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<br /> _ FP1 M-B : STRUCTURAL NOTES m
<br /> 1 FP1 M-Q 2 � ,
<br /> : .: TEXT FOR IPC-201 5, SEISMIG CAT��OI�IE� D, � � F ,� � .
<br /> � � " 1 �� 1 " 1 �� P�RIODIC �PEGIAL INSP�GTION IS R�QUII��D DURING Tt1� ANGHORAGE OF �TOfZAGE Q
<br /> � f�ACKS 8 FEET (96'') OR GREA7ER IN h-1EIGMT AS�IGNED TO SEISMIC DE51GN
<br /> � - —� C�TEGOP.IES D, � ANC7 F (IBC-20 I 5, SECTIDN I 705. I �,7). P�R.IOdIC SPECIAL • -
<br /> „ �'r INSPECI"ION SNALL GUN�15T OF A RAND�M GHECK O� NOT L�SS TI'1AN 20°Io OF ALL
<br /> - , .
<br /> 2 5�16 ,, ANGM0�5. ANGNQRS 511ALL, B� V�RIFIED F�R TI1� FOLL.OWIN�; �
<br /> 2
<br /> - MANUFACTUREf�, TYP� AND [?1AMETER MUST 6� A5 PER f�EQUIRED IN PAI�P,GI�API1 O `
<br /> �i,5. I QF Th� CAI�CULATIONS AND SI�OWN ON TM� STAMP�D DRAWINGS ,�, .
<br /> . (MANU�ACTU�Ef�/ANChOR TYPE / DIAM�TER/ NOMINAL EMBEDM�NT), NO L
<br /> 7
<br /> » r ` '`
<br /> 9�5�8'� TYP. » �U�STI7UTIC?fJ FOR OTI-1ER ANCN0�,5 I� ALLOWED WITMOUT EXPRES� WRITTEN �
<br /> '� GONS�NI" BY Tt1�5� OFFIC�S. � ,
<br /> DOUBLER 7 ' b5�8 TYP. - ANGMOR IN�TALLATION TO �E WITMIN 5°l� QF VERTIGAL �
<br /> - tiQLES MUST BE PRC)PERLY DRILLED, CLEANED AND ANC�10R EMBEDMENT �
<br /> �+ + �� � VERIFIED PER APPROPRIATE ANChOF� ��R ��^ '
<br /> 1 TYP. -}- T ' UED TO F'�R THE MINIMUM I�EQUIR�MENTS OF v,
<br /> -�+)- „ -ANCMORS MUST BE ORQ
<br /> T 1 TYF'. APPRC�PRI�TE ESf2, W ^ ,
<br /> 1 �� TYP. TNE NLJMB�IZ OF ANCMOI�� i'�R BASEPLAT� IS TC) BE V�RIFI�D A5 15 SNOWN IN I'
<br /> � Q '
<br /> . 1 �� 1"YP. PARAGf�APt1 2.3 OF TF1� CALCIJLATIUN ANd SHOWN ON ThE STAMPED DRAWINGS, ;,;
<br /> 6!� 6» - MINIMUM DISTANCE FROM TI1E GENTERLINE OF ANCf10R5 TO A SLAB �DGE, POUR '
<br /> STOP OR CUT LINE MUST E3E 6", OR A5 REQUIRED PER ThE APPRC7f RIATE ESR. . �
<br /> w
<br /> 2" ANCNOR 2 PER FOOTPLATE • 1 /2" ANCHOR (2} PER F�OOTPLATE °�
<br /> � 1 / ( }
<br /> AN OVERALL INSP�CTIQN COOI�DINATOR �hALL KEEP REGORDS OF ALL INSPECTIONS �
<br /> AND TESTS AND SNALL FURN15f-1 SUC�1 REPUI�T TO TN� CODE OFF(CIAL AND TO ThE '
<br /> D�51GN PI�QFE�510N OF R�CC?RD. ALL DISCREPANCIES SNALL. E'�E BROUGHT TO Tf1E Engineer of Record
<br /> IMM�DIATE ATTENTION OF Ti1E CONTRACT FOI�. COF:f��CTION. IF Tf1E DISCREPANGIES AliAboihassani, P.E.
<br /> ANp NUT CORRECTED, TNE D15CR�PANCIE� 5h1ALL B� BF:OUGhT TO Th1,E ATTENTIQN OF Structurai Concepts Eng. Inc
<br /> TN� CODE UFFICIAL AND 1"f1� C7ESIGN PROF�S51C?NAL C?F RECORD. fNTERIM f�EPOI�.TS 23142Arroyo Vi�ta � ;
<br /> Rancho Santa Margarita, CA 92688 j
<br /> i1Al.L BE SUBMITTED TQ Ti1E CODE OFFIGIAL AND TNE DESIGN PROFE5510NAL OF I •
<br /> _ ,
<br /> R�CORD MONTHLY, UNLESS MQRE REQUEST SUBMIS510N ARE REQUIRED BY Tf1� CODE ` '
<br /> � OFFICIAL, ,����.��,� ,
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<br /> �' A�lG 18 ,2011 '
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<br /> 7HIS DOCUMENT CONTAINS PROPRIEfARY MATERIAL AND/
<br /> , OR INFQRMATION WHIGH IS OWNED BY ADVANCE STORAGE ,
<br /> PRODUCTS, AND WHICH IS GIVEN IN CONFID6NCE. THE
<br /> - PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY I
<br /> THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN
<br /> ANY WAY INCLUDING MANUFACT4RING, OR TO DIVULGE ^
<br /> TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN
<br /> ANCHOR BOLT INSTALLATION INSTRUCTIONS
<br /> WITHOUT EXPRESS WRITfEN PERMISSION fROM ADVANCE.
<br /> ANCHC�R BO
<br /> LT INSTALLATION NOTES SHIM INSTALLATION NOTES
<br /> � ;.
<br /> ,, ,
<br /> - ITN BOTt1 ANSI MM I 6, I
<br /> - ER A5 ThAT ShOWN ON TI1E DRAWINGS. I , GENERAL 51-11M STACK 11EIGi1T5 MUST COMPLY W � ,
<br /> I . E�K - ALL ANCI�ORS MUSf MAV E T NE S A M� �SR NUMB ��'
<br /> . �.�+4:R�!#{�
<br /> DO NOT SUBSTITUTE ANY QTNER ANCMOR; NOR USE ANCHORS WITt10UT AN ��R: NUMBER. SPECIFICATIONS 7. I .�} AND ASCE-7 PROV1510N�. __�,�� �f,�s,:
<br /> . E QICUL,AR TO T�1E C�NCRET� SUR�AGE WIThIN +/- 5 2. NUMBER QF Sf11M5 - GENEI�AL RULE IS TO RESTRIGT TN� NUM6ER O� SHIM� �
<br /> � `:
<br /> ANGHOR� 5h1ALL BE INSTALL�D P��,P N �,��' `,t�,, 90° �- 5°
<br /> D��REE�, (ICG-AG I 93 4. I ,�) TO (3) PER BA�E. PLA7E, IF �hIMMiNG EXC��DS I/2", ADVIS� Th1E ADVANC� � �
<br /> . + <_ �. `
<br /> - D LL MOTOR, I� PROJ�GT MANAG�f� AS Th1E ANCNQRS Tf1AT AR� i'(�OVID�D WILL MOaT LIK�LY
<br /> � ,
<br /> E P EPAf�ATl0�1 - WE SUGG�ST Th� INSTAL,L�R US� A ��L�-VA�UUMING RI �" ` '��
<br /> �
<br /> 2. hOL I�
<br /> ITf1 A BLOW�R. BULB OR S'r10P VACUU�A. NQT aE LQNG �NOUG11 (I.�. N�W ANGH01�5 MU�T BE ORDEf�ED) AND ThE �' �
<br /> NOT, MAK.� SURE TO CLEAN THE Df�ILLED t10LE OUT W � f���� ����' �
<br /> h MS INSU�FI�IENT TO COMPLET� Tf1E JC�B. SUGh A � _ ' "� , �.���:: . "� ........ '
<br /> � CCEPTABLE TO CUT OFF f�ACK ANCt10R5 FOR QUANTITY OF � I � ' � . ,
<br /> T�( DOWN AfJCHOR� IT IS NU LONGER A ��
<br /> 3; GU ING 4 , . �
<br /> - Y P ORLY EXEGUTED , ..< < . , ., ,:< � . .
<br /> � GTri CQNDITION WOIJLD B� INDIGATIVE OF E1T11ER A VER O � � ' '�° ' � � ° "� � ' a ° 4 . �• , � ,
<br /> . A PED WITM A SYMBOL IDENTIFYING TIIEIR L I�l �� ' 'd °'� A � � � . ��tl `'� ' �
<br /> ANY R�A50N. ALL ANCHORS AR� NOW ST M � � °° . �' °�' " � �°Q �
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<br /> � ��oo� a�� o� . � � . ,
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<br /> C CKIN� O 5'L � � �
<br /> ARK IS R�MOVED. IF AN OBSTRUCTION IS FLOOR, �X15TING FLOC�R WITt1 S�VEf�� I�A > .. a . ' � � � , � �� . � . Q
<br /> FUR INSPECTIQN PURP05��. IF CUT Tt11� M � � � • , . ,
<br /> . 4: : . a'' . .• • G' ., : � . . c ' a' , ':a °, ° ' .4. • ,' �n �• , a' : .,a a' Q�. �
<br /> � Wh11Ch AR� CONDITIONS NOT FOR��EEN IN Tf1� Of�IGINAL �DESIGN AND ° � � �� ' ' � ° � � �' � � , , ' �
<br /> [7RI GING l"11E HOLE AND ADVISE T,HE ADVANCE PROJECT MANAGER. � ' ��4 � � � . , . , . , . .
<br /> TUP L . . � . . � '. ,
<br /> NTERED S . < a � �, : � , < , '�, � , - ae� ,
<br /> ENCOU ,
<br /> _ � .. . . . • , . . . . , a ,a , .. . . . a
<br /> � B TRUCTION TURNS OUT TO PROJ�CT CUSTING. a� . � 9 � , d � � i
<br /> ADVANCE WILL, P�E50LVE TI-i� ISSUE WIT�-1 Tt1E OWNER, IF Tf1� O S �, ��'���'���� .� , � a ' ' ' � . . .
<br /> .. a ' , '.o ' , , '� 4 � _ , �,. a .. q a � •d d . ad� o � '.v • 4 � � �
<br /> F- D 3. MAXIMUM �HIMMING - UNDEf� NO�MAL CQNDITIONS, Th1E MAXIMUM .�NIM � � , , . . . �
<br /> H LE TO Tt1E PROPER D�PTFi USING A DOUBL_ i�?,TE ' °�° ' ° '. ° �4 ` �° ° �. . . �. . . ° . . ' �. °, . ` s ,
<br /> BE REBAR COMPLET� DRILI�ING TME Q ' . ,
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<br /> �„ �CAUS� ALL. BEAM� AfZE HCc� -���r�' � . , �' ,.. . ; . . , .. .4 , .. . ° . 4 . . , ..4
<br /> STRUGTION TURNS OUT TO BE A UTILITY LINE STAGK FiEIGNT SMOULQ E�E LESS 7HAN P �� . . �
<br /> E CQNCRET� CUTTING QRILL �IT, IF T11E O� " �'" � � �
<br /> ST� U » E IFTED UP OR . . :a , . . . . . ; . < . . • , . . • ;� . . . � J
<br /> IES ADJUSTABL� BY 2 . IN MOST GASES THE UPRIG11T5 CAN B Si1 �� � � � � � ' � � �
<br /> � WE WILL Tt1EN NEED TO D�VELOf A JOINTLY ACCEPTABLE SQLUTION WITN ALL PART I . NAMMER DRILL A NQI�E TNE SAME 2, GLEAN r-10LE. 3. DRIVE TNE ANCNOR FA� ENOUGh ,,..� �
<br /> RE TO BE FURNI�HED BY TNE fZACK INSTAL�TION DC�WN 2", ANCNOR NOTE:
<br /> INVOLV�D, REBAR CUTTlNG DRILLS A NOMINAL DIAMETER AS Tr-1E ANCFIOR INTO TNE HUL� SC� Tf 1AT AT LEAST
<br /> 4. EXAMPL� OF GCaOD 5t11MMiN� Pf�ACTICE - BELOW AR� EXAMPL�S CUF NOW TO � � �� �
<br /> CONTRAGTOR IF REQUIRED. � �
<br /> - "� T' F St11M FOR. DIFFERENl` ShIM PACK T111GKNE�5E5. BOLT, WITN OR WITNOUT TNE rIXTURE SIX TH�.�ADS AR� BELOW TNE TOP
<br /> A AW CUTS - WITI1 Th� EXGEPTION OF BULL NOSE ANCNORS, ADVI� ri
<br /> 4. ANCHORS T 5 r ,; „ IF FIELD CONDITIONS DQ NOT M�ET IN �LACE. SURFAC� O� TH� FIXTUR�. � � �
<br /> TNAN THE DIMENSION �tiOWN I�l a. NORMAL Sf11M PACKS (C) THROUGN �/2 ) -N0 EFF�CT ON ANC�10�S �""� � �
<br /> ADVANCE PROJ�GT MANAG�R O� ANY ANCHOR Tt1AT IS LE55 T�CHNICAL SPECIFICATION (SEE TA�LE)
<br /> ' F E �R LW� U5E ANY COMBINATION OF I/I 6" AND l/8" ShIMS A� NEEDED W .
<br /> I
<br /> T�1E ``MIN. EQG� DfSTANCE (IN.)" (IN Tt1E TABLE COLUMN), MEASURED FROM Tri_ C NT PLEASE CONTACT ADVANCE STO�AGE Q W
<br /> ,. � '„ „ R ANChOf�� MAY BE REQ'D I/�+" Mm, FOQTP�ATE HT.
<br /> ' :
<br /> . r= TIIROUGh1 I - LONGE � " U
<br /> I /2
<br /> F b. ThICK �hIM PACKS )
<br /> ETi10DS AR_ P0�51B__. ( �
<br /> OF ThE ANCMCO� TQ TNE EDGE OF 1'hE SAW CUT. TWO REM�DIATION M i - �'RODUCfS. �
<br /> RST MOVE fihE RACK OR SECOND, INCREASE Tf1E ANG110f2 EMBEDMENT BY T�i� D�PTi1 OF USE A /z" Sh11M ;FLUS ANY COMBINATION OF I/ I 6" Af�D I/�" 5t11N'15 A5 - .�o aNa sNIM PAc � Q m
<br /> FI " � �
<br /> - HT. VARIES � � �
<br /> � Tf1E SAW CUT, (EXAMPLE: 5- I/2" ANCt10R WILL NEED TO 6� INCREASED TO 6- I/2" RNCi10R NEEDED � � ,
<br /> « „ » c. �XTRAQ�,DINARY S�11M I'AGKS ( I " - 2") � LONG�R ANCHOR� WILL 6� �.EQ'D �UIDE FOR. DESIGN � fNSTALLATION OF
<br /> MIN IF Tt1E SAW CUT 15 I DEEP). ° fa 4 ° ° ° � �
<br /> E �D G E S - S UCN CASES ARE TYPICA!LY �OUND USE 3/4" TF11GK ST��I, 5t11M PLUS ANY COMBINATION ANCNC�RS, DEC. 2008 - SECTION 03 I 55 �
<br /> 5. AN C t 1 0 RJ A T �X I'A N 5 1 Q N J Q I N T S Q f�. �O N C R T� � Naminal a �
<br /> � pF I/ I �"; I/8", AND �/4" ShIMS A5 NEEDED 3:�2 E ANCNORS SNALL, BE INSTALLED ' � �
<br /> NEAR OOR DRAINS PITS, BUILDING FOOTERS, EXPANSI(�N JOINTj, CAST-1�1-r�OOR A�lGLE, Embedm�nt
<br /> FL , , , , „ _� „ „ ANY OMBINATION E � ° �, q :. .,,Q . ..< �,. . a, . 4 . , .. ..�a � ��° ,.� � ' :' , � (See Notes) 4 Min, �" ��
<br /> � ANAGER OF ANY ANCNOR OTriER TnAN A BU!! �lOSE BETWE�N I - I /� . US� (2) 3/4 TNICI� 5f11M5, AND C P�RPENDICULAR TO TN� CONGR T, 4 ' �
<br /> ETC. ADVISE Tf-1E ADVANC� PROJECT M � � a . � � n °� 4 , � . ,
<br /> �: F F l " OF I I �" ANI� I/8"' Sf11M5 A5 NEEDED FOf'� 1 - I/2;, _ 2;, ' �° � � � :a., ° � ,� . °Q " �.., � . Q "_ � 4 Gonc: 5�ab
<br /> ANCh1Ql� TNAT MEA5URE5 LESS Tf1AN TNE DIMEN5IC?N SNC�WN IN MI�l. EDG_ D15TA�lG_ ( N.) / ; SURFACE WIT.HIN +/- 5° TOLERANCE. Q. , � � � , . a. . a
<br /> e : . a' � . '. .Q ' ' Q, . . a � a. .:d a' • Q :. : ,Q, . . a o a d a a �4
<br /> . .
<br /> UMN AS M�A5I�RED �f�OM TNE GENTER LIN� OF THE A N C t 1 0 R T O T i-1F JOI�lT CO�lCRcTE d, �MIM PACKS AE30U� � - . � � ° � . . . . � �
<br /> COL � � � � � . . . . . , . .
<br /> � r TI-IES� ARE �ITUATIONS WIIERE A[�VANC� ENGINEERING MU5'T BE � �° � 4 � .° �' ° � ° A ' 4� � �°°� , ° °
<br /> Ep�E. DO NC�T ATl`EMPT TO INSTALL T�I� ANCNUR. A[�VAf�CE WILL LOOK AT SE t�r�F,L OPTIO�lS, . • � • • � � °. � � � � � � , , � • >"'
<br /> . . . . � . . . a
<br /> DRILLING O U T T F i E 3 A S� P�T E T O C C�N Sll I�T E C 7 A N D T Y P I C A L L Y T h E F f�A M E W O U L D B E L O W E f��D '� 4 � ' a" ° � � '�� � � ' �. ° . .
<br /> SUCh A5 MQVING THE RACK TO MEET SPECIFICATIONS, Of� , , ` . . '.4
<br /> . . . .d . 4 , . '6 .d Q a 4 . .� d °d c a O � .
<br /> ..." , • . a. . ' ' Q 4 : 4 d. . 'a , ' ' ' : < � . a 4 , ' �A' Q .0 • . d . �l , .
<br /> E3Y 2 INCR�M�NTS. � � . � : � ° �:: �4 ° . � . .
<br /> R�LCOCATE TME ANCHOR WITNIN SP�GIFICATIONS, � . �
<br /> , r , ,- . I I �„ � �,, AND �/a" T111CK AND GAN BE �.. �. , � .�< . . • . . � • . �.� �. : ,'a . . • , .� �
<br /> •,•d � � .
<br /> - - B5E VED TO HAVE SFVcRE C�2P.CN�lG, TNIS �. PLA�TIC SF�lMS -�PLASTIC SMIMS AR� / , /
<br /> 6, SEVERELY CRACKED SLABS IF Tt1� FLOOR IS O � �
<br /> ING PRA�TICE A80VE, NOTE. NO 4, TIGIIT�N TO THE RECpMM�NDED TORC�UE 5, VACUUM GONGRET� DUST �ROM 6. ANGHOR BOLT DETAIL 3 � � '
<br /> MUST BE BI�OUGh1T TO TME ADVANCE PROJECT MANAGER'S ATTENTION. A �EV�R� C�GK 15 USED IN ACCORDANCE WITH GOOD SNIMM �
<br /> - " ' A CO�IDITION PLASTIC SFifM TNICKNE�S GR�ATER�TNAN ��" IS ALLOW�D.) VALU� WITf1 A TORQUE WRENCN OP�, AROUND FOOT PLATE WITN A 'SNOP (TYPICAL) °�- �
<br /> ONE Wh1ERE INTERLOCK (S LOST BETW�EN ThE TWO FACES OF THE CRACK. �UCti '
<br /> WAS NO
<br /> T FORESEEN IN Tf1E ORIGINAL PROJECT DESIGN NOR COSTI�IG. �. Cf�055 A15L.E Sh11MMING - 5111MMING ON A FLODR SLOP�D IN 1'HE WI-1EN A TORQUE WR�NCN IS NOT VAC', �
<br /> ABL� DRILL Ti�E AI�ICi10� i10i�S Tf1E CRQSS-AISLE DIf��CTfQN MUST BE K�PT TQ LES� TNAN I . 7`fPICALLY TFiI� IS AVAILA�3LE, 2 QR 3 TURNS f ROM THE A D V A N C E
<br /> 7. DRILLING DEPTFIS - PER Tf-1E ATTACr-1ED DRAWING AND T ,
<br /> B DMENT DEPT11. ADVANCE DOES NOT REGOMI�nEND OV�R-DRILLING. NC7T AN 155UE IF TNE BEAMS ARE ADJUSTABLE ON I °° GENT�RS. FiN��R TiGNT Po�iTioN -ro ACr1I�vE TN�
<br /> NOMlNAL CALLED-OUT EM E STORAGE PRODUCTS
<br /> EEDED OMINAL EMBEl7MENT BECAUSE OBSTACI ES 5UGf1 7. DQWN AISL� SHIMMING -- NO OVEf�ALL DpWN=AISLE Fl�OOf� SLOPE 15 P�.OP�f� ANChOR S�"�TING,
<br /> � DO NOT DRILL MORE Th1AN ThE N N ` A Division ofJ.C.M. Industries, Inc.
<br /> F A MAY BE COMPf�OMISED, COOLING PIPE� MAY RUPTURE OR NtATER i INES ALLOWE[? OV
<br /> ER. T11E LENGTh OF A ROW OF RACK; TWO EXAMPLES AR� �IVEN.
<br /> AS T_N510N REB R
<br /> � - � DOWN-A SL:E �LQQR �L,OPE DUE TO FLOOR DCZAIN� IS AL:LOW�D AS /�n C h O r Q U� t I n s t a I I a t i o n R e q u i re m e n t s �.�"4'�2-9°°'
<br /> h PPENS T11E INSTALLER WILL BE r-1ELD ACCOU�lTA�L_ rOR AN( LOCAL l
<br /> MAY BE PUNCTURED. IF Tt115 A , H��t���«, ��h,CaCdomia 92649 (714)902-9000 F
<br /> � LC)N� AS THE FfzAMES AT Tt1E ENDS OF Tf1E ROW AI�E AT TH� SAME i1EIGNT MIN. MIN. SLAB CONCR.ETE MIN; EDG.E MIN. TURQUE
<br /> - OF TtiF REPAIRS OR DAMAGE, NOT ADVANGE, ANGMOR IYPE NOMINAL oRAwN er.� onrE•
<br /> P. APODAGA. 8/06/�7
<br /> OI�1 TriF SAM� BAS� (I.�. TNE ROW 15 LONG�f�TNAN Tf1E LOCAL VARIATION). IF TNE OVERALL
<br /> - E ER U5E AN EPDXY ANCt10R AND A WEDGE ANC110R Dia. Ler� th EM�EDMENT (IN,) ThICKNE55 (IN.) STRENGTf1 (P51) D15TANGE (IN,) SPAGING (IN:) (FT, L65.) cK r.� o,arE�
<br /> 8. E P O X Y A N C t 1 0 R 5 N V _
<br /> - FLOOR 15 �LOPED, OR I� A �QW OF II'P,ACK 15 SNU(�TER ThAN A LOCAL f1EIGNT 9 _ , .
<br /> PLATE. h11 LTl
<br /> - ORS ARE PRIMARI!Y USED VARIATION, ADVANCE PROJEGT MANAGEM�N T A N D A D V A N C E �N G I N�E R I N G APPRo o er,� o.arE� �
<br /> 9. BULLNOSE ANCHORS - WASHERS ARE NOT REQUIRED. TNESE ANCH �� �� �� �� " ° '
<br /> . FOF: 5F1�AR QNLY.
<br /> N�ED TO BE CONSULTED. TM15 CAN LEAD TO A 51TUATICaN Wf1ERE TNE RACK I/2 5- I/2 KWIK BOLT TZ 3-5/�3 6 2,500 PSI Z-3/8 2-3/�i 40 FT. LBS. F��E�
<br /> r ' A ACIN IcJ J' �V���LY '�.EDu��D, (EcJR I 9 I �� J:10�DER5\I A478;MEYMAT,�VERcTT101 DRAWWG9UOB D��VINGS
<br /> I Q, INSP�GTION - PEfZIODIC SPECIAL INSPECTION IS fZEQUIRED DURING T11E ANCf10�AG� Or IS L�ANING AND ITS AL�OWABL� C P sc�cE:Nr� _ '
<br /> STORAGE RACKS 8 F�ET (96") OR GREATER IN NEIGt1T ASSIGNED TO SE15MIC D�SIGI�1 oRnw�r�c NUMeER sHEEr REvrs�onr '
<br /> GATEGORIES D, E AND F. ThE OWNER IS RESPONSIBL� FOR INDEPENDENTLY HIRING AN P1447$ .3.0
<br /> OUT5IDE INSPECTION �IRM, ADVANCE CANNOT NIRE.
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