|
A. CODES AND STANDARDS
<br /> L 2006 IRC WITH A�N AMENDMENTS
<br /> STiFFENER PLATE n.c.i. eui�oiNc cooE �
<br /> 40'-6" PL i/a z
<br /> I �Z�-O�� �s�-Z�� 12�-4° O O ., O C O O O B. LOADS �
<br /> � CMU WALL �. DEAD LOADS ''�
<br /> ' BEYON� SUPERIMIPOSED OL ON PRECAST(6" TOPPING).....JS PSF �
<br /> Z
<br /> 2. LIVE LOADS �
<br /> I � FLOOR LIVE LOAD.__......_.....__.........__.._........100 PSF Z �
<br /> — — EZ BEDDEDx 6` WELDED STUDS WITH 3. WIND LOAD...........................90 MPH.............._EXPOSURE 9 �Q�
<br /> � �
<br /> 3 � � � 4. SNOW LOADS x
<br /> � I m
<br /> 1 a. ROOF GROUND SNOW LOAD........__....._.... ._50 PSF ,��
<br /> usi � I b. ce = i.o, a = i.o, i = i.o
<br /> �"z
<br /> 16" FLOOR x 6"PRECAST � 6" PRECAST I c ROOF SNOW LOnD..............._...................._........35 FSF ~m��
<br /> O I I 16" x 16" CMU d. DRIFT LOADING PER ASCE 7-C2 U,_-, -�
<br /> PSLA4TVERTEIAND g3 C. GENERAL ZawN
<br /> TRUSSES v ', PLANK I v PLANK O N - --- C �,—
<br /> 4 TiEs nr iz" �nTr+ (z) ,�Mz�
<br /> �> �> =X?RA AT THE TOP 1. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR THE D�SiGN, Wr�a 6
<br /> � > �I �~ I > _ I S1 -- INSTALLAiION AND MAWTENANCE OF ALL TEMPCRARY BRACWG AND
<br /> C7 I I C� O I SHORING FOR THE STRUCTURE
<br /> F- I I � i I N I D. SITE WORK
<br /> � I � � 1. CENTER FOOTINGS ON WALLS OR COLUMNS, UNLESS NOTE� g`�
<br /> W r�� �- � W ^� Q- OTHERWISE g�� �
<br /> � � ,�� I + ,��. _ exisriNc o �
<br /> � Gj � Gj EXTERIOR 2. COMPACT ALL BACKRLL AT FOUNOATION WALL.S TO AT LEAST 957.
<br /> �� I � P I � P WAL' STANDARD PROCTOR DENSITY �_� �
<br /> � Q�� 'I Q�� LWE �B� �n
<br /> �, ��.� i ��.� 3. FOUNDATION WALLS SHALL BE 6ACKFILLED IN A MANNER THAT WILL �
<br /> PREVENT OVERTURNING OR LATERAL MOVEMENT OF WALLS �a;
<br /> � I r � I =1I ��� 4. KEEP ALL FOUNDAiION EXCAVATIONS FREE CF WATER DURING �=W _
<br /> __ _ _.- __i_ �_' CONSTRUCTION ��J Q �
<br /> , II � � 0 � 10" '-a' 10" (4) ,�5 VERL E CONCRETc �a� o 0
<br /> � � � WITH 12" HOOK "' I
<br /> } �_--__� _---_-� Z 1. MATERIALS `�Z �
<br /> I I I � FOOiINGS..._........................._..... ._F'c = 4000 Pci 'N�I �
<br /> - n�.,r�,, n
<br /> I �j'O 1 - I S�'O I ; - SLAB ON GRADE................._..............._........_....F'c = 4000 PSI _ � o
<br /> u'SY
<br /> �/ p� t�i - � t� p � (6) �'S REMFORCING BARS.....ASTM A615....................Fy = fi0,000 °9
<br /> tr��� 9 ��T� �� �% .�J'e�,J 1VO SI �i WELDED WIRE FABRIC...ASTM A185..__............Fy= 60,000 PSI
<br /> { -'! � 2. PROVIDE CONTROL JOWTS W TOPPING 10'-0" O.C. MIN. SAWCUT
<br /> Ji�vi:�.�, PF` � � i— —��EW
<br /> � CONTRO� JOINTS IN SLAB WITHIN B HOURS OF SLAB PLACEMENT OR AS
<br /> +F,.� ..��� __ _ P�N SOON AS SLAB CAN BE CUT WITHOUT EDGE RAVELING
<br /> �'�{�C_.l �ZitO_^�,�T k--�^;;�".i I 1:C._,T�,�,� 1 xaie:t/4"=i'�a• �3) #s LEAVE EXISTING
<br /> , . . ��� 0 G L CE F. STRUCTURAL STEEL
<br /> F OTIN IN P A �
<br /> .' . � t�_t� 1. MATERIA�S
<br /> `. . .,.., ...�,,.r,�r�� � ' STRUCTURAL SHAPES ....ASiAI A572 GR SO......Fy= 50,000 P51 � I
<br /> � r :. : ..��:� �.,� � .•�a i 5 A; PvG7�D SECT ON STRUCiURAL TUBING............. ................... . .�..�46.000 PSI
<br /> PILASTER I
<br /> Z ANCHOR BOLTS......... . .... ..... . '••AS A307 �
<br /> . -...._ ,� s�ie:�la•=r-a• o
<br /> �1 1���i rr�: ;,,;;,.�"'C._��.:".�v 1 P Fct.:.iLC iSf� HIGH STRENGTH BOLTS.......... ASTM A325 � m m
<br /> `_ ........................
<br /> . _ . . . WELDING ELECIRODES.......................................E70Xx m c� c�
<br /> . ;0",-,i-._, �....'��'y�iu, ,:.`�tf'�:'!�Cn.A.i',..,.:Snd:l�Jt.''tSQlb �o�3 ;�
<br /> ,�ir G. PRECAST PLANK & 6tAMS
<br /> � - .'f;i��G.� ., ..�dl �.�:; (3r�7i':�.3i;.? LU�:.'�.i�ia afiCi «;iifl�(',yaap. �
<br /> • • .�'���U'�ti f��1BIT'.5��''�C<�:;.�GiiliY�OI?:'.Y�;ITS i8Y18ir, 1. PRECAST SUPPLIER SHALL PROVIDE SHOP DRAWINGS
<br /> �_� l;i�,: r�_,-'.i`d .�7���:'i .���:�11 ;`�.!�_�t:.�a.�
<br /> 2. ALL WELD�NG REOUIRED OF P�ATES, BARS, �NSERTS, ANCHORS, �TC.,
<br /> SHALL BE DONE IN CONFORMANCE WITH THE AWS "RECOAnMENDED
<br /> 12'-0" t6'-2' . �2'-4' PRACTIC.S FOR WELDING REMPORCING STEEL, METAL INSERTS. AND �`'
<br /> z
<br /> I3/a"SUB-ROOe CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION Q
<br /> � }' CONCRETE TOPPING 7 GROU'ALL JOINTS BETWEEN PLANK s
<br /> i6' TALL TOP CHORD BEARING EMBE�DE� PL 3/8 x 2". 4"WITH(i;3/8"x 2 RU68ER A/EMBRANE EMBE�DED P'�3/8 s 2"x 4' z
<br /> iRu55E5 A7 24"O.C. �/2"wELDED STUD P7 4'O.C. 6"PRECASi wITH(1)3/E'x 2 1/2' �p- 4 ERECT PRECAST MEMBERS IN SUCH A WAY AS TO PREVENT UNDO C
<br /> CONCRETE PUNK WELDED STUC��AT 4'0-C. � '/4 ROTATION OF SUPPORTING MEMBERS; SNORE AS REOUIREO �
<br /> a
<br /> DROP EXISTING RENOv�(1)COURSE OF `L
<br /> E%ISTING STEEL BEAIA W 14 x 30 STEEL 6EAA1 4" EXIS7ING BLOCK ^ Z
<br /> 1/2�DIA. ANCHOR 80LTS v O
<br /> STEEL 6EAIA �
<br /> AT 4'-0'O.C. i BOTTOAA PLA�Pl 1/2 x 6 �TMP.) �, Z
<br /> � W 14 v 3� � Z �
<br /> 6 3/4 � Q�D��� � BOTTON PLATE PL 1/2 x 6 J � O
<br /> r�j � � O O
<br /> i � '�z TYPE X WAIL BD.TO R�F �` � c
<br /> ' IF CEII.Il�G IS U�ED FO� -
<br /> ���J��• STEEL BEAM
<br /> !��J W 10 x 30 (H = 10.5" W = �.81")
<br /> Fii�EW�+�..L THBN SUPPURTING RooF �oAo =
<br /> 1200 LB/F7
<br /> l,�.'��I� 11tI�1�`T AI..S�O BE I'RC�CTP�D
<br /> �TS TAPED-��RA�E��tEI".�O�C�I: T----------------------T �
<br /> oQ
<br /> � s i�s x s i/s s i/z x s i/z � Q
<br /> I w
<br /> PSL COL PSL COL. Z ❑
<br /> , + te ,,,:.:� �..��:. .� � m (PARAL�EL STRAND m a
<br /> I a LU�16ER) o li � �
<br /> �...�.. .��� —._---- � o l! � I� ! � ;
<br /> � �� ��;�� �� �:���t-� a
<br /> - � �
<br /> � �:�—���.���� � -
<br /> .�.
<br /> � I 3'-0" j 18._�. I .�,_�., u. m
<br /> p� p�, �--��- � I^
<br /> #;i�.'�.�G. ii � � 1�;:��"i:"'.l' ��"�L',��.T 24,_�.
<br /> CROSS SECTION
<br /> � {Snr�O,�C.C: lO trTCC rb� 3 Sm":`�Z•_`-0• OH DOOR ELEVATION ",' S�
<br /> E�.�S � 4
<br /> Sc��e:1�4.=1•-0�•
<br /> � �'L'�L`?� RE'� f°�`x'�,���f�CTB �� .� ,���� ��
<br /> � L��../�r R Y.�Y.. ,�•�� '�1 4� { � � s-�
<br /> , ..__.. .. .. ... ..._.._ _ fI ,3 '� . X
<br /> 1 t
<br /> __ _._ ._ ....._._...._ 4�� .;x.'s ��:� ���� S1�-
<br /> � �'lc�2n 2�fi�c�/c�
<br /> 1�-�/Z�12c�. �!i—CX�9�
<br />
|