4 • A I B I C 0 I D I E GSR5 3 3/4" 2 416411 1 313211 1 19/64" 45/64" 1/4" • GSE4 1" 1 29/32" 5364" 716" 1/81, GSR6 3 3/4" 2 4164" 1 3132u 1116n 1 19641I 4564u 1/411 • GSR8 4 9/64" 3 116" 2 1/4" 13/16" 1 3/8" 55/84" 1/4" a GSR10 9 716" 1 31/32" 3 5/16" 1 116" 1 17/32" 29/32u 1/411 i 10 11 • 0 • 18 • • • • Kit CocesTime Savings • Gripple Seismic provides the fastest cable braces on the market, saving contractors time and money • Gripple Rod/ Gripple Rod/ Seismic Structural Product Seismic Structural Product due to the of installationtraditional rigid bin hand bolted/crimped cable methods. This • Seismic Length Seismic Length speed nover g bracing orp Kit Size Bracket Attachment Code Kit Size Bracket Attachment Code Size Size allows the contractor to complete their installation and move onto the next job quicker, ensuring that they • GS10-10E4-S4-2P 3/e" GS12-10E4-S4-2P stay steps ahead of the competition. • Standard ' " GS10-10S5-S5-2P Standard '/2" GS12-10S5-S5-2P 10ft 3//2e" GS10-10E4-R4-2P s/s" GS12-1056-S6-2P • RetrofitGS10-1055-R5-2P 1Oft 3/e" GS12-10E4-R4-2P • GS1 0 Standard 3/3, GS10-15E4-S4-2P Retrofit '/2" GS12-10S5-R5-2P 15ft GS10-1555-S5-2P 5/' GS12-10S6-R6-2P • LRFD` Retrofit I %" GS10-15E4-R4-2F' GS12 I 3/a" GS12-15E4-S4-2P 350 lbs '/2" GS10-15S5-R5-2P Standard 'A' GS12-15S5-S5-2P • Standard GS10-20E4-S4-2P v." GS12-15S6-S6-2P y2° GS10-2055-S5-2P LRFD" 15ft /e° GS12-15E4-R4-2P • 20ft1,050 lbs Retrofit GS10-20E4-R4-2P Retrofit al /2" GS12-15S5-R5-2P Y2" GS10-2055-R5-2P 5/a" GS12-15S6-R6-2P • 4 GS12-20E4-S4-2P — 3/a" GS19-1054-S4-2P Standard /2" GS12-20S5-S5-2P • Standard /2 GS19 10S5 S5 2P /a, /s" GS19-1056-86-2P 20ft GS12-20E4 S6 2P GS12-20E4-R4-2P • 10ft 3 ' GS19-1058-S8-2P Retrofit 2" GS12-20S5-R5-2P • /s" GS19-10S4-R4-2P /a" GS12-20S6-S6-2P Retrofit '/2 GS19-10S5-R5-2P /e" GS19 10S6 R6 2P 3/4" GS25-10DS6-DS6-2P • GS19-10S8-R8-2P Standard 3/a" GS25-10DS8-DS8-2P • 3/e" GS19-15S4-S4-2P 10ft 1" GS25-10DS10-DS10-2P GS19-15S5-S5-2P 5/e" GS25-10DS6-DR6-2P • Standard Retrofit 1" GS25-10DS8-DR8-2P 3/4" GS19-1556-S6-2P GS19-15S8-S8-2P 1" GS25-10DS10-DR10-2P • 15ft 3/e" GS19-15S4-R4-2P GS25 GS25-15DS6-DS6-2P Y2" GS19 15S5 R5 2P Standard 3/a" GS25-15DS8-DS8-2P • Retrofit /a" GS19 15S6 R6 2P 15ft 1" GS25-15DS10-DS10-2P q„ LRFD* s/a" GS25-15DS6-DR6-2P • GS19-1558-R8-2P GS19-2054-S4-2P 3,850 lbs Retrofit 3/a" GS25 15DS8 DR8 2P 3/e" 1" GS25-15DS10-DR10-2P • Standard GS19-20S5-S5-2P s/a" GS25-20DS6-DS6-2P GS19-2056-S6-2P Standard 3/a" GS25-20DS8-DS8-2P • 3/" GS19-20S8-S8-2P 1" GS25 20DS10 DS10 2P 20ft /e" GS19-20S4-R4-2P 20ft /a" GS25-20DS6-DR6-2P • '/2 Retrofit GS19-20S5-R5-2P Retrofit 3/a" GS25-20DS8-DR8-2P • /a" GS19-2056-R6-2P 1" GS25-20DS10-DR10-2P 3/4" GS19-20S8-R8-2P • *Load and Resistance Factor Design • Example Code: • • t:-"t G S 1 2 - 1 0 E --' - • R� • • ■ ■ • Cable Size Cable Length End Fitting End F ' Style of Loose Bracket • GS10=5/64" 10 ft E=45°Eyelet 4=3/8 S=Standard Bracket 4=3/8" GS12=1/8" 15 ft S=Standard Single Bracket 5=1/2" R=Retrofit Bracket 5=1/2" • GS19=3/16" 20 ft DS=Standard Double Bracket 6=5/8" DS=Double Standard Bracket 6=5/8" GS25=1/4" 8=3/4" DR=Double Retrofit Bracket 8=3/4" • 10=1" (Double brackets for GS25 only) 10=1" • Gripple®Seismic Technical Installation manual should be consulted when designing or installing Gripple Seismic bracing kits. kin 13 • • 1