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. ROOF FRAMING NOTES: � o
<br /> ��
<br /> 1. SEE SHEET S0.01 FOR STRUCTURAL NOTES.SEE SHEET S0.03 FOR TESTING AND � � � �� �
<br /> � CANOPY BELOW 4 5 6 INSPECTION NOTES.SEE SHEET S0.05 FOR TYPICAL DETAILS. ��
<br /> � PER 2 2 3 O �N�
<br /> S7.01 � � °��
<br /> � ,1�
<br /> 2. STEEL JOIST DESIGNATION IS SHOWN AS TOTAL LOAD IN POUNDS PER FOOT OVER THE LIVE Q N c,
<br /> LOAD IN POUNDS PER FOOT.
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<br /> �
<br /> TOP OF DECK TYP BTWN o LL�
<br /> TYP AT I
<br /> SHTG ELEV I T JOIST , � � ,� � 28�,��� 2$'-0" 28'-0° � C 0 T �,�o .
<br /> 3. JOIST GIRDER LOAD DESIGNATION IS SHOWN AS TOTAL LOAD IN KIPS OVER LIVE LOAD IN Z ���
<br /> 28'-0" 28'-8° ' 28'-0" 28'-0" 28 -0 28 -0 28 -0" KIPS ON EACH PAN E L P I N . � (^ �M r
<br /> 2 3 v
<br /> S4.01
<br /> 54.01 4. AT EACH COLU�riN SUPPORTING JOIST GIRDERS,STEEL JOIST MANUFACTURER SHALL (f� �N�
<br /> - _�_.__. �_..�. __.__,:..__,: ..:,._,..__„_�... _�_.,...v: , _
<br /> M A T C H T H E B E A R I N G DEPTH OF ALL JOIST GIRDERS FRAMING INTO COLUMN. W Z�� .
<br /> _�.__�._.____.._��___..___ �
<br /> _._�___..,
<br /> F
<br /> _.....,. _..�._ ..._.
<br /> „ .�.--- "'�- - - _._.._ L4x4x1/4 L4x4x1/4 L4x4x114 L4x4x1/4 L� � Q N
<br /> ; ._._- __.M._ ._�_ _
<br /> _._...__ ._-�.---- _..__ L4x4x114 `t'4x4-x114 ._. ._,, L4x4x114 L4x4x1/4 L4x4x114 L4x4x1/4 - � `
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<br /> .n ^µ„y , ✓{ ` ,mJ __rr , �_...__ AT EACH JOIST GIRDEWWIDE FLANGE BEAM SUPPORTING STEEL JOISTS,S
<br /> , _ LL m�W�_ THE B EPTHS OF ALL JOISTS MWG IN
<br /> __ _�-� � _ ��_ _-
<br /> _.___.���.�__e_��m��r_ _.._.
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<br /> ._.._._ _._w.� .. ... �._ .
<br /> MANUFACTURER SHALL MATCH EARING D FRA �F 5�
<br /> _._ �. �_
<br /> GIRDEWWIDE FLANGE BEAM. �
<br /> . � E �
<br /> 6. STEEL JOIS7S AND JOIST GIRDERS MAY HAVE NON-STANDARD BEARING NEIGHTS,STEEL iO �
<br /> �;, �
<br /> DETAILER TO COORDINATE HEIGHT OF BEARING SEAT WITH JOIST MANUFACTURER. ��; � �,'
<br /> � - UNLESS NOTED OTHERWISE STEEL JOISTS SHALL HAVE 5"JOIST BEARING. � "' �
<br /> � ��
<br /> 20 GAASC PROFILES ': ��
<br /> DGB-36 ROOF DECK,(3) ` L ``
<br /> SPAN MIN,ATfACH PER 7. STEEL ROOF JOIST SUPPLIER SHALL PROVIDE BRIDGING FOR STEEL JOISTS PER STEEL , i � � �:
<br /> SCHED-FACTORY I JOIST INSTITUTE AND MANUFACTURERS RECOMMENDATIONS. IN ADDITION TO LOADS � Y
<br /> PAINT WHITE L 5 x 5 x%6 I SHOWN,BOTH JOISTS AND BRIDGING SHALL ALSO BE DESIGNED FOR A NET UPLIFT OF 12 � L � g
<br /> � � � �FRAMING AT psf. � � �� ^ , o ���r
<br /> SKYLIGHTS, � ^W U �
<br /> --_______� �z _.�._r sa ___.._ � ._�.�...._ .. _...._.__�_.�_ �....._
<br /> ""`""'"'""' TYP 8. STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR LOADS ; (n L1. J � �
<br /> � DUE TO SPRINKLER SYSTEM. CONTRACTOR SHALL COORDINATE AND PROVIDE JOIST (f� � �
<br /> ; .
<br /> � X � �
<br /> � _...._..-_.. MANUFACTURER WITH MAGNITUDE AND LOCATION OF LOADS. JOIST MANUFACTURER � � �
<br /> __ � � .
<br /> �' _._ _ _ � - - --- N . SHALL BID 2501b "ADD LOAD"AT EACH JOIST U.N.O. CONTRACTOR SHALL ATTAGH POINT � N
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<br /> 4 ( LOADS TO JOIST PANEL POINT OR. PROVIDE ADDITIONAL FIELD INSTALLED ANGLE WEB ,; � � � �,;;
<br /> }�Q . I REINFORCEMENT. ' •� � O
<br /> } 9. STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR ANY � � � 3<
<br /> � 3 6 L H 3 7 1 1 2 5 0 A T 1 0"O C �o T Y P U N O A D D I T I O N A L S P E C I A L L O A D S A S I N D I C A T E D O N T HE STRUCTURAL DRAWINGS.THESE LOADS �` � �
<br /> SHALL INCLUDE SNOW DRIFTING,MECHANICAL EQUIPMENT,AXIAL SEISMIC FORCES,CHORD Q �
<br /> FORCES,ETC. AXIAL LOADS IN JOIST AND GIRDER TOP CHORDS AS INDICATED,SEE `'' /7 1 � �
<br /> GRIDEWJOIST AXIAL LOAD SCHEDULE. �� �V 'p ��_
<br /> T �
<br /> I 10. STEEL JOIST MANUFACTURER SHALL LOCATE,SIZE AND PROVIDE ERECTION BOLTS AS � '� v, � '�' P`
<br /> � � � � n
<br /> 5 1 ' REQUIRED. STEEL DETAILER SHALL COORDINATE LOCATION OF BOLT HOLES IN ALL CAP PL, i �� J � � '
<br /> I29'-9112" 29'-9112" �.02 29'-9 1I2" S4.02 29'-91/2" 29'-9112° EMBEDS,ETC. ^ �
<br /> 48G 5N 20.1 K 53 48G 5N 20.1 K 53 48G 5N 20.1 K 53 � � � .
<br /> 4 N 19.9K 53 � W �
<br /> E _ 48G 5N 19.9K 53 8G 5 0 : .
<br /> TYP 11. LOADS DUE TO HIGH LIFT OVERHEAD DOORS HAVE NOT BEEN INDICATED IN THE ROOF >
<br /> TYP 6 DESIGN. CON7RACTOR SNAI.L COORDINATE SIZE AND LOCATION OF FRAMING REQUIRED � ` m
<br /> 1 .
<br /> S4.01 TO SUPPORT HIGH LIFT DOORS
<br /> � �
<br /> S4.01
<br /> I ' � � a
<br /> � ^ �
<br /> 29'-9112" �
<br /> 12. X'-X"INDICATE TOP OF DECK ELEVATION AT THE IOCATION INDICATED }, �
<br /> �
<br /> � � x �:
<br /> � 13. A7 SHADED REGION STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS FOR 1000 �, � m �:
<br /> LBS POINT LOAD AT ANY TOP OR BOTTOM CHORD PANEL POINT AND STEEL JOIST GIRDERS �� � v a
<br /> FOR 1500 LB5 POWT LOADS AT TWO ADJACENT TOP CHORD PANEL POINTS TO ACCOUNT ,;
<br /> �L 4 x4 x, /4 FOR FUTURE MECHANICAL UNITS. ='
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<br /> � . . . . . . . � . . � . � � - .. . � 3��Woo . � . . .
<br /> 14. SKYLIGHT AND ROOF ACCESS SHALL BE FRAMED WITH L 5 x 5 x;6 UNDER EDGES OF ����¢» �
<br /> OPENING PER DETAIL 8lS0.05. ��w��`� `
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<br /> 30'-11° 30'-11" 30'-11' S4.02 ��� � � V�S T��o�S T �
<br /> 48G 5N 19.9K 53 48G 5N 19.9K 53 48G 5N 20.1 K 53 48G 5N 20.1 K 53 48G 5N 20.1 K 53 �^ � �� �� AX 1 A L S E 1 S M 1 C �
<br /> �
<br /> � - TYP 6 � O •; _
<br /> TYP � , „ S4.o, � L OA� S C H E D U L E r � � o �
<br /> ' S4.01 30 -11 �
<br /> � �
<br /> ' MARK AXIAL SEISMIGLOAQ(ULT) REMARKS � � � � � o �
<br /> � � �
<br /> ; � V� � M N
<br /> O E=2.9 KIPS �, � � � ;
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<br /> 1D E=10.1 KIPS �$ � Q
<br /> . . . . . . � . . . � � . � . . ' H � - . � � .
<br /> I � � 5 � � � � 12 � E=11.7 KIPS � � ������ �.'; �:�
<br /> , ��. �
<br /> 54.01 ___...�._._....
<br /> TYP BTWN -_ -_ _- . -.. ___ ._.___� 36LH 3711250 AT 10"OC �o P UN0�"__.._
<br /> ,� 53 E=53.2 KIPS
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<br /> .._,. . ... � �� :
<br /> � ANCHORAGE � �� � � � � � � __..� _.� _�.� � � a�: _. �
<br /> OV _ . __._........... _.�__........__._._ F � �
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<br /> L4x4x1/4 0 �
<br /> 98 E=98.2 KIPS ' w � a
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<br /> �-�� �2 zs5 � 196 E=196 KIPS � � � � �
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<br /> �, N 295 E=295 KIPS 'F � � �
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<br /> � STEEL JOIST/JOIST GIRDER AXIAL SEISMIC LOAD NOTES: �� � � � � �_
<br /> � ' z Q � '
<br /> 1. E=ULTIMATE SEISMIC LOAD CALCULATED IN ACCORDANCE WITH ASCE 7-10 SECTION � LL� i
<br /> ,:
<br /> _.__ _ . .,_ 29'-9112" 29'-91/2" � �€
<br /> �._�_. 29'-9112" �
<br /> � � � � „ 4 29,_9112„ __ - 29�_9��2° 29�-9��2° - 12.11. Em=ULTIMATE SEISMIC LOAD CALCULATED IN ACCORDANCE WITH ASCE 7-10
<br /> .._.__�.._ _...... '
<br /> 29 -9112 S4.02 29 -9112 54.02 _.._.. ..� _._.._. ..._... �. . ,.. _ ..__ _...� . . . .
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<br /> ..,_...:_....,,.w.,.... ... R�Yt
<br /> _�_ 0 2439
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<br /> �_.��..__...__- _. w_.,.. ; SECTI N 1 �:
<br /> 48G 5N 19.9K 53 48G 5N 19.9K 53 � � M �
<br /> .___� ___._..�... _,...... _.__ _ � . _ ..
<br /> ___ �-. ; _�_-�
<br /> �,, �- � ��
<br /> ' C - - - x 2. STEEL JOIST MANUFACTURER SHALL DESIGN TOP CHORD OF STEEL JOIST/JOIST GIRDER � � m ��r
<br /> TYP 6 � _._. ._.,�_.w.r._.._ _.,,_�_..___.� .__.__ �,,._.._.r.._ FOR AXIAL SEISMIC FORCE NOTED IN THE SCHEDULE. E ai � � �
<br /> __._., •-
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<br /> �____�__ wW..,�. . :_��._ e�, �� ..�_ __.�.�_ o +�
<br /> S4.01 29'-91/2" S4.01 2 3 2 �� ~. ° �
<br /> S4.02 S4.01 S4.01 � . v � ��
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<br /> TYP BTWN JOIST TYP AT JOIST ( � � `' -
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<br /> 5 TYP BTWN
<br /> S4.01 ANCHORAGE �
<br /> V� ._�__..�...�...__ 36LH 368/250 AT 10"OC �a .�..._____---�-- _
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<br /> S4.01 4 TYP AT WALL = �
<br /> TYP AT �,
<br /> ANCHORAGE S4.01 ANCHORAGE -
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<br /> TYP JOIST TYP BTWN ■ � � .
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<br /> T A C O M A•SEATTLE•SPOKANE•TRI-CITIES ,� +.� � �
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<br /> 1�0'-35° � 2215 North 30th SUeet,Suite 200 Tacoma,WA 98403 cL/�
<br /> 8 253.383.2422 TE� 253.3832572 Fnx vr.vw.ahbl.com �
<br /> � 3/32" = 1'-0" � ry�'` ���
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