|
i
<br /> 01440A DIAPHRAGM SCHEDULE 0 4 ROOF FRAMING PLAN NOTES: 9 TRANSF�ER AIPACITY BEfWEENOJOSTTIAND NAILER4x2'2�OODFSCREWS � 8"OC, ALTERNATE SIDES. LOAD
<br /> 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND 51.2.
<br /> FOR 0.131"QJx2 1/2" NAILS IN 3x DOUG-FIR LARCI� [1 , 4�] 10. ROOF JOISTS AND GIRDER TRUSSES ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL
<br /> 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. UNITS AND PIPING. CONTRACTOR TO PROVIDE THE TRUSS/JOIST SUPPLIER WITH A DRAWING SHOWING
<br /> NAILING AT BOUNDARY 4 4 � * THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER � •
<br /> NAILING AT �JTHER NAILING AT INTERIOR CAPACITY PLYWOOD 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER LOADS. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO
<br /> TYPE AND CONTINUOUS PANEL EDGES PANEL SUPPORTS (LBS/FT) THICKNESS BLOCKING NOTES 5 5 DRAWINGS. SUPPORT MECHANICAL EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION.
<br /> PANEL EDGES
<br /> 5 O2 3 OO 3 2O 5 T STL 11. LEDGERS ARE REQUIRED WHERE ROOF SHEATHING INTERFACES WITH CONCREfE WALLS. REQUIREMENTS
<br /> Ol 0,131"�x2�/2" NAILS � 6��OC 0.131"�x2�/2" NAILS � 6"OC 0.131"�x2�/2" NAILS (� 12"OC 200/265 15�32" NO [2] 4. X -X INDICATES TOP OF STEEL T STL ELEVATION AT JOISTS T STL = B DECK UNO• AT PER PIAN.
<br /> � � ) � � � ) �
<br /> o .� GIRDERS SUPPORTING OPEN WEB STEEL JOISTS (T/STL) _ -5" FOR BEARING SEAT DEPTH. STEEL
<br /> 02 0.131"�x2�/2" NAILS � 6"OC 0.131"�x2�/2" NAILS 4 6"OC 0.131"�x2�/2" NAILS @ 12"OC 300 t5�32" YES -- 4 4 "' JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO. JOIST BEARING SEAT TO BE 3". 12. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING.
<br /> 5. ROOF SHEATHING TO BE /32 APA RATED OSB SHTHG WITH NAILING PER ROOF DIAPHRAGM SCHEDULE. �3. IYPICAL DETAILS PER:
<br /> 3 0.131"�x2�/2" NAILS � 4"OC 0.131°�x2�/2" NAILS � 6"OC 0.131"�x2�/2" NAILS � 12"OC 400 �5�32" YES -- 50' 83' 20'20' 40' 20'20' 100' 33' 15
<br /> � � * * * * * * * * * 6. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400/200) INDICATES TOTAL 9/S5.1 ROOF FRAMING AT SKl''LIGHTS
<br /> 0 0.131"�x2 /2" NAILS � 2 /2"OC 0.131"�x2�/2�� NAILS � 4"OC 0.131���x2�/2" NAILS � 12"OC 600 15�32" YES [3] g' g� LOAD AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS. 11/5.1 ROOF FRAMING AT MECHANICAL UNIT � � � h I t@ C t S ,
<br /> STAGGERED
<br /> * *
<br /> 0.131"�x2�/2" NAILS � 2"OC �� � �� .. �� � �> » 15 ,� 7. TOP CHORD AXIAL LOAD (TC AX LD) IN ALL GIRDERS IS 66 KIPS. THIS IS AN ASD LEVEL SEISMIC
<br /> 5 STAGGERED 0.131 �x2 /2 NAILS � 3 OC 0.131 �x2 /2 NAILS � 12 OC 675 /32 YES [3] LOAD. TOP CHORD AXIAL LOAD (TC AX LD) IN ALL JOISTS IS 13.2 KIPS. THIS IS AN ASD LEVEL 2505 Third Avenue
<br /> * BREAK DIAPHRAGM TYPES AT JOIST LOCATION
<br /> SEISMIC LOAD. Suite 324
<br /> NOTES: seattle, WA 9812'I
<br /> 8. NO NET UPLIFT IS REQUIRED FOR THE OWSJ DESIGN. ROOF JOISTS TO BE DESIGNED FOR A NET
<br /> [1] SOME DIAPHRAGM TYPES NOTED MAY NOT BE USED ON THIS PROJECT. UPLIFT LOAD OF 5 PSF. 206.720.7001 phone .
<br /> [2] CAPACITY PARALLEL (200) AND PERPENDICULAR (265) TO CONTINUOUS PANEL JOINTS.
<br /> . 206.720.2949 fax
<br /> 3 F AMING AT ADJOININ NE ED ES A BE " 1
<br /> 4 BO NDARY NAILIN CCURS A ER M E 0 BUILDING AND AT GRID LINES F AND G. www.craftarchitects.com
<br /> [5] CONTINUOUS PANEL EDGES OCCUR AT JOISTS AS S WN ON PLAN.
<br /> C r �-./ �_/
<br /> ,
<br /> �
<br /> ) i
<br /> � S
<br /> 3
<br /> � % f
<br /> i
<br /> £
<br /> I 4 �
<br /> � � o
<br /> � � �
<br /> � 0 � Q � £ Q � . OM W �
<br /> , .� � .� � , �. . .. � » � .. � ,> > Q
<br /> �., '-0� 28 -6 j 28 -6 56 -0 � 56 -0 � 56 -0 € 56 -0 56 -0" 28'-6" 28'-6" 5'-0" ` � �- Z
<br /> `� � ' ' � '�" � �' '�' i�----j,.`� � � �
<br /> � � ; � ; 3 � �
<br /> 3 . � , �
<br /> i .T PANEL ' � �
<br /> � f �
<br /> � � i � ; � �
<br /> � ? s 2 -10 /2 f - !
<br /> T PANEL : € � - ; ; � T PANEL
<br /> �
<br /> � 18LH400/250 ; t , � ; 3
<br /> 37'-9�/2�� � � 10�-0'�OC � - � ; � - 1�LH400/250 � 37'-9�/2°
<br /> ` ' ' ` - 10'-0"OC � "
<br /> € ; `
<br /> � �
<br /> f
<br /> �
<br /> I f
<br /> ,
<br /> 11 € �
<br /> i
<br /> 19 20
<br /> 28
<br /> ❑ I
<br /> ❑
<br /> � € ❑
<br /> ❑ �+
<br /> ;
<br /> ;
<br /> :
<br /> : . . -
<br /> . . , , €
<br /> . . - ; -
<br /> ......._....................� ................ .,,,,,,,,,,,,,,,,,,_�_.� .�..,..................:.....................__,�n„� ..........,.............................................. .......................... :........._............... ................................................... ............_.,..,,,,,. ....................... . - ,
<br /> ........................................, ..............._.,�__ ..... »,_ .. ... .. .....................,_»»,..................:.........................
<br /> O �
<br /> ; . , . . . . .. ............._.m_._.,,,,�mm�................ . . .. ..... : ... ........... . .. . � �
<br /> ..... . .. : :
<br /> „ f i OTHER PANEL EDGE E � V
<br /> ' .. �
<br /> 12/S5.2 (2) 5/g � A36 BAR� ; 12/S5.2 0 £ 1 € 12/S5.2 � � � �
<br /> � 12 PER 3/S5.1 SIM ; T PANEL r f 3 N o 21 � 4�x10� SHEETS OFFSET � a � � �
<br /> �, �p - 28 -1�/2 S5.2 �$ � 2 0 EA JOIST BAY 5 „ 27 � 29 i
<br /> � � o (2) /g � A36 BARS � � N �
<br /> 12/S5.2 � `, ; � 12/S5.2 CONT PANEL EDGE P E R 3�S 5.1 S I M 12 S5.2 � W
<br /> ��i ........................................_..
<br /> W21x68 13 ; 14 15 ! 16 17 � W27x114 22 23 € 24 �5 € 26 W21x68 /
<br /> ;
<br /> ,
<br /> -
<br /> ......................................... .....o....
<br /> 5
<br /> , ,
<br /> �
<br /> �
<br /> �
<br /> �
<br /> � ; F =
<br /> ........ � .. .................... ..... ......................� _.._._.�. ».. ... ...... ,. ...
<br /> �................ ............ ... ...... ........ ........_.................... ......., ..............__ ...... _ ..... .....,.»»»..»,. ;,.._.n,_.,_.,,,_.,», .......... ........�»,_,..,,r, ....................... ......,. .__ .,, n, .. . .....,., ,.... .,... _....r..m.._�.. ... ....................... ......... . ,...»... , .... ._. .....�......,,,,,.,.,, _._.... .............. .. ............ ............... ............._........ .......... ....................
<br /> � ; „ ��.... ...... �...», ... ...
<br /> . , . , „ n,..,,, , ,. ._.., �,
<br /> 4.8 �" �0 � - , �s5.2 � . ... .. _ ....;
<br /> O .. ... .. . ». . ............ ... ... ... ........ ._, ... ... .. . :
<br /> ... .. ... ..
<br /> , . .... 30 ... .....
<br /> � SHTHG � ,ri ❑ � '....._4.�
<br /> �
<br /> � » �„ -- -- cn �
<br /> (3) 2x6 28 -7 � ��, � HSS2 x�/4 BR CING (3) 2x6
<br /> E ; � 9' 0"OC TYP ` €
<br /> € f
<br /> a Y Y � Y DRAG STRUTS f ❑
<br /> � � � � � --- -- o -- -- 31
<br /> f � ;
<br /> T PANEL f ii u E u � 0 11/S5.2 �' € Y � Y T PANEL CONSULTANT
<br /> 35'-9��2» � o o € o o - m Y � N , � 35 -9 0
<br /> i � � � �/2„
<br /> � x E x - - �.n ; �n
<br /> I � ' �
<br /> o Q f a ; � � ¢ � �f II �{ II � o
<br /> � � � � � N �' �� ` 0 E � 3 �
<br /> f f � - - - � � � �- � � '
<br /> ; J � J
<br /> i € o x: ¢ '� ' � � � � � � � � ��p
<br /> ; � = N: 1 X
<br /> � �� ' SHTHG � N � ¢ ~ � � ; 818 STEWART STREET• SUITE 1000
<br /> � ' �, " ` � 32 ; SEATTLE, WASHINGTON 98101
<br /> � ` 33'-1" � -- -- _� ��o ~ ; ,
<br /> 3 � � F i PHONE:(206)332-1900 • FAX:(206)332-1600
<br /> 6�S5.1' � j WEBSITE: www.dci-engineers.com
<br /> :
<br /> ;
<br /> - . -.�..........._...... ..._... . a
<br /> 48G6N21 i K ' 48 6N21.8K � 48G6N21 8K ': 48G6N21 K ; G6N21.8 � 48G6 21.8K € 48G6N21 ; K ; 4 C I V I L / STRIJ CTU RAL
<br /> 4 W 4X6 g' K�i PEfZ S5.1 � � � � � �� � � O OO Copyright O6/2016 D'Amato Conversano Inc. All Rights Reserved �
<br /> � � � 6/S5.� This documenl,and the ideas and designs may not be reused,m xhole or �
<br /> �7 �� in pah, without written permission from D'Amato Conversano Inc.
<br /> t �'� � HSSL X��4 BR CING 4x6 � 48 OC D�Amato Conversano Inc.disclaims any responsibility for its unauiharized use.
<br /> ; �-- �- �
<br /> ; ,�; �; ; 5/S5.1 �; ,�', � C� 16 8"OC lY � ? � FIRST (6) BA
<br /> . I � � � � � � � � m �� � f � � STAMP
<br /> ,.�� ,.;�, � ��,, � r�-� cn � DRAG STRUTS � � �- �W/ MST60 ST AP
<br /> , 6 � £ ¢ �, � �ACROSS JOIST
<br /> :� I o o � 33 � o �� E . B
<br /> �
<br /> „ � � Y - - - o - ; -- � i �� o� WASN 9
<br /> 4x6 � 48 OC � = N N � i m � c�, > , _ t,��'
<br /> � � r ��
<br /> FIRST (6) BAYS �n �n X o
<br /> c� Y �'�i,�> o
<br /> o W/ MST60 STRAP Y u u N T a Y i Y ' pp o � �;�,;�
<br /> � ACROSS JOIST � ; o o � � � � ` � I `� � �
<br /> ? J J E O �
<br /> o � £ `� t x x N oxo II ! II E II � ,,n I
<br /> 2/S5.1� < �� ¢ ; Q � o ; o � ��, jl„� 29759 ,�c4 ;�;
<br /> ; £ � ; � `: U - -- - - o - ��o J i -� ; �j ��RaL ���_ �� >'
<br /> N O z t�' �
<br /> a � i ~ i ~ � X � X € � 4SS �(-x
<br /> X I���r%��� �,
<br /> � � Q £ /SHTHG � � � ' � 34
<br /> 3 � ; 4'-��/2" < < ; Submittals/Revisions:
<br /> 3 ; ; ; I �
<br /> � � ; ; S �
<br /> � � � ; ' I ; � :
<br /> 44 6N21.OK ; G6N 1.OK : 44G6N21 K G6N21.0 ; 44G6 21.OK `
<br /> 3 ..................................�......................:............. . 44G6N21; K
<br /> ; ,
<br /> � W 4x6 � KG PER S5.1 � �'� � � �' ° �
<br /> - 44G6N21. :K �2/S5.1
<br /> ..........._�........................................... ........._ ..O 0 CITY COMMENTS 07 07 16
<br /> � € W 4x6 B �G PER S5.1 / /
<br /> _ , ;
<br /> Y
<br /> � ; tI� %
<br /> � � ; € N � o � � 1 ` �
<br /> p 3 Y � \� Y i � / � � � � t�(n � Y �� �
<br /> � M �l (n �
<br /> N = 4❑ � °�'° u�-� o °0' m ', x � �,, � 35 �
<br /> o Y � � r� v� � I
<br /> II II -� - � - � -- N � �� � N
<br /> 4x6 � 48"OC � o o Q o', o � ' "' u o �
<br /> FIRST (7) BAYS ; ; ; N o �� o J �
<br /> X X
<br /> U
<br /> M'
<br /> J
<br /> E
<br /> 3 36 �
<br /> x �
<br /> I „
<br /> �
<br /> \ o
<br /> � N
<br /> ❑ ❑ ?
<br /> W
<br /> W Q Q r�
<br /> MST60 STRA
<br /> / Q
<br /> - � � < : ` 46
<br /> _...._.... .... . q . .�� �...... � ... . . ' - . x � 48 0 �
<br /> ... .............. D6. O ......,.....,. .,.............. � �'�,.-.-- . _I, ..... X f ,..........� _ _ _- s-
<br /> Z.5 ACROSS JOIST � � f � � �� � � � � �
<br /> O � � �,' d- x X a �� .,FIRST (7) BA S W 2.5 y�
<br /> � �' _ �v i Q � _ _
<br /> � " " 4/S5.1 � � : � � W/ MST60 S RAP o �
<br /> � ; -�p _ __ _ _ � __ _ _ � ACROSS JOIS � o
<br /> L L
<br /> N �
<br /> Q �
<br /> / �
<br /> � 12 S5.2 �� SHTHG ` � 37 � °;
<br /> "' � � ` HSS2 x�/4 BR CWG : -� 12/S5.2 N �;o
<br /> N € 35'-2" ` STRUCTURAL
<br /> (2) /8 � A36 ° 8 S3.2 5 ° �N Sheet Title:
<br /> 5 67 '58 52. DRAG STR�TS� � ,43 (2) /8 0 A 6 B RS ~ U
<br /> BARS PER
<br /> � ; � PER 3/S5.1 SIM a��
<br /> ;
<br /> � :
<br /> ;
<br /> ;
<br /> ..... 3�S5.1 SIM �W14x43 f € � '� - W21 x68 : �
<br /> ........................... .......... ........ .... ;
<br /> :
<br /> 2 . ._._. ... .. 63 ; 62 . - g� ... ` 60 5g 48 47 ' 4g -_ -y 45 '•:; 44 - -.38,....�._...... _ ^..._..� o o R00F FRAMI NG PLAN
<br /> ` � W14x43 :
<br /> ......_o
<br /> o � � ❑ ; _ ❑ I j �
<br /> 0 64 � E 57 49 � I 42 o m� Date: 04/07/16
<br /> �
<br /> � o
<br /> � -
<br /> U
<br /> ]
<br /> �
<br /> I
<br /> % � ,,,,, _, . ,
<br /> . . ..,.....,......,.... :..... . ......_.,,,..,rr,�..�........»»»»»„_»_..,,,,., . . ..,.,,,,,,,,,,..,.,�.......,............,.... ..,.........,,,..,...... ........... ,.,..»,.,. ....�.................. ............................ ........... ...,.. , . .... .... .......... ,....,... . . m
<br /> ......,_....................................»»».,.,..,. ..,».,,,.,....,., ,..,.,.
<br /> 1 ...... ...........$��5.2 .,mm..................:..........................�.�...m�..�„n,,,.,,,,,,,,»,,.,». .� ....... .............» ..,» ......................, », , .......................... m. .�...... ..............,,,.»,,,,. ...... 1
<br /> ; _ , ,,,,i,,,, .m.. t �
<br /> ..n_,..._._�__..._. . .. ._
<br /> , , „ ,
<br /> T PANEL 68 66 ° 65 � TYP � TOWER ` T PANEL ; SUBPURINS 2x6 £ � 54 53 ; 4x6 � 48 OC �- ; ` : � � � Design:
<br /> .. ..
<br /> � � � 34'-8�/2° @ 2'-0°OC W/ = 56 f 55 � 51 � 50 T PANEL 2x8 � 48, OC £ � 41 ' 40 39 ; � T/PANEL N o TB
<br /> 37 -9�/2 ; ` � ALT @ 24 OC f � 37 -9�/2 .` n
<br /> ! � f ; H F 2 6 N H A N G E R ; ; T P A N E L f i , � „ D r a w n:
<br /> 3 � j � � E A E N D, T Y P i � 3 7'-9��2" S i 41 -9 �2 lYP � TOWER . o �. JM
<br /> Y
<br /> 18LH400/250 � , ,� , „ f , „ � � , , , f TYP � TOWERS � ' 18LH400/250 N �
<br /> a � 10 -0 OC 16 -6 � 12 -0 18LH400/250 12 -0 � 32 -0 1 12 -0 `
<br /> N � �o'-o"oc , „ < 12 -0 : 16 -6 � �o -o oc � N Project No: 16011-0158
<br /> � 404 -0 -� °'
<br /> � � �
<br /> � � Approved:
<br /> ln a . 4 : . . , U
<br /> o � .fi �C �F F.2 F.8 ��G K .4 L Y °
<br /> � � � � � �
<br /> � a�
<br /> � � Building No. �
<br /> �- ROOF FRAMING PL�N �UILDING A : � __
<br /> � �
<br /> Q � 'U G
<br /> � O
<br /> N SCALE: ���s��=�'-0" � N � �
<br /> � � mo s . �
<br /> Sheet No:
<br /> �y � U
<br /> I.L' 3°
<br /> N
<br /> � � �3 COPYRIGHT CRAFT ARCHITECTS 2016 �
<br /> � F� 16011-0158-S2.1A.dwg 2 9 -J u rj�nikeqfova �
<br />
|