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o � UJ ,4L � SECTION '� NORTI-4 1,U ,4 � � o UJ� LL SECTION '� I,U � ST UJ �4LL �ueis GDCjTRL
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m �Z �'i�E:V7n , �� _mn '�f� � ���:�/� ua �''0" SHEET No.
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_ I W TH #ro' X �v�AT FOOTING v N � � �
1 n�(1 Z ��+ � � p O'! Of
GENERAL TES � - -
�S AT 1 -O HORIZONTAL � I � �
7 . LIVE LOADS USED IN DESI n: OLITSIDE FAGE � W � O O
A. SLOPED ROOF 80 PSF ---f l _ _ I �/� 1� I�
�RS AT 1'-!0" VE2TIGAL V I F- �
8. RESIDENTIAL FLOOR 40 PSF (-'� �- � I N T E R I O R W Z O � �
C . TERRACE/DECK/fLAT R OF 100 PSF � IhrTERIOR�p H021ZONTAL �
D. NALLWAYS/STAIRS � 100 PSF Q �
'' X
, �
E• 1��N BASIC WIND SPEED !0 MPM i � ` ' � �
2. E%POSURE B �
F. EARTMOUAKE Z NE 1 � : r �. ✓ � O �
G. LIVE LOADS ARE REDU ED PER CODE I� APPlICABLE. I I � '��' �_/•� O Z Z
i ,I� i � r :, t � , .�, + V /
2. NON-STRUCTURAL ELEME T5: ��` ---- � _. .._.- � � � � ' �
A. ELEMENTS SUCH AS N N-BEARtNC PARTITIONS, ETC. ATTACMED TO AND/OR SUPPORTED � ' i�, � �, #S AT I�-(c° H O R I Z ONT A L � � � �
BY THE STRUCTURE SN LL TAKE 1NT0 ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL i � �; ^�i�,,,,�,r '> ���� �'r RE: 2S/S7 (,' � Z' Z
MOVEMENTS. ,
I
B. PIRE PROTECTION FOR LL CTURAL PARTS SNALL BE PROVIDED AND SHALL MEET �
- �� f � � Z O W W
.
MINIMUM CODE REQUIR MEN 5 FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE � ' ' i '' r� r � � A , '� 1� Z Z
I r - _--. __ -- , � ; . � Z
S. FOUNDATIONSURAL DRAWI G5. I � ,; � . J J
� J �
A. MAXIMUM SOIL DESION PRES URE 4000 PSF I I � � r � } Q J Z �
�..�....F++ ..�+SJ v�„�,,,� °r„ � � Z V W U W
� ' i ' .�.. � fi ' � S W V W
B. CONTRACTOR TO f'OLL AL ECOMMENDATIONS IN SOILS REPORT N0. 447492 I � O �� � O
BY CMEN NORTMERN, I C. D T D 9/26/92. - ^'
� I I � � ''� � , ' ' �4 � N W O �'J` O
C. ALL FOOTING BEARING OWN ARE ASSUMED.�G � ��` �p � Y W �
ELEVATIONS SHALL BE VERIFIED IN TME FIELD WITM ACTUAL CONDITIONS B11 I � • � '/ � , . �, • .� �
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM Of ' r
FOOTINGS SNALL 8E A MINIMUM OF IB" BELOW EXTERIOR GRADE. i i I I � �
0. ALL FOOTINOS ARE TO BE PIACED ON FIRM, UNDISTUR8E0, NATURAL SOIL i I � � u A (� #S AT I�-O" HORIZONTAL � � ^
OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENCINEER. , � �__ _ _ _ _ J I � y . S 3 4 5 6 � � J W 'O
BACKFILL SMALL BE COMPACTED TO 95R (MINIMUMI STANDARD PROCTOR � ; � INTERIOR FACE
DENSITY UNLE55 OTMERWISE RECOMMENDfD IN TN� SOILS REPORT. IF SOFY ""
11Z�_G° p I
SPOTS RE ENCOUNTERED REMOVE SO�L AND RECOMPACT WITN APPROVEDj I '-- � �i �� O �
LEVEL TWO FLOIORRARERN PLACE SCRIPTION OF BEARING SOIL.) i i - � .__.� #S AT I�-G VERTIGAL
E. DO NO�PLAGE BACKFILL AGAINST ONE WALL UNTIL LEVEL ONE FLOOR AND� I Z��-9" g ���^ �(�'_a�" ���_�j" �(�,,_>j" � �(o,_�j„ i �7,_�" i �2'-2 ��2" INTERI02 FAGE � V 09
F. CENTER ALL FOOTINGS UNDER WALLS, COWMNS OR CRID LINES UNLESS O N RWIS �� �=-� � . ' #S AT ��-(o" H021ZONTAL W �
Noreo or+ Puns. � � INSIDE FACE 2E: 25/S7 ? Q �
G. CONTRACTOR TO PROVIDE, AT NIS EXPENSE, FIELD DENSITY TESTS ON COM CTE� F LL #$ AT lo�� V�2TIGAL T v
UNDER FOOTINGS AND INTERIOR SLABS-ON-CRADE. A MINIMUM OF 2 REP E ENT TI e RE: 2S/S7 � ~ �p Z
TESTS SMALL BE TAKEN FOR EACM FOOTING AND SLAB-ON-GRADE. , I �-- -- i i i i i � � U n
N. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED 50 TMAT COND1= �
- ___ � {J.� Of (n
TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY IILL OR CONCRET . � I � � � X W
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4. CONCRETE: i L I � = p Z
_'_-_.-'.._.._ �
A. ALL CAST-IN -PLACE CONCRETE SHALL BE MADE WITM TYPE I PORTLAND - � ----- -- � m -
- _�_..1 � I � y�- �( V c9
CEMENT, STON[ AGGREGATE AND SMALL DEVELOP 4000 P51 COMPRESSIVE - � ��-O� � � � � � ' pA2TIAL PLAN 'iT I Z
STRENGTM IN 28 DAYS. IF CONCRETE SUPPLIER PROPOSES USE OF FLYAS E _____ � � 0 W
SNA�L PROVIDE OWNER WITN LETTER INDICATING COST REDUCTION
AT T�ME oF BID. i RE: SHEET Sro FOR t g��}"aQ�p" a � J
GONNEGTIONS TO
B. TXE MODULES OF ELASTICITY OF ALL CONC(tETE SHALL EXCEED Wc1 .S 33 f'< � W
(OR 37,000 t'o NORMAL WEIGMT CONCRETE). '-! � � A2L6E2G FOOTNGS $
C . CONTRACTOR MAY POUR SLABS-ON-6RADE CONTINUOUS AND SAWCUT J01 T5. 2� 2 -�� 4" 2E: SHEET SZ FOR 26 Gl
JOINTS SMALL 8E SPACED 13 FEET AND SAWCUT 1 " DEEP X 1/0" WIDE WI NIN � _� i ENT2ANGE� STAIR �j7 Z
12 MOURS AFTER POURINC. CARRY ALL SUB REINFORCEMENT TMROUON J IINT. l �_„_� ! � - - S' � PARTIAL ' ,J C
D. SLABS, TOPPINC, POOTINCS, BEAMS AND WALlS SMALL NOT NAVE JOINTS I � _ PLAN %I Q Z
A HOR120NTAL PL4NE. ANY STOP IN CONCRETE WORK MUST BE MADE AT M RD - ' � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - ' - - - - - - - - - - - - - - - - - - q - - - - - - � � a
_ � _ _ _ � _ _ _
POINT OF SPAN WITM VERTICAL BULKMEAGS AND MORIZONTAL SMEAR KEYS � I � W
UNLE55 OTNERWISE SNOWN. ALL CONSTRUCTION JOINTS SMALL BE AS DE A1 ED R AS � �� � Z-O� EEP FOOTN� �Z GAST IN WALL STEP . � �
�
REYIEWED BY TFIE ENCINEER. '( I �;V ' WITH ( ��lo TOP � PLAGE WAL I WALL STEP J = O_'
E. ALL CONCRETE WORK AND REINFORCEMENT DETAILINC SMALL BE IN ACCOR A CE W1 N I �--�-�" -� � I " BOTT WITH x6 G2�DE � � N � � ' � j � 0
ACI BUILDING CODE 31 ! LATEST fDITION. UNLE55 NOTED OTNERWISE ALL X OSEq �� I � � � �C+ (oO STIRRLPS AT (o µ,,;,: w i . � '�^^^^""'"' � . ;, .,, i u BEAM POCKET
EDGES Of CONCRETE WORK SMALL MAVE S/4 INCH CNAMFER. USE STANDA D MOO 5 , � ." w ��^ti� ri �N x <�f ` 1, �vqY � r C��S �B ] O� $°] � V H �
K " � 4 M { i< � 3' rl��d. + ���
ON DOWELS UNLE55 OTNERWISE NOTED. I , I ��� � �'X _ _
J . . . , ., > . . . , , . , ,, n , ., . , ,,. ,.. . . , A
F. PRESTRESSED PRECAST) CONCRETE SHALL BE MADE WITM STONE AGGREG TE . . .. .n .+ ;, ,.� � ,, . ,s :�. �. � a f• . .;,+�� ... a � �� � , e?�.: � n ':. u,; �,�� 'n�, . +:,i .,, . � • . . :�;,. .r � � r�:,:, . '�. , r �.:dr,::'' . . , �,. :, i. .� f . . . .�,. r` , :. ,� .,, . .:. ., ,,,,, . ...a� � . v� �, r;. . . .�, x.t,.�. ,x ... .,:. M , r e 5: r..:.ame , i . . ' .��. i d . . .�
REACMEQ 35Q0 PSi MINIMUM EXCEPi AS NOTED. ' � `- SLOPES KE. ARCH. � - - - - - - - - - - - - - - - - - - - - - - �- - - - - _ _ - -..Y- N_ - - - , ��� � ~�- ,. .. + . .� . .,. . ,.. r _ - _�. .. . •
AND SNALL DEVELOP 5000 P51 COMPRESSIVE STRENGTN. , i N ��
- n
G. iRETEN510NED STEE SHALL OT BE RELEASED UNTIL TNE CONCRETE NAS Z� 8 �-'r� - - - - - - - - - - - T - - - - i � � f" " '� - - - - � s; N 1 � � �� !�
$
r �' n �� - - �or-a ��r s�o�s z� Azcx ioo'-o" car�-o^� � � , ,0�-4 i�z° � b' '��.
� a'-�o 1/yz , . . .4s ,
H. DETAILS OF AL� PRECAST MEM8ER5 SHALI BE SUBMITTED TO THE ENCINEE i � I ������ � _ S� �° .� 4' � � , • T e'�gK's
FOR REVIEW AND MEMBERS SMALL NOT BE PABRICATED PRIOR TO REVIEW. I J � � O •
ALTERNATE DESIGNS OR DETAILS MAY BE SUBSTITUTED BUT USEO ONLY A E �, ; � � _ � � F6 � �?;; � � N ��� F 1 : � �n�
ENGINEERS WRITTEN APPROVAL. ALONC WITM SMOP DRAWINGS, DESICN C U- : � Z� FOOTNG .- _ �9q '-a � � �--..- FOOTINC,-, O °
UTIONS BEARIN6 TME STAMP OF A REGISTERED PROFESSIONAL ENCINEER HqLL �. WITH 14 M�o TOP AN7 ( cQ r - � r - - � � _ _ , I � _i_ � - � =
. � � '
8E SUBMITTED. A COPY OF PLANT CERTIFICATIONS BY PCI SNALL BE SUB IT�IED. iI I � �H � �Rp�E i N B4 � , - � N J � � _ _ _ _ _ _ _ � � � N � i F3 i N 1 i S i •
I. PRECAST CONCRETE SMALL BE NANDLED ANO ERECTED IN A MANNER THAT � - -;� � (eO 5 � AT G' _ . - - � � � - _ � - - - - - _ - - - - - - -
_ _ _ _ (99'- TEP
WILL NOT IMPAiR TME STRENGTN OF THE MEMBERS AND ADEOUATE TEMPOR RY � � - � - - - � - 1 ( B J B � ; � � � .i ;'� ;�
BRACING SNALL BE PROVIDED UNTIL ALL RELATED FIELD CONNECTIONS HA � -- -`----'-' � ' - - - � � Q
BEEN fULLY COMPLETED. PROVIDE LIFTING DEVICES TMAT WILL SUPPORT --.i�- .� .-. - � ,,� (qq' �"� � N � B � � �q q -�� � � � �qq����� B2 � �q9���u� ��-� J O �\ _ , � \ 4�, � „ � �,,,
TME WEICHT OF TME PRECAST MEMBERS ANO TNEY ARE NOT TO BE LEFT E P SED. �.;, i ,. ( I 4 I r - � �f1 I I
ALL CONNECTIONS REOUIRING DRY PAGKING TO BE COMPlETEO BEFQRE AP L ING B .� � „ ?^ � - - - � ( F � CZ � , � ^ �4� \, J�
ANY SUPERIMPOSED LOAD INCLUDINC ANCMOR BOLT POCKETS AND UNDER E TN B7 �� r(1 � I Q I I � I � - '� O �� 4p�� ������,
BASE PLATES. ED E OF � � � � FOOTIWG S8 � s} _ - - ' ' 6 ;,". S
--J-�---- ---_-.._- S I I I, I'-0hU-CY PI.ASTER �n I 3 � STEP � I - ` _ ' � � -- -- I I �' f
J. TNE WELDING OF CONNECTIONS FOR ALL PRECAST ELEMENTS SNALL BE IN CORD- 6
�
ANCE WITN AWS D1 . 1 OR AWS D1 .4. ALL WELDERS SMALL NAVE EVI�ENCE OF PASSING �; ` ', I I (o'-D" I WITH (4}-�5 VERTICAL Fi � � I � <j J F - - - - I I
TME AWS STANDARD QUALIFICATIONS 7E5T5. STEEL L(VEIJNG PIATES SNALL BE -- � � • ' ' I 6 F2 � I �- �
PROVIDED AT ALL SLAB EDGES AT 8'-0" ON CENTER (MINIMUM) UNLE55 OTHERWISE ! \ 1I � (3}-�3 TIES AT 9 TOP ^ � 1f1� I �CFSC� "O� TER I � I __
SMOWN ON PUNS. LEVELtNG PLATES STACKED IN EXCESS OF i " MUST B ELDED � � '�� I L-. � I I ANO �3 TIE AT " '-O" � I Q � � � FOOTING � _ I Q • � I _ - _ - -_
TOGETNER AND APPROVED BY TME ENGINEER. PLATES IN ADJACENT SLAB -. � L- 1- HORI7AN'fAL � U (3 T�S A 9 TOP � I STEP � _ __ _ ,� �
.._.
E T E i S 7 � � M 3 '1 7 E T 1 -O� � n i i i � - __ � -
B E W E L D E D T O O E T H E R T O E U M I N A T E D I F F E R E N T I A L C A M B E R. P R E C A S T C O C �- _ ' I
CONNECTIONS SNALL BE OF READILY WELDABLE STEEL AND SHALL BE AS E AILED. r-- 'I , i � I q. �ZONTAL � � � -O X I -�} D�EP � � � S 7 I I WALL N
i � u i _..i I 58 I� � 6 � � i I AT 14INO.G ITT2ANS. _ � _ 1 ' I I F9 ' ISTEP �
ALTERNATES MAY BE SUBSTITUTED ONLY AFTER REVIEW BY TNE ENGINEER. � J . ' -- -- � . I I (� -0 ) � I , , � 4 � AND (4}-*!o ONTIAL)OUS r \ � ' �� " �TOP �F
�� � � � � �-'� �� 5x5X1/Z � I I - - - - - - 10 O" � � � .. I � � I � �� � � . � . .. _ ' � � � I , �.
5. R E I N 9 0 R C E M E N A I . � I .. -�- ' � u � � �' ' � N
A. ALL REINFORCING SNALI BE MIGN-STRENGTH DEFORMED BARS CONFORMINQ� FO � �i � i � � � f- �-� '� � ��� 5 � I 4 DEEP ��N� � ;�� . �, � _ � �,� , _ / �� '��� � � ' WALLa �
ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS'� NINICH � I I I I � 4�-O�� I � � FOOT�NG WITH #�o �: � rj% I � � � i �\� �� -}� � /�`j � � -��� -�- : � �q �I4° o�
I � . .....- � 1 �! J�L � �
SNALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40. �E I L . _ __ I � \ �, I L _ � I� � � E2LINE B I � B4 � ,� I � � v i �O '(4 #�o GONTN�UG�r LON� � I . � i � \� - "" -�Jl i � � � � r��. �-8u N
C. REI CONCRETE POU ED ACANNSTNEAR HICES jD WIREDATOGETHER. BE �pi II ` - �-- .. . ._� y\y--- .. ......_ , � I �� � ���OLUMNS � � : .,., , . � . • � .. ,. . .. � :,', I � ��j � I � '� � / u � i, I� -"-" � � �' � �
2. CONCRETE POURED IN FORMS (E�(i05ED TO WEATHER OR EARTN) E" I �� /. � � ' ' � J � - - - - � ' I � a)-, I ^ I � � i"; '
h -� `� �- Z
3. COLUMNS AND BEAA}5 (TIE BANS) 1 -1/2" ,(� i . I S1O I�-Z° � � ,1' �
4. SLABS AND WALLS (NOt EXPOSED TO WEATMER) 3/4' � ^-� , I�7�o � ' � N �T O �
S. PRECAST TEE LEG 5 -1/2" r� 'N . i,�: ,�., ( � ` .�„"� ���� I N � � I 4�-��� � � �� � � r� �_
I � 102 9" G" � � I I .� N 10" PRE-CAST ; i v
D. NO SPUCES OF REINfORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR �� �k� I i � � F � J �, _ � WP.LL (TYPIGAL � TYP. � ' � I �
AUTHORIZED BY TNE STRUCTURA� ENOINEER. UP SPLICES, WHERE PERMITTED, ��i I � - . '� � I _ �� B3� (qg�rp") ; I � - AT ELEVATORS)I I � ��- �i � �
SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTNERWISE NOTED. AKE �' I GENTERLINE OF I � y � � � � r
ALL BARS CONTINUOUS AROUND CORNERS. � " „• ; ❑ � � C
E. PLACE TWO N5 (PER a" TMICKNE55) WITM 2'-0 PROJECTION AROUND LM L (`•;/ ����, � �tL RT�'TZOL 7�`� �'�i�Oo � „^ F4 � (V _ �- r i - 1 r� N
OPENINGS IN CONCRETE WALLS, S�ABS, AND BEAMS. AL50 PROVIDE TWO� � i ' � N _ �I{ � I i � � \ i � � i i \
�3 X 4' -0 DIAGONALLY AT EACN CORNER. �,� I � I i'�, I �� I� � \ I J � I �- - J - � I I IC� � , � I I �" I ^ , � �
F. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SMALL BE I � 1 . � � ;� ' �'" � , I � I Z'-8" '{��� - q8'-O") � � O � � _ _ _ _ � 1 I � I .
TIONS SNOWN ON THE PL4N5. AlL REINFORCEMENT TO BE NELD SECUREL --J I � �� r , ��� � - J r I O JJ � I ��� �
SPLICED AS FOLLOWS: TOP BARS AT MIOSPAN, BOTTOM BARS OVER SUPP RTS. � i _ , I I _ _ _ Q
G. PROVIDE ALL ACCESSORVES NECESSARY TO SUPPORT REINFORCINC AT PO51 I ��/ I I i ���� • �- B ' � .a F4 I s� -I - t- -�- � � _- ' D a Q
IN PROPER POSITION IN ACCORDANCE WITM ACI 510-77. Ii � � I� '�,_ , � _�. F5 � O ^.: , ' I I � , � � I I i(1 i ^ � ' i � I i i i I � :, � ��/
� � I I I ' 6 - � .., ^+�'� µ ' ���EC.Ar7T ��. , , _ 83 I � L _ _ _ I _ _ J i I �JT� LL
N. WIRE STRAND USED IN PRESTRESSING SHALL HAVE 270 K51 ULTIMATE STR N TH i � i ,I - _ - _ - � ' - N I I I 99��0 �''� �
AND CONFORM TO "SPECIFICATIONS FOR UNCOATED SEVEN-WIRE STRE55- E IEVED � I . r -�- � ��'� K-4 C � - - - C � ( u, I � TOP �F O
I 83 1 �
T -
STRAND FOR PRESTRESSED CONCRETE", ASTM A418 OR ASTM A427 . R � � I � I F NG ST � I I � � � I I I
SLAB OROP � _ _ _ _ � _ _ _ _ _ _ _ � � ' WALL=
8. MASONRY: � , i � I C i x I \ ' �������
J
A. WALLS SHAIL BE REINFORCED MORIZONTALLY AT 16" ON CENTER WITH LA DqR OR �� � �. ' I I �I I G�4 -�� J � � I ^ � I � "'�. ��:��� ' • , :,, O 0
TRU55-TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL REINPOR EMENT. I I I 3 I � I � � � � ' � � � � ,�'� � � U
B. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITM ASTM C476 GROUT FOR � � � I TS SXSXIIZ I ^ � 4 N .� � L�-4" DEEP FOOTING ��, �„ � I �.•" �
DISTANCE OF 24" BENEATM AND 16" EACM SIDE OF ALL BEAM REACTIONS OTNEF � GOLUMN � L - - - - } ��f14 ' � � IO� �°' WITH (11)-#L AT I -O" � � ., N Q � �
CONCENTRATED LOADS UNlE55 OTMERN95E NOTED. i � I ' I ��6n i Fs QI ; I � I �f1 I S� dl EAGH WA� I ��-1�� I � � � �� \
� ' ; I ; � J
C. PROVIDE A TNICKENED CONCRETE SLAB UNDER ALL MASONRY WALLS ON 54A 5. SEE i � � U Q 4 I , � �
ARCMITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FORi PENINGS � � O I I � I � �
ALL OF WHICN REQUIRE LINTELS. SEE LOOSE LINTEL SCHEDULE FOR FRAM N OVER � � �I Iu I �J � ' i i i i � i � � ��. I �fl U �i BASE PLATE SGI-IEDULE
NON-BEARING OPENINCS IF NOT SMOWN ON STRUCTURAL ORAWINGS. SEE M�CMANICAL I W � � „- -` O
DRAWINCS FOR OPENINCS, ALL OF WHICM REQUIRE LINTELS. dl I � �( I � v ' °' I �--N - - n � 7 �
D. CONCRETE BLOCK UNITS SHALL CONPORM TO ASTM C90 GRADE N. BRICK �N LL y` '"'- � , i L�-D°XP-O�� I � � i � - W I r MARK PLATE SIZE # OF 3/4 � L
FULPILL ASTM C82. MORTAR SMALL BE TYPE 5 OR W, AS�TMC270. ii, � ;i �- -� ! I DEEP FOOTIN �I • I I ��� �r� I I ^�. p( i ANCHOR BOLTS
E. MASONRY SMEAR WALLS SMALL BE REINFORCED AND CROUTED NqTN ASTM C4I�78 � WITH (j}r#lm � � � I � � N I ; A � � � � �
OROUT AS SNOWN ON DRAWINOS. � '� I I �j GONTIN.JOUS i I � N � � � � � ; �ST � g � 1/2 X Id' X 10' 4
F. MASONRY SNALL CON515T OF CONCRE7E BLOCK WITM A MINIMUM ULTIMATE I I I � I 6 � I O O�-O�� � ^ � y, � u T �F , _ / ' ■ '
COMPRESSIVE STRENGTN 1'm OP 1500 P51. F 7 I � � � W W L L� W w
u � -r s s x s x i/z i � �- i � �' � � H ni a" e2 �/a" x �o° x ,a' a
7.. STRUCTURAL STEEL: �i � I GOLUMN � - i - - � � 1� � I � � I �,r � = T �
A. ALL STRUCTURAL STEEL SNALL CONFORM TO ASTM SPECIFICATIONS A38 EXF PT I I '�._ i I I � � � I 'W ; J U
PIPE COLUMNS WMICN SHALL CONFORM TO ASTM ASS AND TUBE COLUMNS T � i � I B�L I N � � . �
ASTM A500, GRADE B, LATEST EDITIONS. ANCMOR BOLTS SHALI BE A307 ST�EL AND _I � � i � i i � i I �u: � �P � j ,� B S I° X I D° X I O° 4 � �
MISCELLANEOUS EMBEDDED ITEMS SNALL BE A36 STEEL. � � � - �_# ' I _ _ _ _ - - - - - - - - - - - - - - - E
B. STRUCTURAL STEEL SNAIL BE DETAILfD AND FABRICATED IN ACCORDANCE i I i I_ i i � � Z�_q° � i �OTOTI I :";f W � tl �
W I T N LA T E S T P R O V I S I O N S O F A I S C "M A N U A L O F S T E E L C O N S T R U C T I O N." �; ���) � ' ' B4 � 3I8 X IO� X IO 4 ��
C. UNLE55 OTNERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS � � �� �� , �J� � I i �- F OTING WIT�� � 4�eX�o WL.� X WZ.I W:.F.H C`19�"0� � - - - � I 'n' � � I N
____ _ � �_ �� . I
WITM STEEL BOLTS PER AISC ?MANUAL OP STEEL CONSTRUCTION7 TABLE II TH A525-N -"���� "" � � (�� � I I
BOLTS (OR WEIDED EQUIVALENT). SELECT CONNECTION AT EACN SPLICE SUPPORT - , I I � I ��¢ I r BS 3I'4�� X �o�� X IO� Z
80R TNE TOTAL UNIFORM LOAD CAPACITY FOR EACM GIVEN BEAM AND SPA OR NON- '� I I ' A� (4�06.� Tf�A�� i ON lo" GRAVEL �ASE i i I i L _ (q(� -Q" ,
COMGOSITE MEMBERS. FOR COMPOSITE MEMBERS CONNECTIONS SNALL SU P RT 73R � i F
OP THE TOTAI CAPACITY FOR EACN BEAM AND SPAN UNLE55 OTNERWISE �ED. STEEI ! � ' � - �.�`�_ - - - - - - - - - - - - - ?w ' � '+ � �� - -
SUPPLIER MAY SUBMIT ALiERNATE CONNECTION DETAILS ACCOMPANIED BY , I
CALCUUTIONS STAMPED BY A REGISTERED PROPESSIONAL ENOINEER I I I � - 7 '�>, __, B6 P� X �e° X IO" 2
RESPONSIBLE FOR TME CONNECTION DESIGN POR ENCINEER Of RECORD75 E IEW. �� � � I F7 � I � I �'� � I '�
D. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LE55 TNAN 3/18" CON I UOUS ' �I I � L J � ,,; i I
iILLET UNLE55 OTHERWISE NOTED. �_ -- - J '� � �__ ,J FZ BG � - -' TOP OF i � � � � � � � I ALL • 87 I j�b� X Co° X IO° Z
-'- ` � I O O I FOOTING C2 � I A L ST i �
---- ---- � 7�--
E. ALL WELDERS SXALL NAVE EVIDENCE OF PASSING TME AMERICAN WELDING �� ,� � Cq� OM� � C � C � I ` ST ��
SOCIETY STANDARD OUALIFICATIONS TE5T5 AS DETAILED IN AWS D1 . 1 . ' '"" ` -"'� -� - -�ITI �' "'---- � - - 1 Z - - .� - - -1 STEP I � r
F, PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND 'J ' ��- � ^��� ��" ��^��� ��_'� �: "" � • •' � �� � r - - - - - � � - - - -� ' - � rf � ':� ) SSU OR7
I ED F
ALL CONSTRUC710N AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE - . - - - - � - � �� I I I I I F3 � / ;�� / I �9 No. DATE COMMENT
COMPLETED AND SNEAR WALLS OR DECKS ARE IN PLACE. ' '� " + . FH FH i� i BS � �
C99 4 � I :' � B �J (9ro'-O") � �O OI � �9ro O' ) O BS � /.
_ � ' • • �A 03-OS-96 FOR PERMIT
G. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP r�--� r , f_ � . I � � � - � I , � ' l - _ _ - - - - - � - - - - - - - ._ - - y�� i ! � / �
DRAWINO TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY �- � � �� . ., , ,,. . . . . '% ' a !' ..,., ,. . . r - - - - 0�-10-SB
REVISIONS TO PIECE DRAWINCS PRIOR TO ENCINEER45 APPROVAL OF ERECTION -- � � � "" � �' " ''" ' �' " �' � ' � '�' � " ' �� '" ' "" ' I I
oe.ewir+cs. I I � T q�_�. - - - - - - - - - - - - � -, - - � , I � :' r - - � �� - - - - - - - - - - - - - - 7 J � 10-09-96 FOR PRICING
8. METAL DECK: � � I B,5 � Cqq -4� � I •i I I ,: I C99 -4 7 / � I �
A. DECK SMALL BE SNOP-PAINTED STEEL SHALL BE Oi' TNE TYPE CALLED FOR ON TNE I � - - � �, � - J BS BS � - '1 `. r - - � �° � ' / S� � ` + 01 -24-97
FRAMING PLANS AND SMALL BE CONTINUOUS WMERE POSSIBLE. I Z�- ° X P-O° G NTINLJOUS � I � - - - - - - -' - - - - - - - - � " � I ' '/ //_`�" � � • " � 01 -28-97
B. DECKINC SMALI BE INSTALLED AND ALL OPENIN65 IN DECK CUT AND REINFORCED � I FO TING WITH C��-� �, (o I ���•� - � + � .,; - , - �. � ��• � _ _ �� . �. -� ,. : � . � . . � - � - - i r . �, � - ' - ��� � - - Q 8 09-10-96 ASI 8
IN ACCORDANCE WITM MANUfACTURER'S STANDARD DETAILS AND SPECIFICATIONS ' L GITUDINAL ' L - - - - - - - - - - - J '�� / I -5' BG�- j 13 08-10-8G ASI 13
EXCEPT AS OTHERWISE NOTED OR SPECIFIED. I I '� I S7 � ', I I " ` I � � , � , �9� _p"� �
C. WELDING REQUIREMENTS SMALL BE AS FOLLOWS UNlE55 OTMERWISE SHOWN , � 4 _S i �,. � ���J � I �; I , � � �� � � ' F ' +,�. 1 � �� -� ' 02-07-97 BID SET
r N
ON DRAWINOS. � ��-��� I �_._. .. . - I I Q ' � �� E � �� ,.}I
1 . ATTACH ROOF DECK TO SUPPORT 8EAM5, STEEL JOISTS OR PLATES WITN S/8" � I I ����� lO . O O f, �•� � �;��( }^� js F 02- 17-97 BID SET
PUDDLE WELDS OR SCREWS AT 12". I ' ' I , I I _ I I ' '`� � �� !1' O ' ' ' �'��" �� ° / /:-�' �
WITIi S/8" DIAMETER PUDDLE WELDS AL 12" \ I � �� / ' y. -.__-` _-' _`��-� - i -__ . i � ' � '��`\` ,..\ � �. � � (4}-NS VEQTI�'AL '�,',;v� r� , , ` ^� "�� J /� �I�8 G 04-15-97 REVISION ONE
�+�-g�
3• NTTERMEOATE UPPORO EASIDE R SAWITNPPUODEL�ODECEACH36". � EXISTNG I - �'_O,I 4_� I N , Y a��,n / 1D 2 -.-- xi � (� xj �TE AT3-O"� � �� .%, i� : J'- , y�J:� � t` � � ( `�
2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS SMALL T i
� _ /' � � � � -O' Pr./i�7TE2
4. ATTACM FLOOR DECK PERMANENT CONCRETE fORM TO EACN I 1 3/4� �� I R1 i �
4 � - - � - �.�. PRE-GAST GOLUMi`I SG�-IEDULE
ENO L5 P IS M�ELDED TO EACM SIp E LAP PLUS ONE INTERMEDIATE � i� - -- ^\ \ � }� II `� I H Z��1TF� `� � r�.� �� , {� ��/��+
9. LIGHT-CAGE FRAMING: , m � I '' I�. . i � . �� . .. .. I I Q \'...,, I ,,\\ � � 3�� 4��Sn ' 4��5�� ¢' �' i " ,,� i 1O" L��, �! �'� � !� !✓ �,1. � '�'�� MARK COLUMN SIZE
WELD (THREE WELDS PER SHEET). I i i i I I �
A. LIGMT-GA6E METAL FRAMING SHALL BE TNE SIZE AND GAGE SNOWN ON THE I � r _ �f'' `
� I t ' I I � � 12'-2 I/Z" / � / <',
A370,I LATEST EDITION, COMMERCIAL 6RADE, WITH A MINIMUM YIELD STRESS OF 0 F2 � - I - � 0 1 2� -� I ��'_�II '�'-3' I�I_�II '�'-3u '�'_�" 17'_�_ I : "" •� , Z��` � C � �G�� X 4$'
� � '� � m '�'h N � � J .
8. FRAMINC ROLLED FROM STEEL 18 GA6E AND UGHTER SNALL GONFORM TO ASTM d1 , m I � ij �
35,000 P51. � �. � � \ �
C. FRAMING ROLLED FROM STEEL 16 OAGE AND HEAVIER SNALL CONFORM TO \ I � BS ' (9(0��� � 122 -� �c�(mS_0"� � 6 � CZ �Zu x 24u
ASTM A570, LATEST EDITION, WITN A MINIMUM YIELD STRE55 OF 50,000 P51. - I I I I �' '
10. NON-SMRINK GROUT: -� � � � �" �/ � p � '
A. NON-SNRINK GROUT SNALL BE PROV�DED AS FOLLOWS: FOOTNG STEP � I I r � FOOTNG STEP I � /� �..\ 3 ;' 4 5 6 � C� . ,. i
1 . BETWEEN COLUMN BASES AND FOOTIN65. TO MATGH - �-- - F3 I � O MATCH I :'' / \, ' � ` � ���. - . F � -��- '� � -' �--"'- -
2. BETWEEN COLUMN TO COLUMN CONNECTION IN MULTI STORY STRUCTURES. EXISTNG � � STNG � � ��_ _-..._.� '•�'^ " I
3. AT COLUMN TO BEAM CONNECTION AND/OR BEAM TO BEAM CONNECTION
(IF PRECAST BEAMS ARE CONTINUOUS). I � m L _ _ J � I i /�' , �
4. BETWEEN PRECAST WALL TO PRECAST WALL JOINTS. I ���� m I I
17 . GENERAL: I � B3 �j'/'-Q' � I / � / i.
A. ENCINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. r � � � I }�'
B. VERIFY ALL OPENINCS TNROUGM FLOORS ROOF AND WALLS WITH MECHANICAL AND I I I 8 � // � I O U I � � A T I O I I � 1� A � I GOT`IGRETE FOOTII`I6 SGI-IEDULE
ELECTRICAL CONTRACTORS. VERIFICATIOII OF LOCATIONS, SIZES, LINTELS, AND ^ I I O I S�I j /
REOUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. I -� BS � '�
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICA� EGUIPMENT OR OTNER � � _ _� N _ _ _ _ _ _ _ _ _ _ _ _ ���_�� _ _ _ J I i� j� ��8�� ' ��-0� RK FOOTING SIZE REINFORCEMENT
ITEMS TO BE A7TACNED TO THE STRUCTURE, ENCINEER'S APPROVAL OF CONNECTIONS � ' i
AND SUPPORTS SMALL BE OBTAINED. UNLE35 SPECIFICALLY DETAILED ON I ' ( i� � �� N
ARCMITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR L _ _ - - _ _ _ _ _ - - - - - - - - - - - - - - J 1 IOTES�
SNALL FURNISN ALL NANGERS, CONNECTIONS. ETC., REQUIRED FOR INSTALLATION OF
NIS ITEMS. (9ro'-1� / � 2'-6" X 2'-6" X 1'-O" DEEP C'�)-+�5 �GH WAY
D. PROYIDE ALL EMBEflDED ITEMS IN STRUCTU(tE AS NOTED ON ARCMITECTURAL, � I. TOP OF SLAB ON GRA�E ELEVATION = �OD'-d' UI�ESS NOTED
EMBEDDED IfEMS ANDCANCHOR BOLTS SMALL BEAFU NSSNEDSBYLSTEELSUPPLIER ._��'� OTHERWISE BY
AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SMALL FULFILL ASTM AS6. Z�� X P--CY OEEP FOOTNG ' � 'Z �J�-O° X 3��-O° X I��O� OEEP (j�-#S EAGH WAY FOUNDATION
E. PROVIDE ASPMALTIC MASTIC-COATINC ON ALL STEEL AND WOOD EXPOSED �O TNE WITH (j}-�IS CANTIN�OL�7 2. } � INDIGATES TOP OF STEEL ELEVATION.
EARrH. � 3. ALL INTE210I2 STEEL GOLUMNS SHALL BE TS 4X4X�/8 U.O.N. F3 4'-O" X 4'-O" X 1'-O" DEEP (4)-#6 EAGN WAY P V"1N
F. SUBMIT SMOP AND EREGTION DRAWINCS TO ENGINEER FOR REVIEW OF ALL �
STRUCTURAL STEEL CAST-IN=PLACE CONCRETE REINFORCEMENT, PRECAST CONCRETE
AND METAL DECK. TFIE MANUPACTURINC OR FABRICATION OF ANY �TEMS 4. GONT2ACT02 TO PFtOVIDE NEGESgARY SLPPORT OF EXISTING
PRIOR TO WRITTEN REVIEW OF SMOP DRAWINCS WILL BE EHTIRELY AT TME RISK AOJAGENT FOOTINGS DURING EXGAVATION / Uh1�E2PINhNNG. F¢ 4�-ro° X 4�-l0° X 1�-O° DEEP CS�-OS EAGH WAY
OP THE CONTRACTOR.
G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ESC., SNALL BE AS SMOWN �•��_4 ��2x ' �7�-4 ��Z�� �j, QEFER TO A2GHITEGTU2AL DRAWINGS FOR NON-LOAD BEA2ING
ON THE ARCHITECTURAL DRAWINCS AND AS INDICATED IN TME SPECIFICATIONS. PRECAST OR CMI.� WALLS. ALL r7UGH WALL ARE TO BE GENTERED S S�-O° X S�-O� X I�-Z� DEEP CS���S EAGH �.IAY
M. TNE USE OP CARDBOARD PAN FORMS WILL NOT BE ALLOWED. USE ONLY NEW ON A I���o�� X I��O� CONT�NUOUS POOTING WITH (2�-�S GONTIhUOUS
STEEL OR FIBERGLA55 FORMS. I_ONCaITUDINAL. (o'-Q" X G��O� X ��-�}° DEEP CB��*S EAGH WP.Y
I. TEE SLAB SURFACES SNALL 8E CLEAN, FREE OF LOOSE CONCRETE ETC. PRIOR TO 6 PROJECT No. DATE
POURING TOPPINC. G. [XXX'-XJ IhJ�IGA'1"ES TOP OF WALL ELEVATION.
J. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CMECKED AGAINST FIElO . QE% A�GHITECT FOR SLOPING TOP OF WALL. � i i . 2295 03 - 05 - 96
ARCMITECTURAL DRAWINGS. F7 7 -O� X 7�-O X I�-7° DEEP (7�-#�m EAGH WAY
� K. $PECIAL NOTE I: A4L PRECAST CONCRETE AND WOOD TRU55 JOISTS; AND ALL 7. �XXX�-�X� INDIGATES TOP OF FOOTING ELEVATION. ' ORAWN BY CHECKED BY
(MAJOR OR SPECIAL) STEEL, WOOD OR CONCRETE PRODUCTS �MILL REQUIRE SNOP I 8�-O�� X 8�-O�� X P-IO" �EEP C�I�-��e EACH WAY
DRAWINGS TO BE SUBMITTED WMICM BEAR THE STAMP OF A RECISTERED S. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LVSTED 1N '� FB MSH SMW
„ PROFESSIONAL ENGINEER. SOILS REPOR'T. �
w L. DO NOT WELD FLOOR OR ROOF SLAB ANC/OR TEE CONNECTIONS �{�-O X �I -O� X 2 -I DEEP (II�^N`<o EAGH WAY
g UNTIL SLABS AND/OR 7EE5 MAVE BEEN CAST AND ERECTED POR AT LEAST ONE WEEK. � �I. GONTRAGTOQ SHAL.L PLAGE ('�)-�5 VE2TIGALLY FIJLL HEIGHT F9 " ' ' ' " SHEET No.
7 OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHE2 THAN + �
p M. CONTRACTOR IS TO NOTtFY ARCNITECT AND STRUCTURAL ENGINEER IF DIMENSIONS . �}�-O IN ADDITION TO WALL 2EIhF02GEMENT SHOWN OTHEI2WISE.
OR CONDITIONS OF EXIST�NG ADJACENT STRUCTURES VARY FROM 7HOSE SNOWN L
q IN TNE CONTRACT DRAWINOS. IO�-�O" X �O�-O" X Z�-�° DEEP (8��#$ EACH WAY
n
inp 10. FOOTING ELEVATIONS SHOWN A2E MAXIMUMS AND MAY NEED TO BE LOWE2ED 1�
p�Z DUE TO SOIL GONDITIONS. VE2�Y GHANGE9 WITH ST2UGTU2AL ENGINEE2. OF "
3�� 11. ALL OPENINGS IN PREGAST WALLS THIS PLAN OYHE2 THP,N ELEVAT02 C012E'S
Wo< 5441 I GsF_ R'_�" 4P�nVE SLAP� I11.B_F_SS IJOTF_D lJTNE2WISE P�Y C �.
� � �� U ��J �� ' � � y � �,
Z �
�
� ' 1`10TE5= " W a o^ o
t. TOp OF STRUGTURAL CONGRETE TOPPWG ELEVATION a 116'-1" UNLESS NOTED v , ~ � ^
I r � I OTHE2WISE BY � W Z h � �'
I� ❑ I 2. F � INDIGATES TOP OF STEEL ELEVATION. � v
3. ALL INTE210R STEEL COLUMNS SHALL BE TS 4X4XP�/8. Q X
UNLESS OTHERWISE NOTED. U �
� i �' � 4. �{I � INOIGATES MOMENT CONt�GTION. O � r,
� ' I S. STEEL SLPPLIE2 SHALL 2EVIEW PREGAST SHOP DRAWINGS AND EXISTING y N C� CU
I �r—,,_ �-- � GONOITIpNS PRI02 TO PREPA2ATION OF STEEL SNOP DRAWINGS. ,^ o Z Z
� ro. ROOF DEGK IS TO 0E 1 1/2" - 22 GAGE INTERMED4A.TE 2� TYPE. Q � � Z Z
� � I �- ------ � ' 7. ALL PREGAST GORE WALL PANELg SHALL BE REI�.F02CED WITH (2)-�G � �
� - AT EAGH END (G02NE2), #6 AT 1'-O" VERTIGAL, � �S AT I'-4" H021ZONTAL. Q Z ^ Z Z
� 8. PREGAST WAI_L PANELS (OTHER THAN CO2ES) SHALL BE 2EI�F02GED Z Z � a C� J C7
�— WITH (2)-*� VERTICAI� EP,GH END IN ADDITION TO NO2MAL WALL 2EINFORGEM�NT. 4 U Z a Z
� , - R GF SHOP �LAN Q �.1
Z W U W
I I I q. 0 INDICATES GOLUMN DOWN ONLY. d. S W � W
I � 10. ■ INDIGATES GOLUMN lP AND DOWN UNLESS IT BEA2S ON GONG2ETE WALL � w O � O
`--�� L--� I 02 FOOTING BELOW, 02 IS LABLED LP ONLY. Z N
� � r �.., >-
i i �
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I � � ! , �— � . � � i�,_��� i�'-o" i2'-2 i/2" 1i W � .�.
� 21�_q�� � 8�_�� � I ���_3�� � � Z��_q�� � 8�_��� � IG�-3" � 1(o'_g � 1!a'-3 � � � G O
I
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`0' '�' (J PLACES � i � i i 'I' C� I� '
I � � I X 'y 'I�� � i � Z � � � 'y �'i j, f No. DATE COMMENT
I � � _ ; I � R i i {V � (J i i � A W�ZX�`} J JOINT IN HOLLOW CORE 03-OS-96 FOR PERMIT
W12X14 12X1 ENT W12X14 �} W12X14 113'-10"{
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��� -� SLOPING 2E: ARGH '� 01 -28-97
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W12X1 B T W1 X W12X14 jQ ,�Q ' � < < s � � ( � k N
X �C � � y : I 02-07-97 BID SET
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PROVID GONNEGTION �j � „ '
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OF 3/4' � X 3' FEADED ANCHOR � T -
STLIDS DIST20UTED EQUALLY �� ' / , `.� . i22,_O„
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GOMPOSITE METAL DEGK � ,,,,, �ARCHITEGT �, �
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METAL DEGK SHALL BE NJSTALLED � � ! �
TO SPAN A MINIMUM OF ('.�)-BAYS � � � X � /
EFFEGTNE MIhNMUM DEGK PROPE2TIES �� ! � � � �� j/
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10-09-96 FOR PRICING
01 -24-97
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�. FXXX'-X"; INDIGATES YOP OF STEEL ELEVATION. VE21FY � N w O �','' O
ALL TOP OF BEAM ELEVATIONS WITH A2GH. co � r W �'
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4. ROOF JOIST AND OUT21GGE2 SPACiNG raHALL WOT EXGEED '�'-G". � op
� . 4 . 5 3 4 5 6 7 $ 9 S. ALL 200F JOISTS SHOWN ON THIS PLAN SHALL BE (2)-12", 12 GAGE � � � n
112�-��� BAGK TO OACK FASTEhED WITH (2)-SG2EWS AT 1'-O". � �
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8. ALL 200F OL1T21GGE2S SHALL BE (2)-�", 12 GAGE G-SEGTIONS
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l I I MINIMLIM EFFEGTIVE PROPE2TIES Smin = Imin W � '- w
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01 -24-97
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F 02-17-97 BID SET
G 4-15-97 REVISION ONE
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WITH (4 -#5 VER'fIGAL - �'.� TIES � F20ST ALL ,�.� WING FOLINDAT�ON � � �i G 04-15-97 REVISION ONE
AT 1'-O�' AND (4)-�'.+ TIES ADDITIONAL � � � = 108'-8 p. � � I TS SX6XS/1G
AT TOP (TYPICP,L '� PLAGES) I I "i v1 N
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1. ROOF DEGK SHALL BE 1 1/8" 48 OC PLYWOOD SHEATHING.
�'OUT`IDATI01`I �IOT�S� 2. ROOF 6EAMS SHALL NOT EXCEED 3'-�" �AG�N�. ARLBERG
GOi`IGRETE FOOTII`I6 SGI--IEDULE '�. ALL LIGHT GAGE STUO OUT2IGGERS SHALL HAVE 6" WE.6 HEIGHTS RESTAURANT
I. DATUM ELEVATION 100'-O EQUALS AGTUAL ELEVATION 81ro4.'�' AND A MINIMIJM FLANGE WIDTH OF 2". �
MARK FOOTING SIZE RElNFORCEMENT 2. [XXX'-X] INDlCATES TOP OF FOUNDA'TION WALL ELEVATION. 4. 16 GAGE OUT21GGE2S SHALL HAVE EFFECTIVE P20PERTIES MIN GENERAL
SrtYn = I.00�n '� Imn � 3.�1 tn 4 ,
's. (XXX'-X) INDIGATES TOP OF FOOTWG ELEVATION. NOTES
F � 2'-G" X 2'-�0" X 1'-d' DEEP (9)-#S EAGH WAY S. ROOF SIPPORT GOLUMNS SHALL BE TS 4X4XS/16 UNLESS NOTED OTHERWISE.
SOILS REP02T. G. E � �NpIGATES TOP OF STEEL ELEVATION. VE2FY ALL TOP
4. GONT2AGT02 SHALL FOLLO ALL REQ EMENTS LIS ED
F2 's'-O" X 'S'-d' X 1'-O" DEEP (�)-#$ EAGH WAY OF 6EAM ELEVATIONS WITH ARGH.
5� �WALL A�T2 HIGH SIDE OFG AL�L W�ALL�STEAPS HIGHER THANHT 7. ' �' �-•F r- INDIGATES DEGK. ALL STEEL FRAMED OEGKS SHALL BE 4 1/2"
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F3 4'-d' X 4'-O" X 1'-d' DEEP (4)-#S EAGH WAY 2295 06 - � 8 - 96
<c. FLOOR ELEVATIONS SHOWN A2E AT TOP OF SLAB 02 TOP OF PLYWOOD
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PREGAS7 GOLID FLAT DEPTH EAGH SIDE AND S/1G ANGHORS AT 9" ON GENTER o
SLAB WITH TOPPWG X 1'-d` HORIZONTAL STIFFENERS AND 4 1/2" MININWM 1'-O" IIII=IIII°{II�=II{I=II41= /�/ V v+
2E: PLAN TYPIGAL GHIMNEY FRAME AT TOP AND BOTTOM FLANGE EMBEDMENT _ IIII-�III=IIII=IIII-IIII I.i� W �
P X 9" X 1'-0' GAP PLA I GONTRAGTOR BLOGK OF DECK 6EAM C o
' �° �°R�E S �' GTIO1`I 14 S � GTIO1`I 10 S � GTIO1`I 5 S � GTIO1`I 1 = � a �
3/4" = 1'-O 1 1/2° = 1'-O 1 1/2" = 1'-O 1 I/2" = 1'-0 O ^ Z
2E: PLAN � � G T I O I I � I � ~ � �
X W
9/4' = I'-0 GENTERLINE OF V � �
BEA2ING � � Z
2sEsEPLANEAM �� ����^����� 6EAM ROOF 6LOGKING �\a��V� T�WG RE ARGH. � Q � �
. E � '° � `�
3
� � OUT2IGGER VA21ES RE: A2GH. Z
. ��Z� 12" LIGHT GAGE IZE: SEGTION S
�O METAL JOIST �j �P�'P`N J 0Z
� 6 1/2' AT SIMILAR � ( 2E: PLAN CGX8.2 GHANNEL ha ' � � a
I � I I (GONTINUOUS) ; ' � � W
� . . V O
I I BEARING • • • . � . > � O
PAD BY `' ' '' " ' '
5 � G T I O N 2 4 PREGAST V N �
, . , . . . . . , : : . ,: . . . . . .
TS 4X4X1/4 � � BEAM POGKET SU'PLIE2
3/4" = 1'-O � STEEL BEAM STLB GOLUMN � � ' SEAL
RE: I'LAN W�H SX6X1/2 BASE . �
pLATE AND GAP PLATE • '
. , r. . :;. , .. � . , ; , . .
, LIGHT GAGE JOIST 02 �� � � � ����nur
• . .
,. , , . . :. . . .
EN12�EO PLATE 6Y PI2ECAST G02E STEEL BEAM 2E: PLAN ��` YAl.b�M'���
' P2EGAST SU'PLIER y �" �• �41" w 15 ERf'� �'�'y
i
ENBED PLATE N . � , STEEL BEAM WITH 1/4 , ,, . i ••� o'. I�, ,
BY PREGAST . r; : �
• ' • MAN�AGTURER • • e. 7� BENT PLATE 2E: PLAN 10" HOLLOWCO2E �• F':
^ ,.y • ; H 2��5 .
� � . BENT�PLATE WITH , W�T TRUCTU2AL �
METAL DECK �12 L 6X2X12 GAGE X K)' TOPPTI •*
. .,.
; . . • ,.
� .
• • ' 1/4" ST�FENER AY 2'-O" WELD t0 WE9 O� x • �'
L !o X � 1/2 X 3/8 ' • •. � 2E: SEGTION S 9TEEL BEAM AT EACH y2V,• `.�:� '
RE: A-1/S10 ` J015T5 AN7 A7"fAGH TO STEEL 6EAM ?IGHT �, lc ��• r�� {���
WELD TO EM6ED PLATE JOISTS WTH (6}-�12 SCREWS TO lk�1DERSIDE OF 4 ti �N � .•
� , 6LOCKING NOTE: NO LDADS MAY 6E PLP.CEO ON 6EYONO �EGK �,,�IfI „ �`� „����.�
SLOTTED METAL �EGK UNTILL ALL ���� � ���`
CAST W PLACE . � EMBED PLATE ��TQIGGER AND METAL DEGK
CONG2ETE WALL ' • AT 4'-O" G0�6JEGTIONS HAVE BEEN MAOE
RE: SEGTION S/S9
� ' S � G T I D N 15 F02 REIhFORCEMENT , ' �j �r G T I O N �
AT SIMIL.A2 �� ��� � � � N
P�/4" � p_p 3/4" = 1'-O � � � T ( O I � �
S � G 101`I 20 �'4" ° ''-°
� NOTE: OUT21GGE2S A2E 1 I/2", 22 GAGE
3,4 = ,�� � T I 11
WG SEGTION AT SIMILP.2 INTERMEDIATE 216 r ^
,��4„ s �,_� Q�- p�N TYPE METAL OEGK �
� BAGK TO BACK FASTEN�D SLOTTED TIGHT LIGHTWEIGHT `�
(2)-6 12 GAGE OUT21faGE2S AT OUTRIGGER TOPI'ING 2E: ARGH.
WITH (2)-SG2EWS AT 1'-O Z
�OR E�q6i�SECTION 2E: A2�. �
1/4" BENT PLATE /� Imin aa3.SOin4 . •. .. �. .
GOhITINJOUS ✓ 1 >
2� 1 '
N HOLLOLJ G02E � l! WORK POINT �
�' �� WITH TOpP9JG \O � Y G�X8.2
2E: ARGH
RE: PLAN /^ GHANh�L •
'Z���O '/ v � �� � GONT. SHIM AND BEARI '�; - � �
/ ' \ � PAD BY PREGAST . . .,., . ., , , •, � O
• � V , l Sl�'PLIE2 . _ Q
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LIGHT CAGE �
O (MTL DEGK TO JOIST OR O O
f"ETAL pEGK � OUT121GGER) STEEL 6EAM
RE: PLAN r ^
RE= PLAN GONT2AGTOR BLOGK � EXISTiNG OEG1C `� � (�
�
AND PDUR SOI.I� TO Q
STEEL 8EA 6.F.6 OF BEAM
RE: PLAN �OUTRIGGE2)� TO LINDERSIOE OF J
4'-O" MINIMUM STEEL 6EAM TIGHT /r Q
OEYOND DEGK O `` ,
0 NOTE: NO LOA�S MAY BE PLACED ON SLOTTEO � Z
� METAL DEGK UNTIL ALL OUT21GGE2 ANO METAL
DECK GONNEGTIONS HAVE BEEN MAOE.
� S � GTIOI`I � S � GT101`I � �
S � GTION 21 S � GTION 16 � W W
^ � ��2� a P-O � ��Z" = P-O
j/4' = 1'-0 'S/4� = I'-O � \ = I
�� � Z
(4)-'�/4"4' X 2 1/2" RE: PI ALNMN �� RETPLADEGK 1/4" GONTINUOUS �
WITH O�LESNUTS � � � BENT PLATE
WELD TO EMBED , � REII�FOREMENTANO
PLA.TE { ! 12E: PLAN I I RE P AN-U�DE
� i 1" SHIM AND �SEE�p,�EAM TS GOLUMN � �
ORY PAGK G20UT
0Y STEEL E2ECTOR ENBEO PLATE BY REs PLAN I I 2E: PLAN
( i I..�LD AFTER EREGTI I I
P2EGAST MAN�AGTlX2E2
I I ISSUED FOR:
! ; (H = 18.6K) (Fi= 5K AT 5�10..A2? r � I I
. � a WITH (2)-9/4' d A'�2S 9TWS I I � � No. DATE COMMENT
AT SNORT SLOTTEO HOLE � � � � . � 03-OS-96 FOR PERMIT
. 1d' HOLLOW GORE IN BEAM I I r��� ��
. � � I I . . , , oo . 07-10-96
ROOF JOISTS � � 0 �o.4°a°o °a,°a �9 OB-02-96
RE: PLAN • � � �+ •°�^� 10-09-96 FOR PRICING
2"
I I I� • I ���� 01 -24-97
LPSET pLATE BY ' � . � � � •, ���� 01 -T8-97
PREGAST SLPPLIE2 L loX10X12g e � � , GONC2ETE WALL 02-07-97 BID SET
3/8X14X('-2 WiTH ' • WEI�D ('� 51DES1 STEEL 6EAM RE: PLP,N � � , 2E: SECTION G/S7 F 02-f7-97 BID SET
(4)-'.�/8"N X 1 1/4" H.A.S. TO JOIST AND 6EAM RE: PLAN FOR 2EIhF02GEMENT
CENTE2ED ON ALL 5 � G T I O i`I 12 : I I ' G 04-15-97 REVISION ONE
STEEL GOLUMNS I I • FOOTING
I I ' RE: PLAN
3/4" = I'-O
• I I
✓ � G T I O � � � �r�.+�����..�� I I .� 2E: PLAN
� � � •
S � GT I DN 1 � S � GTIOI`I � � �o �. o o�a � � �:o � � � � ��� ���
3/4' = I'-0 -
1 1/2' = 1'-O 3/4° = 1'-O , . .. - , , , . .. ..
� 3 ' . � : . . •
, > ,S S ,S , � . � ,
Z
eek X 8'_O" AT I'_O" ;
° P2EGASTE2 NOTE: G10X1S.'� EMBE� PLATE DY . 'S' "S ' ' ' . ' J
4" X 4" X 8" OLOCKOUTS AT 4'-O" GONTINUOUS , � P2EGAST Sll'�'LIER ' '• ' •` � ' ' i ' � 'S • �
AT EYEBI20WS. P20ViDE QAMS \ . . ' . ' . �' . . � ' • , " . • ' ' • , , O[
2'-O" MAXIMUM AT ENDS OF BLOGKOUTS TO G��� �oXleX1/4 STEEL PLAT ARGH, PROVIDE . "� . • � � �1
PREVENT CONCRETE FI20M ENTERING � WEl�D TO TS FRAME
GORES F02 ENTI2E LENGTH. 2E: PLAN E�EOEpIATELD TO '' '• '' '• '' ' � ' ` . � '
10" HOLLOWCORE 1/2' X G' X G° CAP PLAYE 0 � METAL JOIS?S _ =
' , \ /^� � -��� ����
....... ���L����r � ^� ������r � � 2X4X1/4X i
HOLLOW CORE SLAB � (� } i y � 125�_9"
. . ' � WITH GONGRETE TOPPNJG \ � cor�rir�uous � • � �
. . . O � RE I'LAN \� 6ENT PLATE / � / / �
(L.L.V.) � � G T I O 1`I 4
, • �
, � 1/ i � i , � , . . , .
G, � � •� •• - - - � � 124'-4 3�/8" � i � / 1 1/2" = 1'-0
I I r� �� ' � ' \ O � � � � �
4 � � e4 x � 1 . � � � . .
^y � � AT 4'-O" � �
� I I - - - - - - - - - - - - - - ' -
I I GAST-IN-P4.AGE EM6ED PLATE
� � GONC2ETE �X'�X'S/8 GLP ANGLE
� � EYE620W AND GONTRACTOQ BLOGK (2)-ANGLE AT 91MLAR WELD ALL A20UND 7' PREGAST WALL
I I TE2RAGE A� POL1R SOLID 2E: PLAN
WITH CONGRETE
� � GONT2AGT02 NOTE: STEEL CHANNEL WITH
I I TENP012A2YrY SH02E EYEOROWS 1/4 1/4 X GONTINUOUS TS 4X4X1/4 FRAME
I I LNTILL GAST-IN-PLACE GONC2ETE STNIFFENE2T ATI JOIST AT 12'-U" MAXIMA
I I IS COMPLETELY GUkED, OR SUBMIT
METNOO TO BE 2EVIEWEO BY WELO TO TOP OF
I . I STRUGTLJ2AL ENGINEER. GHANNEL PROJECT No. DATE
' /�1 S � G 101� 2 � , S � GTION 1 � S � GT { Ol`I 1 � S � GT101`I � D� N e95 O CK D BY 96
3/4 � 1 -0
� �J�4 a � -�
� � 3/4" � 1'-O '�/4" = 1'-O
DEN SMW
N
�i SHEET No.
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Np
N^
a
mnz OF -
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