|
d-
<br /> w �
<br /> Q N
<br /> 0 I
<br /> �
<br /> O
<br /> Z =
<br /> Q d
<br /> � �
<br /> � d
<br /> �
<br /> Z
<br /> 4
<br /> N
<br /> NOTES: NQTE: SEE DETAIL �
<br /> 1. TOF� & B4TfOM TRACK T(} METAL ROOF PANELS 65/SD4 FOR NOTES. , , MEi`AL RQOF PNVELS F ���s-� 'Z' PURL�NS PER PLANS �
<br /> BEAR DIRECTLY ON STUDS. � �, W/ {2) �12 TEKS 16GA MAG-GIRT �
<br /> PER DETAIL 23/`SD2 i j RER DEfA1L 2�3�SI32 ��� .
<br /> 2. USE UGHT GAGE SHII�S Ihd '�, IIW H E R c3
<br /> B(3TTQM TRACK TQ ACGOUNT � � ; � r , '�` ��., � �' �� TD VERTICAL GIRT TYP ( E RE4UIRED)
<br /> FOR SLAB lRREGULARITlES. , , , , ` ' �"�. :� �. � �. �12 TEKS AT 12" OG =
<br /> ' , � I � -.` �\ `aa � _... � `� ta
<br /> � U Tt?P CHANNEL PER PiANS ��
<br /> f I IM� (2) �12 i�EICS ; ` � �� �� � �� .; � � �� � : 4" tutAX AIR GAP BETWEEN z
<br /> , s � . ,�� ., � - �`�`` `�.
<br /> E4GN SEDE 0�' PflSTS ; lJ TOP TRACl� PER PLAN ��-` �`� `� ! �.� ` PURUNS ANa PARTlTION PANELS 2W DECK PANEL �
<br /> � . . � �.,
<br /> , , I I 4"x�" BOX LEDGER ' ��` �.`.` '`. �, `,r � ���� PRRTIIIQN EDGE IS FIELD CUT
<br /> U TOP CHANP�EL PER PLAN � I �' ` �
<br /> E
<br /> Wj {2} �12 T�KS j i r� � � �, �� � �:`� � , j .� ' AN BE SNARP �
<br /> ��
<br /> .` ,�
<br /> � ���� �,.,4 �� � �\� \� � ��\ \� � • �� MAY I
<br /> Q
<br /> EACH SIDE OF P{?STS �� �i i . . � �� , � " ��� ���,. � � MINI CLIP �0 DECK `�� � \� EDGE TRf�A AVAIIABLE AT � � �� � _ �
<br /> , C H4RZ GII�S PER PIAN � C HORZ GIRTS PER PLAN ., � �.��� � �� ,� �`
<br /> ; I ` " " � � ,� " " i ��� �� , • ��,�� �� . ���`. � �' • � .�� � ADDI710NAL COST �,
<br /> � � � � � W� (2) 4.138�x1 SHOT PIN & CLIP Td GIRT � �� ��� �� _ ���`� � I'
<br /> W/ 3 x3 x14GA CLIP W f 3 x3 x1�A CLIP � �� :� �� �, �
<br /> � � �' `�� � � w� �2} #12 �EKS �_ � � _ ,
<br /> ��
<br /> 26GA WE}RZ N1AL� PANELS W � iZ TEKS � �. '�~ ' �� � �`� � �� � � ` ' '�Z
<br /> , WJ {4) #3 2 T€KS � � } � � � ��`�. � � ��, � � � �� �_�'� � =r � � �
<br /> 26GA HORZ WALL PANELS � i " TO tyIRT AND P�ST PE�2 DEl'AIL 22�SD2 . T4 GIRT AND POST �`��� � "�,ti . ���'' � I �'���•� ���; �: • V�`� •,� �� � �0.�'w Qo �-
<br /> PER DETAlL 22 SD2 � � , "�h��_ �� ��pq �\\ \"� ` �� ��,�i A � � , � � Q n� `�rn c�`�o
<br /> � , � F j 'r ,, ` s '' ,, RTIT�ON PANE� P�R �,,;�� � >, \:`\ i L 4 x2 x16GA ANGLE TYP ��, n�� �
<br /> � , � , � ti.� \�� � �� FRAMING SCHEDUIE � ' ��; �; � � � � \:`-J , . » » " T 6" OC ��� LJ � �
<br /> _ � : �.�: ,� .`�. • ;;; ._ � . ,.�� , K A
<br /> , , � „ _� �, � �� �., �. L 2 x2 x t SGA VERTICAL GIRT IYP ; ° ��, �;
<br /> ' � W� �12TES o
<br /> LINER/SHEAR PANEL PEf� Pi.,AN � s � LINER/SHEAR PANEL PER PLAN \� ,._ ,�, . �, '� ��. . ��. ;
<br /> ��� TO 2W DECK AND TflP 1RACK �+-� m o
<br /> ' I j G POSTS PEI� PtAN � ; ��,,`�. � \� �� �� `� � � , �� �Q
<br /> 'C' R05TS PfR RLAN � � ; r � � �`;,� �. �; � � �:�\� �A � �� � � co
<br /> i � � ��. � . • �`^,.. �--.., . �„ � ,� ``,-.` �� Q Z� � 4
<br /> ���,.. �. ._. � ,.a ,.��`�=. �\. A � �a �'�W L.
<br /> ,' `� �'`�-�._ �_ � ��� � ��_ � � � MINI CLIP TO SlAB � � (��� �
<br /> I � ` �" ��° � � W� {2) a.138�+ x 1" SH�T PIN ` ' �'U' TQP TRACK PER PlANS `�"a ��� �
<br /> ' � =`�'� � �� ��.� ,�.' 2'x2"x1$GA VERTICAL GlRT � �� ; � � k
<br /> . � , . ' '` . , �� `' `' � , �u
<br /> U BASE TFtAGK PER PLAN U BASE TF�ICK PER PU1t�1S ���� , A �.,�., � � ��� , ���, �.
<br /> 1RAGK TO COMCRETE PER PLAN ' ' ��� � . ����, 1 AT �-0 � TYP ��. � . � �� , � � � - o
<br /> TRACK Tt? C4NCRETE PER PLAN �� (�) �32 1EKS ; �, WJ (2� �12 TEKS � �` ;��� ��;�.��� � �,.,.� �C GLJP TO GiRT f � ���� �'
<br /> 1 SPEC �
<br /> �= w
<br /> ( IAL 1NSPfCTION REQUIRED) �
<br /> J I EACH S1DE OF POSTS s ' EACW SIIJE (3�" PL�STS � � � - W 2 12 TEKS ' � �".�o
<br /> (SPECIAL INSP�CTIQN REQUIRED) W� 3" MIN EDGE DISTANCE � � ,�� � MINI GIJP TQ SLAB �; �� ��`�� ��� �� I � ) � � > ��5 � �,
<br /> W 3 luilN EDGE DISTAh#CE � , " � „ � � �`_� . � . . " � ` d o� � co
<br /> ! � � � �—a o� w/ .��s x� s�oT � �� ��: � �.� � �/ t�) o.����X� s��T ��r� � cuP �o cia� � ���� �
<br /> . 1 � : , i t �Y� `�
<br /> 5'-0" OC W/ ,138"x1" SHOT .. AN� PIN AT 2'-0" (�C TYP _ ____._ __ � _. ._ ___ ._� _�. ___ .� ,ry •� �� W/ {2} �12 TEKS �=.., �.,� METAL PARTITION PANEL ' C POSTS PER PLANS ��� � `�'
<br /> AND PIN AT 2'-0" OC lYP � � � ���'r � « ������•����/� PER PIANS __� _�.��.. =o� � �
<br /> i,,�.. R� �� �,��� �,..� o ,�
<br /> _ � _ R �' ,�� �-� (�n .fi �
<br /> � 1 ��,�, �11J � i
<br /> ~�� U ,.
<br /> FULLY SHE�TED SIDEWAL..L. 3r� FLR} �� STEEL ENDWALL �3r�d FL�R� �4 NaN-BRG VERT �lRT INSTALL VERIICAL �IRT IN�TALL�4TION 2W DECK �_� . o Q
<br /> n _ ,_ A » , N 6 3 6 2 T O S T E E L W A L L A T H I G H P A N 6 � o�Q � �
<br /> SCAlE: 3/4 - 1 o sc�: �/4 = � —o sc��: �fa°=�'—o° scr�: � 1/2� = i'--o» sc�.E: � �/Zp = �'—o� �Q _ �'
<br /> Na�s: No�: s�� ����
<br /> 1. T{7P & BO�TQM TRACK T(} BEAR 70jStJ4 FOR NQTES.
<br /> DIRECTLY 4N STUt?S. --1, _
<br /> 2. USE UGHT GAGE SNIMS IN 801TOM �� � � � � � � � ��'" ���Qa�'�T� ��� �?- HORlZONTAL. GIRT ��( �� � � 7 'C' STUDS�'L' 1�RT GIRT PER PLAIVS TO CMU RIER
<br /> TRACK TO ACCOUNT FQR SLAB i , � �, � - �� : , �� i t' � P�R FRAMk�� SC�#EDULE ; ��i� � PER FRAMING SCHEDULE �j c ---_--_� W� (4) 1�2°0 KB3 EQ SPACED (48" MAX)
<br /> IRREGUTARITIES. TRANSVERSE SHEAR WALL ; ,; 1M 2 12 TEKS iQ EACH STUD I I
<br /> 3. T�FIE RQflF POSTS ABOVE I�UST BE i I , 'U' TQP 1RACK PER PLAN � � ", '�' ���, ��� ��� �� PER f'LANS ATi'ACW TO STUDS 'i i f '� � ) � �� ; I W/ (2} #12 TEKS TO EACH STUD � ; - -- i W/ 3 1/2" MIN EMBED
<br /> W� (2) �t2 TEKS � i I � � (WHERE 'C OR 'L' ME�IBERS ARE ON BOTH SIDES OF WALL
<br /> DIRECTLY OVER P0.S��STIJDS Ol� �I ; I : I � WI �2) �12 TE1ES WI ��2 TEK SCREWS I � I, �� - �� • - � � „
<br /> � PARTITiON TO POST WITH #12 -- - -, STAGGER ANGHORS W/ $ MIN SPAGIN�)
<br /> EACH SlDE OF P�STS ' ' PER DETAIL 1 51.3 i �� I I) I �I , , _
<br /> FIRS�f fLOQR. I ' � ; ?� F.AGH �IG� (7f RQSI� � � � I MEl'AL PARI'TtI�N, j �; � � SCREWS, PER DETAIL 1�51.3, ! -- �
<br /> , ,
<br /> ; --- ,
<br /> I I , f � SCREhN PATTERN �2 TYP I �,
<br /> � ; ; i � A�ICHOR F'ER PER FRAMIH� i ' � t SCREW PATTERN �2 TYP , . �
<br /> � ; , � �� I FRAMING SCHEDULE SCHEaULE I -
<br /> � � 'C' H9RZ GIRTS PER P1�41V i E; I � , -- - � METAL PARTTfION
<br /> 26GA HUR� WRLL PANEI� ' F `G' HQRIZ GIRTS PER PLAN � C M U P I E R S W A L L S
<br /> 26GA H(3RZ VMALL PANELS � ; � • A ' � ��
<br /> � PER DETNl 22 SD2 ; ;% W ° � � ) � � � i 'R � ��;� � LONGITUDINAL SHEAR WALL �,.___�_.����_� ��- ''�. _i _ � _ � _��_____ �___._. F'ANEL TO ANGLE T4 @E S�LID GROUTED
<br /> P E R I 7 E T A I L 2 2 j S D 2� , W 3 x3 x14GA CLIP j / 3 x3 x14GA GL1P - � W/ �12 TEKS
<br /> W/ (4) #�2 ��s � � ; � �� x � 3 4 � ,
<br /> W/ �4) �12 �KS � ' � PER PIANS TYP � -�_� ��.�._i :� �, __��___- _� PER DETAIL 1 51.3
<br /> � � �
<br /> , TO GIRT AND POST TEK SCRE1N AT 6 OG TYP �
<br /> , --j -- -.._ �� � � � , , �
<br /> TO �IRT AN� PaST - ; r -
<br /> i ___�_______ ,_ i ,� �-.'-� - --- -- �.- i � � -- -_ '' �12 TEKS PER
<br /> � ; 1 , � ��
<br /> i �
<br /> 'C POSTS PER PIAN � 'C� R'QSTS PER PU1N = � ¢ ��-_�.��.� � � _ --r �;-- � - _ ��.� ----_ _ -- � -- i --- _ -- -� �
<br /> 1 + � DETAIL t 5�.3
<br /> � LIWER��HEA� PAN��. P�K PLRN ; �. LINER�SHEAR �AA�IF�. PER Pl.f�f _ �� � � � ° �
<br /> ( , � � �; � i, � � 'C' PQSTS, ,�� �;, 3 � MEtAL PARTITl4N
<br /> ' , ; � ;
<br /> � � , � PRRTITION TO POST WITt9 �12 I ii ' � PER FRAMING S�HEDULE �=� �
<br /> � I , : � 3 ;�� i i � � x a �� �1 �� � i, i � � ,
<br /> �
<br /> U BRSE TRk P R U BASE 1RACiC PER P N �_ ---
<br /> �K ER lA w �
<br /> � LAN g L 2 x2 x18GA RN �
<br /> I
<br /> , At� GLE �12 T�C SCREWS �CREWS, I�Ei2 QETAIL 9/51.3, ; �I ; _ �
<br /> TRACK T4 CONCRETE PER PLAN � I yy� (2j �12 T£KS �� TRACK 1'� CONCR� RER PUW ' � � W/ {2) �12 TEKS � � � PER DETAIL 1 jS1.3 SCREtN PATTERN #2 lYP �I � i , =
<br /> (s�ci� iN��cTior� �EQui�Eo} � � ` 1 � � �) � ; ��� � � � �� �
<br /> �' i EACH SIDE �F POSTS SPECIAL INSPECTlON REQUIRED � � EA�H SIDE OF P4STS I �
<br /> M � � Il SCREW PATTERN �2 TYP � � I �12x1 3/4" TEKS � � _ - _Y'; ``' � � � , � j
<br /> W/ 3 i�IN EDGE DI5TANCE W 3" �IIN EDGE DISTi4�iGE ' � � � � ; � � � �� - ___
<br /> ' ' � f ` C� S�JDS PER � AT 6 OC TYP
<br /> 5'-0' OC W� .�38"xt" SH4T � � � � . � a� ; !� I I . � . ' � � � C �R �.
<br /> � . ' — $ , �. __. __s___ ______ _ �-
<br /> F
<br /> AND PIN AT 2-0 OC TYP `:� � AND OPIN AT ����1�C H� ! _ �, FRAkAING SCHEDULE � ;` _i�' ,� , I i , -_-- _ �,' � 1/2�4� ANCNQR
<br /> � --
<br /> ��
<br /> � t
<br /> �
<br /> ti. �� , -�
<br /> _�u. ,- 1 �-- � - -- PLAN VEW �
<br /> �� -- - --- -- �
<br /> FUL�Y SHE�D SIDEWAL 2nd � ' ``
<br /> L ( FLR) �o S�EE�. ENL�WAL� (2nd FLR) �� WALL [NTE�ECTIt�I� WA�L INTER�ECTiON
<br /> �� �� PARTIIICJN Tt� MASC�NRY PIE�/WALL ��
<br /> scA�: 3/4� _ �'—oM scA�: �/�" _ �'—aM SCALE: T �/�� _ ��—Qp sc�: � �/2� _ ��—op sca�; �/2» _ �'—o„ �
<br /> �
<br /> �
<br /> : s � r � r : i r � � r � .. � �
<br /> X x'Y' s C U X x'Y C U � v ,`� 'C' POSTS ,, U-PANEL UNER PANEL PER PLAN �
<br /> MN SIZE SCNEDUl.E BOX BEAM SIZE SCHEDUI.E _ U
<br /> TRANSVERSE SHEAR WALL 18GA HORIZONTAL GIRT � r
<br /> 4 x4 4 x3 1 2°x14GA 4 3 16"x3"x14GA 4"x6� fi"x3 1 Z"x12GA 6 3 16"x3"x12GA ; ,j (SEE Pl.AiV FOR PER PLANS ATTACH TO STUDS � PER PLANS Wj (2) �12 SCREWS � ' _ -� � _
<br /> 4"x4° 4"x3 1 �"x1 2 G A 4 3 1 6"x 3°x 1 2 G A ORIENTAT1dN TYP M ,, 'L' 2"x2°x186A VfR�ICAL ANGLE
<br /> - - ' � � W� � 2 SCREWS � , � AT �,4,CH CONNECTION TYP I i -�
<br /> Ji �
<br /> - - - - , , -- TO EAVE CHANNEL AND �ASE CHANNEL =
<br /> - - ; PER D�TAIL 1�S1.3 ' i � -��
<br /> � �� (SCREW PATTERN �2) TYR �) 'L' 2�x2"x3�16"x3 1C2" ANGLE � � � -�_ - - - - Wf (�) ��2 x 2" TEKS �
<br /> W/ (4) �12 SCREWS TO STUD ; ' _- _---�
<br /> �12 TEK SCREWS ��' �"x2"x18GA � I VERT GIRT,/PART�TION TO POST � j i a, - -�
<br /> � „ iIE��ICAL GiRT �fYP " , , � � �P � __ �_ ___� _...� „
<br /> 12 TEK SCREWS Afi 6 UC W/ � 2x1 3/4 TEKS C 4 x18 GA STUDS !' ; ' � �
<br /> A 7' 6" O C E A C H S I D E T Y P � SPACED PER DETAIL 1 51.3 TYP i l I i - -- i �12 TEKS RER t7ETAIL 1/S1.3
<br /> � PER PLANS TYP � L Q N G I T U�I N A L S H E A R W A L L _ __ ,
<br /> , �� _.
<br /> �,c,a s��E �� {w� ra� sv��ac�) I �� -- l r , , . .
<br /> PER PL74N� 'Fl`P � I �
<br /> - - - - ___ _ � L 2 x2 x18GA ANGLE �
<br /> -- -- �.- _ I I _� _ �
<br /> � �i I __ �____ _ ��T� ._ i
<br /> � — -- — — �; I --- -��� ��- --�-�_.__ ._ � �
<br /> � - — � :
<br /> ` � �� � '� � _— - —� '
<br /> �� I � ; � , i _�_ _ _ �. �' �
<br /> ---- --- i I � ��._.��a.��� , � �._..__�.�_.�_e..__.�e�..� •-- -- � I �
<br /> _ _ _ _ _ _ � �r ,
<br /> MEfAL PARTITION �
<br /> � c..3 � >— c.y � � �-- —_
<br /> ' j� PARTtT1QN Tfl POST - _ �� r � i I - � -- �-
<br /> ; ��� �/ �12 r�Ks b I � __ _ �'`L � (z} �1� X z� ��s �
<br /> ,I (1} �12x1 3/'4'� SCREW � �� �12 SCRENVS ' '�,� �i U-PANEL LINER PANEL PER PLAN
<br /> PER DEfAII 1/S1,3 7YP AT 6 OC TYP � ; PER DETA(L 1 jS1.3 j � - _ ' � *
<br /> � �� - - -
<br /> ��� , � �IETAL PARTITIQN ! �� j J�; (SCR�.lN PATTERN �2) TYP I ; - _—_ � PLAN V�iN
<br /> X PER PLANS TYP �I I �; ' i =--_-- � �
<br /> � �� ' � • I (1) �32 S�REW I I . _ - � � METAL PART1TlON RANEL �
<br /> � TQ ANGLE WITH 12 SCREWS �
<br /> E , C 4 STUDS I� _ �
<br /> �X �I_UyN B�7X�All� ' � ! � AT 6° OC TlP ! i, _
<br /> _ � PER DETAIL i jS1.3 TY�
<br /> I�� PER PUWS TYP �---°- - -
<br /> - -� - � �
<br /> �
<br /> N�T USED _ TYPICAL BC1X G�}LUMN AN[� B{�� BEAM -��. P�►NE� INTERSE�TlO►� AT PC�►�T � WALL INTERSECIIC�N P�FiTi11aN T �'
<br /> .� �2 �3 WALL � � W W
<br /> sc�: �„ = �'—a° sc���. �� = �'—o° sc,�. 1 �/�" ' 1'—Q" sc�. �/2~ _ �'—or � �
<br /> � �
<br /> NOTES: � �
<br /> 1. ORIEIVTATION OF BOX COLUMN AND 'C' BEA�AS PER PLANS �, 1 p �• �
<br /> BASE CHANNEl. ARE DETERMINED BY W/ {20} �12 TEKS HORIZGINTAL G(RT -��� � �I ',,. �,',,fr- �.
<br /> THEIR LOCATION THROUGHOUT TNE I TO POSTS EACH SIDE PER FR,4�iING SCHEDULE � �� �,� � p � I t�EfAL PAR71TlON 12 TEKS PER 1 S1.3 �
<br /> BUlt�ING. �� • � W�(2) �`i2 TEKS � ,� �� � METAL PARTITIONf �12x1 3�4 TEK i' i SH�AR WALL PA EL � � � � �
<br /> ; a e TO EACH POS1' I �j 'I SHEAR WAl1 PANEL AT 6 QC TYP I, � � '
<br /> 2. T�iE PREF�'ERED PO�T iNSTALLkTION � � �� • � y ; �; �i PER FRAMIN� SCWEDULE �, � PER FRAMING SCHEDULE '� _ - � �
<br /> IS CENTEREp IN TH� BASE CHANNEL , . � � , � �_-- � �__ _____e. __� __��_K__ _�_ W
<br /> HOWEVER, IN SOME SITUATIONS THE � ; : � : � METAL LINER� ;� �� �� i b �AEI'AL LII�E�2 ;I�� ; • � a « � �- ��� ��_1 PARTITlON PANEL PER PLAN �
<br /> i I, �12x1 3j4 T�K � L 2 x2 x18GA �---
<br /> BASE GHANNEL AND BASE PLATE MAY ' . SHEAR WALL PANEL ; „ SHEAR WALL PANEL � '� VERT[CAL GIR7 �__--.----.-- � -�--- - --�
<br /> PE� �fiAMAING SCHEDULE �' PER FRAMING SCHEDULE ;� � � _. �,� _._ Q �
<br /> I
<br /> ; I , __ _ _ _
<br /> ____ __--______ ______ _._�_.. ___ _____ �
<br /> BE OFFSET. RT 6 C�C W
<br /> 3. DQUBLE BEAiuiS ARE SHOWN, - .�' i
<br /> ASSEI�BLY 1S Sft�ILAR WHEN ONLY A ; • ' � __ ---. --- - _. ��__ __.� .._ - --- _I �--- -- �� �__ _,�� f - - - - - � . + � �
<br /> ' � � � ` � - - -�
<br /> SINGLE BEAM IS REQUIRED. � C P05T5 PER PLAN s � _ -- -- ---- --- - __ __ ___ __ _- , � __ _. __ __ ._. _._ .__ _.- � _ .__�_ _________.__-,.�-! �
<br /> 4. PRQVIDE ADEQUATE BEAluI/CQLUMN ' BACK T� BACK ' . , ' BOX P(7ST PER Pt.�NS . ; ; I ',' ;�------- --- --- , -� _-_- --- - ---j ' �
<br /> BRACING. U 16GA CAf' CNANiVEL NOTE. EXTERIOR WALL NOTE. EXTERIQR WALL � � � I
<br /> SEE At.SO D�.TAL 74/SD4 ( _ _ �
<br /> H�RIZ GlRT NOT � , ' -
<br /> 5. DO NOT REMQVE BRACING UMIL ; ; ' WI (1U} �12 TEKS ; ; , CLIMATE CONTRQL 1NAll Nt?RfZ GIRT NQT w 1 ` �`. CUMATE CONTROL �--_____:�__ _�:__-__== - �._____.�.��_� w
<br /> - -- r
<br /> `
<br /> � _��_
<br /> SHEAR WAI1S, Rt�OF, OR FL�QR DECK � EACH S1DE �F CQLUMN SH�WN FOR CtARtTY �I` � _l SH04VN FQR CLARfiY � � ` <, WALL PER PLANS ��- A • �_ A _-_ -- i ,_ ►J--
<br /> 12 `EEKS AT 6" QC > .�-
<br /> ANQ CQNC ARE iNSTALLED AND CURED. ; � 5 ' SEE 15jSD1 �' SEE 15/SD1
<br /> STAGGERED , ' - _� _;__ ___� _.__. _____ ___._ _-� = t--
<br /> 6. IN MUI�TI ST4RY BUILDINGS Pi20VIDE ' . �12 TEKS AT 6 QC -- - - j �' ' ��I � _ �__. _- - -� �- �
<br /> , , EACH SlDE _ _ _ , --- - '
<br /> b ' � �'�, � � � • I W .
<br /> � I �� � I � �
<br /> DOUBLE POSTS OR BQX P4ST ON ALL � 2 �1 2 EXP ANCH�JRS ; - � -- - - - - -- �
<br /> _ ,;� __ �
<br /> FLOORS B�LOW WHERE THiS CONDITION U 1 ; -- � , - ._�._ ___ _ ___ �___ __�_
<br /> 6GA CONT CHANNEL 1NRU B�ASEPLATE AND � � � �_.___� _
<br /> s ,
<br /> r � ' ' i I-- _- - —— - ,
<br /> occuRs. � wI (�) #�� ��s : c�N�� ��r� cor�c�� • �� � � � � ' '� _� SECTK)N A—A �
<br /> 7. AT F1RST FLOORJ4" FRA�iING USE A � A BASE PIATE CONCREfE ANCHf3R � CONGREfE ANCHOR � v�_ _-�" — .- ' _�- _ - -- -�
<br /> EACN StDE TO COLUMN �+/ $ �11N SPACING TYR p�R Nt}TE �� PER FRRMING SCFlEQ�1LE - - - -_ _ - _�
<br /> 4 3�8"x0�-9" x 1" THlCK BASEPLATE, '�� ���_ W�ANNEL MUST BE 12GA -� e ' � • � � HORZ METAL SIDING PER FRAi�IING SCHEDULE HORIZ METAL SlDING � _ _ _ � ! � � ;
<br /> A T S�C O N D F 1 fl O R/4" F R A M I N G U S E A • • . ' �
<br /> 4 3/4"x0'-9" x 7 f 8" THICK �8. E N 1 0 1 N L E N G T H M(N T Y P � � U B O T T�M/T Q P T R A C K P E R D E T A I L 2 2/S D 2 'U' B O 1 T O M i f TOP TRACK P E R D E T A I L 2 2/S D 2 ,-_ -_ __ ___= r= =_ -_ __.___ , P O S T P E R P L A N S T A M P
<br /> BASEPLATE. '�' -�''�' •�.`�'' PER FRAMIPIG SCHEDULE PER FRAl�ING SCHEDULE � _.__ _._ _____ _.__ -•_ _I _._- _ _� (SEE PLAN FQR OR(ENTATIQN) G.��,� w.R ' �
<br /> W/ (2} �12 SGREWS T� 'C' STl1D PER FRA�AING SCHEDLUE yy� ��� ��� ����y,J� �p 'C' STU� PEa FRAMING SCHEDLUE - � y
<br /> C�LE PC�ST DOUDLE POST W� CAP �X C�LUMN EACM SIDE 4F EAGH STUD TYP FACH S1DE OF EACH STUD TYP � �
<br /> s���oaua�roe�r � �' `�
<br /> DOUBL� B�AN��S �9 UVALL. INTER�ECTIt�N DETAIL �S WALL INT`�R�ECTIQN DETAII� � TYPICAL PANEL z
<br /> LAP �� � �
<br /> �7 � �
<br /> SCRLE: 3/4" = 1'-p" SCALE: 3" = 1'-d" SCA�E: 3" = 1'-0" " > " ����'�,�T������
<br /> SCALE: 3/4 = 1 -0 rs�aNnL ��'
<br /> EX}'IRES: OS-18-l5
<br /> DATE fl4--30-13
<br /> DRAWN PJPH
<br /> CHECKED MRD
<br /> J08 N0. 1211
<br /> SCALE AS NOTED
<br /> DRAWING No.
<br /> R�. 01
<br /> .
<br />
|