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1. MA1'�RIALS US�p IN TNE FIRE SAFINCs SYSt�MB ARE t0 BE INS7ALL�D IK �
h1�7A1.. GO�IER SEA05 ON 80TH SIDES ACGORDANC� WITN TI�E MANUPACtUR�R'S INStRUGtIONS PROYID�D W(TN 74�E ;i �
MA'�RIALS AND SHAL� B� U�..LISt�D AS FIR� RATED PRODUG7S �
2x 70P PLaTE 26 G�xE GALVANIXED SNEET 2. TNE F AND t RATINCx OF THE tHROIXxH P�NEtRAtION�IRE STOPS SNALL NOT BE � Q
MEtA COUTiNU0U5 AROl1ND l.ESS TNAN THE RESISTANCE OF tHE ASSEMBLY P�NEtRATED AND SNALL BE �
OPENNCs lU/2'MIN LAP SUItABLE FOR tHE I~f�tHOD OF,AND MAt�RIA1.S SIJRROUNDING, THE � °'' �' � �
P�NETRAtION AND PENETRATINCs ITEM. � � ; �
S��Rl1C?UIRA!_ PLANS 3• 5EE u$.C.GHAPtER'1 POR�IRE R�SIStANT MATERIALS AND GONSTRUCtION. SEE � � �
CxYP5Uh1 BOARD IJ.R.G. SEGT.'109b �OR ADDItIDNAL TNRDUGN PENE7RAtION REQl11REMENtS. SEE �
U$.C.SECT.�09.7 �OR ADDItIONAL MEMBRAN� P�NEtRAtION R�QUIR�MENTS. ��'''�'` '"`"�"�%�%
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SE� LI.B.G.S�Ct.710.2 �OR ADDItION,4L CEII.ING MEMBRANE PROtEGTION �='� y�" e`�:v,, "�`o, ?
STUD IUALL - 5EE FRAMING PLAN �fR��tOP SEAI.ANT ICONTINUOI�Z 4. DUGT OP�PIIN�sS PROtEGtED UJItN APPROI/ED GEILIHCs FIR� DAMPERS OR ;'_,��� '�e=0� 0°�°�'' � _
AROWD PENEtR4tING I"I�MB�R COMBINAtION �I'10KE-FIRE DAMP�RS SNALL B� R�Ql11R�D PER U.BG.SEG1'. 710.2 ,` � �' � "
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5. FIRE SAFING SYSt�MS ARE SPECIFIC FOR�ACN VARYIUCx CONDITION OF A FIRE _ o�� � � � �°� W
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AFING MA I $_pESIGNAT�.P.��S.�NF!���L1F.��1�. �"�"�'.; �°� oom g°� �•�' °
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TOP OF SLAB OR 70P OF SUB�LOOR NoN-cOMBUS7IBLE =�=�- ,{�„�,,�,�,.,�e��� �;
PENE'RATI1yCs MEMBER �ER EACN�TI�RER S'f�Cl�l(C�PRODUGt �It�RAtURE FOR EAGH �
CONDITION ENCO E�iE��F1D DOCUMENTED IN SHOP DRAIUINGB�OR PRDOLlCT ��
IUDOD BA�E R�VIEW BY TNE MANLIEAG7l1RER_CONT_R_4CTOR.BIJILD(NCs DEPARTMENt dNt2 „
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6. SlJBhlit SHOP DRAWINGS ANp tECHNICAL INFOp'1AtION TO tNE ARCNIT�GT FOR ��`
.�.Q,POSED TD BE l,lSED ON TNIS P�?OJECT�OR =`
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^ � ' 1 L IVE LOAD5 USEO IN DES fGN: ; ` . _. �
, A ROOF (SNOW) 80 PSF 6 . M�TAI. D�CK , � , � � .
, B . RESIDENTIAL FLOOR 40 PSF A UNLESS �THERWISE NOTED . DECK SHAI.L 8E SHOP -PAINTEO STEEL . SHALL BE OF THE � ,
TYPE CALLED FOR ON THE FRAM ING PLANS ANQ SHAl.L BE CONT INUOUS WHERE �OODLEY,
P05518LE �
C BALCONY (SNOW) 100 PSF ' , " '
B . DECK ING SHALL 8E _INSTALI.ED AND ALL OPEN INGS IN DECK CUT AND RE INFORCEO IN � ARL�NITEG�TURAL
D WiND ACCORDANCE WITH MANUFACTURER'S STANDARD DETAfLS AND SPECIFICATIONS � ` '
2 . EXP SUREN� SPEED 80 8PH G��qUP, ING�. ��
EXCEPT AS OTHERW�SE N07ED .
C WELOING REQUIREMENTS SHALL 6E AS FOLLOWS AND SH01Mv ON ATTACHEO TYPICAL • ' � � �
E EARTHQUAKE ZONE 1 WEI.p ING LAYOU'T UNLE5S OTHERWISE NOTED ON DRAWINGS. • � �
t . ATTACH R00� DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5/8° � � ' ' ' W
2 TESTING, INSPECTIONS AND OBSERVATIONS: PUD�LE WELDS AT 6'� (7 WELDS PER SHEET MINIMUM). � � � . �
A CONTRACTQR 5HALL. PROV IDE COORD INAT ION FOR SPEC IAL IN5PECT IONS OF THE 2 • �aNG ITUD INAL JO INTS BETWEEN AOJACENT RdOF OECK UN ITS SHALL BE (S IDE � ` � CAl1FORIYIA OFFICE
CONSTRUCT iON (PA iD FOR BY ONdvER) AS OuTL rNED iN THE PROJECT " " LAP) WELOED PER MANUFACTURER RECOtv�AENDAT tOHS AT 36 LOCAT iONS PER SPAN. _ !bl NALItUS,_,su�r� E23o
3. A7TACH ROOF DECK TO BEAMS OR P�ATES PARALLEL TO DECK WITH 5/8" � COSI'A �IESA, CALIFORNtA 9zE28 �
SPEC 1F ICAT IONS AND L ISTED BELOW IN CaNFORMANCE WITH THE PROV iS IQNS OF 0 IAMETER PUDDLE WELDS AT 12�� . ^ ' 'P�L. (�14)bd8-891Q PAX: (7��)648-8A29 N
CHAPTER 17 OF THE UNIFORM BUtLDING CODE . SPE� IAL INSPECTION SHALL BE 4. ATTACH �LOOR DECK TO EACH END SUPPORT AT 12 INGHES ANO TO EACM � Q
PROVIDED 8Y A QUA� IFIED SPECIAL INSPECTING AGENCY AS APPROVED 8Y THE LOCAL iNTERME0IATE SUPPORT AT 51DE LAPS PLUS ONE INTERMEDIATE POINT WITH ,
8U J LD �NG OFF IC �At . 5/8" D IAMETER PUDDLE WELD . PROV IOE WELD WASHERS AS REOU IRED . COtAqI►Dl3'tlFY�11C�
5 . LONG ITUO INAL JOINTS BETWEEN ADJACENT FLOOR DECK UN ITS SHALL 8E 9137 SOUTH RIDCBWNE HOULEVARD
8 THE FOLL�W�NG NARK SHA�L BE tNSPECTED 8Y THE SPEC IAL iNSPECTOR: FASTENED TOGETHER AT 36" MAX IMUM SPAC ING WITH 5/8" D IAMETER RUDDLE HICHLANDB RANCH, COIARADO 80128
WELDS. FASTEN FLOOR DECK TO PARALLEL ANO PER IMETER BEAMS AT 24" 7'E4 (303)883-y23t FAX: (303)883-2922
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7 NON -SHR I NK GROUT � ` ` f�7'
a THE TAKING OF TEST SPECIMENS TO DETERMINE COMPRESSIVE �
STRENGTH A SHAL� BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR � '
b PLACEMENT OF REINFaRCEMENT: SPECIA�. iNSPECTiON NEED NOT 8E TO ApDING BUIl01NG LOA�S ABOVE . � '
CONTINUOUS, 8UT MUST BE DONE ONCE PLACEMENT IS COMPLETED AND _ � �
�, PRIOR TO CLOSING THE FORMS. iTEM5 TO BE CHECKED INCLUDE BAR S, NON —STRUCTURAI. ELEMENTS '
SIZE , GRADE , QUANTITIES , SPACING , LAP SPLICE LOCATIONS , EXCESSIVE ' .W
RUST , ANO PROPER CONCRETE COVERAGE A ELEMENTS SUCH AS NON —BEARING PARTtT10NS , �TC. ATTACHED TQ AND/OR - '"'
3 STRUCTURA� 1NELDING SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACGOUNT DEFLECTIONS AND , ' . �
OTHER STRUCTURAL MOVEMENTS. , ,
GI�X�D RE� SEGTION o ALI. V11ELD ING SHALL RECE I VE CONT INUOUS SPEC IAL iNSPECT ION B . F IRE PROtECT ION FOR ALL STRUCTURAL PARTS� SHALL 6E PROV IDED ANp SHALL MEET ' � ' , , c�
�/53.1 EXCEPT THE FOLLOW ING: ALI. CODE' REQU IREMENT5 FOR THE 7YPE OF CONSTRUCT I ON SPEC I F i ED .BY THE � �
1 , ) WELDING OONE IN AN APPROVED FABRICATOR'S SHOP IN ARCHITECTURAL DRAWING5 . STRUCTURAL STEEL MEM6ERS SHALL 8E CONSIOERED � " ' � ' �
ACCORDANCE WITH SECT �O(v 1701 UNRESTRAINED UNLESS OTHERWISE NOTED . ' _ ,. �5
b . THE SPECIAL �NSPECTOR NEED NOT BE CONTINUOUSLY PRESENT
� � �� � �~ ~ �^------� ------- - --�------- 4 -- —{ — OUR iNG WELD ING O� THE FOLLOWING ITEMS , PROV IOED THE MATER IALS , g GENERAL - ! � ' - *�
� - - QUAL I F ICAT IONS OF VY�I.D ING PROCEpURE5 AND WELOERS ARE + ' � � —
' W8X�1 %� -------------------------------------------------------------------------- ---------- VERIFIED PRIOR TO THE START OF 1hpRK; PERIODIC INSPECTIONS ARE A ENGINEER'S ACCEPTANCE MUST 8E SECURED FOR ALL STRUCTURAL SUBSTITUTiONS ' �
� j �'�"' MAOE OF VVbRK IN PROGRESS; ANO A V ISUAL INSPECT fON OF ALL WELOS ' <
� 3 IS MADE PRIOR TO CdMPLETION OR PRiOR TO SHIPMENT OF SHOP 8 , VERIFY ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND � - '- . �
� � 53 � 1htLD ING . �� ELECTR ICAL CONTRACTORS. VER I F ICAT tON OF �OCA7 tONS. S{ZES , � INTEI.S AND
• '� � �Q� 'y t . ) SINGLE PASS FILLET WELQS NOT EXCEEDING 5/16 IN SIZE REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. " ;�
t�l8X2t `�� .t 2 . ) FLOOR AND ROOF DECK WELO ING . ' w
� __=w�._____________�_________`____________________________' __________ _____ __________ 3 . ) D STEEL FR ING C PR IOR TO INSTALLAT ION OF MECHAN ICAI. ANq ELECTR ICAL EQU IPMENT OR OTHER
�---- , WELDED SHEET STEEL FOR CO�D �ORME AM �
� � I � r _____ MEMBERS SUCH AS STUDS ANO ,iOISTS ITEMS TO BE ATTACHEQ TO THE STRUCTtJRE , ENGINEER'S APPROVAL OF CONNECTIONS , Y _ _ ;
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� ; � ; ; 4 . ) WELDING OF STAIRS AND RAILtNG SYSTEMS. AND SUPPORT5 SHALL 8E UBTAINEO . UNLESS SPECIFICAL�Y OETAILEO OfV t � '
I �------------`------- �__r__� �__�________� �_____�_ c . ITEMS TO BE CHECKED ARE THE CERT IF ICAT ION OF THE WELOERS , ' � '
- �---------~-*-------�--------=r----, ----, A R C H I T E C T U R A L A N D S T R U C T U R A L D R A W I N G S. R E S P E C T I V E S U B C O N T R A C T O R
� �"'�` ^ -`- �`-�"--�-"-"�"' �-�,�`--"`-�"---; (�`-',.;"—'-' WELD ING PROCEDURES . MATER IALS, V ISUAL INSPECT ION OF WELO S IZE , - , , .
SHALL FURNI5H AL� HANGERS , CONNECTION5, ETC. , REC�UIRED FOR INS7ALLATtON OF �
� i j , � LENGTH , QUALITY. QUANTITY AND 5PACING, Ht5 ITEMS , � , � , � � w
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' � t � , � , , � - y
� �t 4 H IGH -STRENGTH 80LT ING A
� ' �' , ' i I ��� �'� D . SUBM IT �SHOP AND ERECT lON DRAWING5 TO ENG 1NEER FOR REV IEW OF ALL , STRUCTURAL STEEL , - �
� i ------------ ------ ------- ---- -------------- -- ------- ----------
--------- _ ,
, i -� -�- -- ____t^!;_`'`_ AND METAL DECK. THE MANUFACTURING OR F`ABRICATIaN OF ANY ITEMS PRIOR TO Y�RITTEN � � � � I�
II� ��21�W¢� -�___________________________________________ __________ 4 ______ __________ 0 1�4-fILE THE V1K�RK IS IN PROGRESS THE SPECIAL INSPECTOR SHALL - REVIEW OF 5HOP DRAWINGS W�LL BE ENTIRELY AT THE RISK OF THE CONTRACTOR J "
' Z5
,I ' �r.' DETERM INE REG?U IREMENTS FOR 80LTS , NUTS , WASHERS ANQ PA iNT; ' ` � ` �
� , � � 80LTED PARTS; AND INSTALLATION ANO TIGHTENING IN SUCH STANDARDS E ALL DIMENSION5 ON STRUC7URAL DRAWINGS SHALL BE CHECKEO AGAINST FIELD AND � � ��� Q p
� ' � ARE MEt SUCH INSPEC710NS MAY BE PERFORMED ON A PERIODIC BASIS ARCHITECTURAL ORAWINGS. . r U
' EXISTING �4" D.T W/ �-I/�" 1 � IN ACCORpANCE WITH THE REQU IREMENTS OF SECT IQN i701 6 THE � , �� �
I � W8X21 GONGRETE TOPPIN� (VcRiFY) � j 1
� �� ' , � S P E C t A L I N S P E C T O R S H A L L O B S E R V E T H E C A� 1 8 R A T I O N P R O C E D U R E S F CONTRACTOR SHA�L VER (FY A�L ASSUMEO EX15TING CONDITIONS IF CONDITIONS r �
� !� �� _____________ _______ _______________________ �r____________,__________ V.�EN SUCH RROCEDURES ARE REQUiREO BY THE PLANS OR � ARE QIFFERENT THAN ASSUME , NOTrFY ENG �NEER . �
------- --------- � �
�" GONGRETE SLAB � � "'----"-"`-"""'- -"-"-"-'-""�"--""--"'--"--'--�""�--'-'--'- """---'- SPEC t F ICAT IONS AND SHALL MON 1 TOR THE INSTALLAT ION OF BOLTS TO , �
1 DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN ' '
(TOTAL THIG�P1�55) � ;i - ; � DRAwtv TOGETHER ANO THAT THE SELECTED PROCEDURE iS PROPERLY � - '�
a-
ON I 5"-22 GA. GOMPOSITE I i , ; I USED TO T IGHTEN ALI. BOLTS. � ' �
_METAL DEGK ReINFG�GED ( ,� �J � � ' ' , , ° '-
t�llTH 6X6 w2.1xW21 , , j � C STRUCTURAL 08SERVAT IONS / � (� , , ' �
W W F. AT MiD-HEIGHT I �, � ' �
� � ------------------------------------------------------------��------------ ---------- . TR TURA� E IN E AY MA E P IOOIC O R ATI TH , �/
�
S UC NG E R M K ER BSE V ONS OF E �
� ,' w8X21 � _--------"-------'�----"----------"-f----�-----'"------------'``---------`-- --------"- CONS7RUCT ION SUCH Q85ERVAT IONS SHALL NOT REP�ACE REQU lRED - % �� t � _
��`''�°°" "�`�`�"'�" ' � INSPECI' IOHS BY THE GOVERN ING AUTHOR IT i E5 OR 5ERVE AS "SPEC IAL
� 'I �� �1'-6" �TYP) 1�4'-q" ' i I T
; i; r� � � 1 I NSPECT lONS�� AS MAY BE REOU IRED BY CHAPTER 1 7 OF THE UN I FORM /
� � � �'� Ex S�a� S�.Aa � � � Bu �LD ING CODE . � � ' � �
CXISTIPlG 8"
� �I PG WALL (VERIFYI d� � _ wF
� V�10X�1 � (VERIFY) � I i 3 . CONCRETE "
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lGONTINUOUSJ ! ______,�_____�_______ ______ _____ ________________________.;.._��_�'.�_�i__= ____C____� A ALL CAST - IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I /I I PORTLAND CEMENT , '
� --- ------ --- ------------ --- -r , ' ' ^ -��� ; STONE AGGREGATE AND SHAI,L SAT ISFY THE FOLLOWING REQU IREMENTS• , �"'
.'� ��`-, i ; ; �!--i � ' „
( i ! ; � � i ' , I � G= E�t15TiN� D.T, LEG ; i � � �
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� � Q�.s �r�e. �.�, cL��'
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" � � '- ------------% �----!— ---�-- - I i , SLABS CYN �dETAL DECK ( IN7ER IOR) 3500 ps i STD 0 50 - - - � CjL,�,(� �QQ� ' � � ��5
I ' �^----J-_,F_�ti�"--� --'-- - i I j � SLABS ON ME7AL DECK (EXTER I OR) 4500 p s i STp 0 45 6%-8%
,� � ,�-------- ,� ,-..--��-^ -- --------------------------------_+:._----------- -- � ----- „ — c�.�t-I�..�,� � �. t-�«�.� ��.-I� 1�►- > > , . �
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� ,�,�,�_ �,,,,,��,��,,,,, , U S�UMP SHALL NOT EXCEEO 4 � G ,
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.ZQ .�"� " , i �, , � , ; , ! ;--=_�� B SLABS , SMALL NOT HAVE JOINTS IN A HQRIZONTAL PLANE ANY STOP IN CONCRETE ihURK ��'�K 1`��I�„Qr� IV� SS'e+N�.�� , , �
�, � � � ' � 1
'� �, � � � � � � I ' MUST BE MADE WITH VERT ICAL BULKHEADS AND HOR IZONTAL SHEAR KEYS UNLESS o-rHERw�s- Y - 5ET INDEX _.
� .Z � I � � _ � � - I � � _
, », „�„ ,� �_�___ ______ _ .� ____ , I SHOV49V ALL CONSTRUCT ION JO INTS SHA�L $E AS DETA I LED OR AS REV I E�D 8Y THE �J QG �j'. ��f� �•� r 155UE � _ . , ` DATE
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' ' ' ' _______ C At,L CONCRETE VaORK AND RE yNFORCEMENT OETA tL ING SHAL� BE IN ACCORDANCE ' �
; I ,_-_-------�i I ��---------------------------------------------�-+----------�-- --- " ,
I ,r - Y , , � � � WITH AG I BU ILD ING COOE 318 �ATE5T EQ IT ION , UNLESS NOTEd OTHERWISE . USE ' ' � «-
�-_--- = - � _ _ • � STANDARD HOOKS FOR DOWELS UNLESS QTHERWISE NOTED . ALL EXPOSEO EDGES OF , �
' ' � - � � ; � �-------------- CONCRETE VtiURK SHALL HAV� 3/4 INCH CHAMFER �
i ' �
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�-.-
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� f� _____ r�-_ - -�________________________________✓��____________ _______ A615 , GRADE 60 EXCEPT TIE5, STiRRUPS AND PLATE ANCNORS v,�f-� ICH SHALL BE � � ' p
---
' ��-�s����� �' `'-"-'�-'----- --" `"--�-`-- -"- � _ -� __T__ DEFORMED BARS , ASTM �ESIGNATiON A615 , GRAOE 4Q OR ASTM A706 GRADE 60.
� - _ - - - -- -- - - -- - - - � . , < `�
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B WELDED WIRE FABRIC SHAL� CONFORM TO ASTM A185 GRADE 65 AlVO SHALL BE � �--
,
'� LAPPED ONE FULL MESH AT SfDE AND END SPLICES AND WIRED TOGETHER . _ _ �
. � ��t '
-- � C
531 -------------------------------------------------------------------------- ---------- • _ �
+ REINF RCEMEN PROTECTION•
.
------- -_ ____. _ _ ____------ ___._.---_..._______-----_______.____-----------___------°---------------------_.__.___��_ t . SLABS (NOT EXPOSED TO YVEATHER) 3�4,�
�,� ' , �
� L�GX4X1/� X GONTII�tUCUS D RE IN�'ORCEh4ENT PLACEMEN7 AND TOLERANCES SHA�L BE IN ACCORDANCE WITH , �
wITH 3/4" m X 4" (Et�e�D) SECT I ONS 7 .5 , 7,6 AND 7 7 OF AC I 318 , �ATEST ED I T I ON
EPDXY AT �'-O° 5 STRUCTURAL STEEL - �
�
A ALL STRUCTURAL STEEI. SHALL CONFORM TO ASTM 1�136 EXCEPT WIDE FLANGE BEAMS � �
1M-itCH SHALL CONFORM Ta ASTM 992 , (50 KSI ) AND EXCEPT TUBE COLUMNS TO ASTM A500, , ,
GRADE B , LATEST EOITIONS . STEEL SUPPLIER MAY PROVIOE ASTM A572 , GRAOE 50 AT H13 ' � , u
OPTION MISCELLANEOUS Et�fBEODED fTEMS SHALL BE A36 STEEL . ` �
� f I'��� �� � �� ��� i"� ��� � B ALL 5TRUCTURA� 80L7S SHALI, 8� A325N INSTA�LED TO A M IN ►P,rlUUM SNUG T IGHT �
: CONDITION ALL ANCHOR BOI.TS SHALL CONFORM TO ASTM A307 UNLESS NOTED �..
OTHER�VISE . - - ,
� y'-� J_,;�, � ,��'`� � � ��,��I •�� f ��(�� �,� ���i�, C STRUCTURAL STEEI. SHALL BE DETA ILED AND FABR ICATED IN ACCORDANCE WITH THE � ' �
LATEST PROVISIONS OF AISC 'MANUAL �F STEEL CONSTRUCTION ' _ , �
��'`�'�� ' ��'o�� D ALL WELDERS SHALL �AVE EV IDENCE OF PASS ING THE AMER ICAN WELD ING SOC IETY �
STANDARD QUA�. 1 F ICAT 10NS TE5TS AS OUTL INED iN A4� -D 1 . 1 . , �
E MINIMUM ��LOS TO BE PER AISC TABLE J2 4 BUT NOT �ESS THAN 3/16�' CONTINUOUS ,
FILLET UNLESS OTHERWISE NOTED , t�
F THE TERMINOLOGY "CONTINUOUS" M�ANS QUANTITY . PROVIDE THE NECESSARY JOINT �
DETA tL5 TO ALLOW FOR 6U ILO ING MOVEMENTS COORD INATE LOCAT IONS YVITH JOB NUMBER:
ARCHITECTURAL CONTRQ� AND EXPANSION JOINTS - � � �
G PROV ►DE TEh�PORARY BRACING AND PRECAUTIpNS NEGESSARY TO WI7HSTAND ALL � �� �,� �
CONSTRUC71pN AND,/OR V'JIND LOADS UNTIL AL� FIE�D CONNECTIONS ARE COMPLETEO , � F
AND PERMANENT LlXTERAL 5YSTEMS ANO DECK5 ARE IN PLACE . � �
� ,..
H STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP - � a
DRAV'JING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS _ �
TO P IECE ORAWiNGS PR IOR TO ENG INEER'S APPROVAL OF ERECT ION ORAWINGS � , ••�D��lQ� . y
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