|
1-1/2" MIN. EDGE i i
<br /> RETROFIT FRANIING JOIST FtE:PLAN NOTE: NOTE:
<br /> GRID ��� PA.RAPET FRAME DISTANCE,TYP. pARA_pET FRAME
<br /> i 3 MIN. 2 (2)P.T.2X6 PLATES,
<br /> O P.T.2X6 PLATES, 6x8 BLOCKING
<br /> �� AND ROOF DECK NOT --'-----_ ANDROOF DECK NOT
<br /> i � � SHOWN FOR CLARITY. L3x3xl/4 x 6" SHOWN FOR CLARITY.
<br /> � W/3/4"Q�LAG SCREWS —��� a
<br /> T.O.PARAPET � _
<br /> � � � � RE:ARCH. "' RETROFIT FRAMING -
<br /> L3x3x1/4 x 6" JOIST,RE: PLAN
<br /> � W/3/4"Ql LAG SCREWS M 2 (E)2x ROOF � �' Z
<br /> FINISH,RE:ARCH. � JOIST� ��� � � •
<br /> 4'-0"O.C.MAX. SPACING � � � � t�� ���
<br /> BETWEEN ANGLE FRAMES L3x3xl/4 VERTICAL 6x10 FLAT BLOCKiNG �
<br /> � �'.
<br /> i
<br /> 3/16 (E)2x RooF Jo1sT 0 BALBOA AVENUE
<br /> SAN DIEGO,CA 92123
<br /> PLaiv v1Ew PLaN viEw c0 2007 Jack in the Box Inc.
<br /> „, � �� 1 1/2"-I� � 3° I �1 1/2" These designs,drawings and specifications
<br /> CONT.L3x3x1/4 5/8 DENSEGLASS W/#6 1-1/4
<br /> — /L—�� are the property of Jack in the Box Inc
<br /> ,r`� BUGLE HEAD SCREWS @ 8"O.C. 3/16" 3/16" L3x3x1/4 x 6"
<br /> ��i �,� � and shall not be copied or reproduced
<br /> � without its previous written consent.
<br /> � ALONG HAT CHAN�IELS N PITCH PAN AS RE 'D
<br /> � ��� ii �i LL3x3x1/4 �� �-- (2)3/�°Q�A325 BOLT W/ LL3x3x3/16 —� �� (2) 3/4"�A325 BOLT � � Q E ROOF DECK
<br /> r" � i � '� �1 �► WAS�IER EA. SIDE �� �� W/WASHER EA. SIDE � �
<br /> � � L3x3x1/4 x 6" \ � � (2)P.T. 2x6 CONT. —\ �- I
<br /> �� ��� I � E ROOF DECK � �J � � �
<br /> i J I (E)ROOF DECK—�,� � � � � � � �
<br /> �� 150F125-43 C.F.S.HAT CHANNEL ,--� � �, � �
<br /> ,
<br /> , ,
<br /> r ' @ 19 2"O C VERTICALLY ��y�s�� �_ � i � �
<br /> �
<br /> . . . �,
<br /> , _ _ �>,�_ �� .�u � »-�
<br /> . � � _ � , f�.-��r��_� �� .T� _ _.� _r�-E-�-.��-
<br /> »�����-;> ��,�� ��.r,��;-�->�
<br /> p� r� ,� � SPACED W/(2) 1/4°� SCREWS ����� �� ���� � �
<br /> , r
<br /> � � , ' �, (0.409"HBAD)AT EA.BRACE (2)P.T, 2x6 CONT. � RE: 3/52.1 FOR RELEASE:
<br /> � � ° �' PITCH PAN
<br /> RE: 3/52.1 FOR
<br /> � � ���� L3x3xl/4 x 6" PITCH PAN �
<br /> i' i \
<br /> , � (N)6x10 FLAT BLK'G W/
<br /> P.M, UPDATES: N/A
<br /> ' (2)'A35'CLIPS EA. END� .TOIST FRAMING, (2)P.T. 2x6 CONT. � SUBMITTAL DATE:
<br /> , �
<br /> � TO RETROFIT JOISTS
<br /> � i � RE:PLAN �N)6x8 BLK'G W/'HIJ68' (2) 3/4"Q)LAG SCREWS W/4"
<br /> ' �' EMBED INTO BLK'G �:
<br /> - � ,
<br /> % -- — (2) 3/4"�LAG SCREWS W/4"EMBED INTO BLK'G HANGER EA.END.OR
<br /> �� ! i� � (ALTERNATE ATTACHMENT:USE 5/8°f�THFLU BOLTS) (2) 'A35'CLIPS EA.END USE�S/8"�TH U�BOLTS)ENT: �
<br /> L3x3x L/4,TYP. � � ,
<br /> \, � "
<br /> � � '� � �2A' �2s' 3:
<br /> � �� � �-�� � PARA_PET BRACE PARALLEL TO MAIN ROOF FR.AMING PARA.PET BRACE PERPENDICULAR TO MAIN ROOF FRA.I�IING •
<br /> �, �y � � "
<br /> � � � j�
<br /> BID:
<br /> � � � -.-'�� ' ���,, � FRAME T(J STRUCTURE COIOTNECTION CONNECTION CLIP TO S�'RUCTURE CONNECTION coNSTRucTioN:
<br /> � , ,:'� (E)FRAME TO BE � 1" = 1'-0" � -
<br /> 1 1/2" = 1'-0"
<br /> , ; i '���DEMOLISHED � �
<br /> � REVISIONS
<br /> i � 2
<br /> �i i �'�
<br /> NO. DESCRIPTION pATE
<br /> � �
<br /> � i-- -r-' 2 PLAN REVIEW 5.15.18
<br /> i=--- -------- �� COMMENTS
<br /> � �
<br /> 3 PLAN REVIEW 5.30.18
<br /> . �
<br /> AT SIM CONDITION(E)ROOF FRAMING � / ��� COMMENTS
<br /> r ,
<br /> ORIENTATION VARIES (MAIN ROOF JOISTS ,� �
<br /> A.R.E PERPENDICULAR TO PARAPET BRACE) �
<br /> r '
<br /> , i i \�
<br /> � -' .
<br /> dr �
<br /> AT SIM i � i
<br /> (N)CLIP AND 2A � 2B � � � 4 ZB ` � �.
<br /> � PITCH PAN AS 52.1 S2.1 �� . �� S�•L i S2.1 � (E)ROOF DECK
<br /> REQD EA.TRUSS --� r ��� �
<br /> r �
<br /> �� ' � -'� � �� (N)ROOF LI�i TE OF(E) �
<br /> - � 0 0 i i i ��� /` i O 0 i � i � i O O i � EAVE TO BE CUT BACK �
<br /> � AS REQ'D,RE:ARCH.
<br /> I i I i i I �
<br /> ' �- -- , - — - -- -
<br /> - ��_.� ___ -- _.�_.�.__.-__ �.�._._.
<br /> �
<br /> ___r � ., . __ _4....�._�.,��n_ ��� ..e .__ _� �____� . _:_. . '_..__ _� .
<br /> �
<br /> �
<br /> - -- - -- __ ��- _ _ � - - - .T ---------
<br /> o , . , > 4 > o ' --------�i�
<br /> f �' 1Ifi. � i �
<br /> S21 �� �� ;� i����: i ii � � I I
<br /> � o , � , o o , o , o , i � � �� � �;� I I I � '
<br /> � ���I',, � ' I I I
<br /> � � i'' � � ; �
<br /> �� � � ___ __ � � BACK ANGLED BACK DIAGONAL
<br /> _ . _--- - - -- --- � - -- - -- - ------- - --
<br /> � � '� � �� � U NOTE: VERT. BRACE VERT.BRACE �
<br /> � � � � WELDS ARE SHOWN AS FIELD WELDS, i
<br /> � �_ �i_ � - �
<br /> ,. �
<br /> �� } � j': ; FABRICATOR MAY S�IOP FABRICATE i �� � � �'��'' � �� �� �
<br /> ;�� .�,I�_ � �� � � �
<br /> � � � � ; ��� � � FRAiV1ES AT HIS/HER DISCRETION. i �
<br /> v ,,� i � i
<br /> ; �� ,
<br /> RE:ARCH.FOR ALIGNMENT � HORIZ.WEB DIAGONAL WEB
<br /> (E)2x ROOF FRAMING, '= � ' � � �. � . �` � .
<br /> �_ OF NEW SCREEN WALL � 3/16 2 � 3/16 2 � THIS DRAWWG DEPICTS IDEAS, DESIGNS,
<br /> FIELD VERIFY " '
<br /> � � �� WITH(E)WALL BELOW L3x3xl/4 VERT.OR i PLANS,AND DETAILS WHICH ARE
<br /> / r� PROPRIETARY TO SLICHTER UGRIN
<br /> , „ i � BRACE,COPE AS REQ'D i I
<br /> 2 _� / —� � 3/16 � 2 \ ARCHITECTURE. THEY WERE CREATED,
<br /> — /��� � 3/16 2 � DESIGNED,AND DEVELOPED FOR USE �
<br /> � � � �'��` � SOLELY IN CONNECTION WITH THE
<br /> , .��� i r I� PROJECT SHOWN ON THIS DRAWING
<br /> j �<' ; , i � i 3/16 �— FRONT VERT. � FRONT VERT. �UGRIN -
<br /> \_ P RM SSION OF SDLICOH ERW'TH THE
<br /> � ' ` �' ji-� ' ; =�� (E) EXTERIOR WALL j MEMBER� MEMBER � � ARCHITECTURE. NO TRANSFER OF ANY
<br /> i 3/16 2 3/16 2 RIGHTS THERETO IS INTENDED OR
<br /> 4'-3 1/2" � PLAN PLAN GRANTED BY DELIVERY HEREOF,AND
<br /> i � LL3x3x1/4 HORIZ. � � EXCEPT UPON THE WRITfEN PERMISSION
<br /> OF SLICHTER�UGRIN ARCHITECTURE. THIS
<br /> DRAWING IS NOT TO BE DISCLOSED IN
<br /> 5'-6" � ANY WAY FOR PROJECTS OTHER THAN
<br /> � THE SPECIFIED PROJECT.
<br /> 1 EXTERIOR R(�OF SCREEN VERTICAL TO HORIZONTAL CONNECTION TYPICAL ANGLE TO ANGLE CONNECTION �a�� � .
<br /> 1�, = 1�-o„ 4
<br /> � 11/2�� — 1�_0�� 5 1 1/2�� = l�-o�� � �o��' �,�
<br /> � 0 0 � a�� ��
<br /> �,
<br /> ��
<br /> C�o�� ��
<br /> � � a�� y�
<br /> .���
<br /> � � �
<br /> �� a�� �°�
<br /> �
<br /> w� '�-rw�--� � �'o a
<br /> GRiD �(E)2x ROOF JOIST,CUT END SHORT 3 G� � °a b
<br /> TO ALLOW FOR HANUER �",�.�
<br /> INSTEI[,LATION OF SISTERED(N) � �� ,��,
<br /> � (E)ROOF DECK LVL. PROVIDE'BA'HANGER FOR ���
<br /> i (E)2x JOIST WHERE(N)LVL IS NOT ���
<br /> ,---�--� __- ._._�_. __ � .
<br /> �._,- >> �� ., ,. �_ _ ,�._ ,_ .__ _.. . a�Q��PERPLArr SITE INFORIVIATIt�N
<br /> 1ZE
<br /> � 3/4"�A307 THRU BOLTS
<br /> . . �
<br /> � MK TYPE: MK5F 48iP
<br /> � � ,�!� � @ 24"O.C. STAGGERED � :
<br /> �� �� a�, � . . . . (E)ROOF DECK
<br /> (E)ROOF DECK ;'� �i ;� � JIB#: 8423 �
<br /> � . . . -- -
<br /> ; � . a --��--
<br /> � ----- . -- - -- - _ • . . . .
<br /> � � � ,�� �_ � ADDRESS�
<br /> (E�xooF DECK � � �� 21 O6 EVERETT AVE
<br /> � rr.rr:,- '-�-r�,'ri�r�rrrrrrrr�� �""�,�--��r>.�--r���-rr -�»�rr,.,-r r . � j�j' i� - " -
<br /> EVERETT, WA 98201
<br /> � �� E 2x ROOF JOIST � � �+' �v �� �
<br /> �� h ;I ;�
<br /> � � (E� ii2°�J-BOLT�MlN.� , ��_ �; � ( ) . . . . . . .
<br /> ��� cr 8'-0°O.C.MAX. '� % ��;� �� ��, �"� � � � �
<br /> CONTF�CTORTO VERIFY � �� N 1-3/4"xll-ll4"LVLLAPTO E � ,;.,: ,,,,,, .,:,,, ,,., , ,.;,,,,,,, , .,, ,.,.:,,.:, �,.:.-,,,,,:,,- .. ,.,,._,���„ �� � ��� �
<br /> — 'a35'CLip�4'-o"o.C. w/sPax#6 X 1/2° � j, , �_ DRAWN BY: FJR
<br /> SCREWS TO UNDER SIDE OF ROOF DECK. � � ) O
<br /> � � / % i� / F':��;�,;
<br /> � � �z� M�r.al,oNG EA. �,ro1sT. j � .rorsT wlTx�2� 16a Na1Ls�6�� � ��� - .
<br /> � ALTERNATE OPTIONPROVIDE lOd c�i, 12" ' ' ' �.� ��N'� O.C.FULL LENGTH OF JOIST � � CHECKED BY: JDP
<br /> (E)2x ROOF JOIST / �;� � . � , (N) 1-3/4 xl l-ll4 ���� �� �������
<br /> O.C.FROM TOP OF ROOF DECK % / LVL,RE:PLAN,TYP. — n PROJECT #: SE1 7-140
<br /> E EXTERIOR WALL %���,� �� I �_���' — �H3'TIE AT EA. (N)LVL � � � � TOP FLg111.25'WELDED �������� ��°°�� ����� SCALE: AS indicated
<br /> � ) � , ,,i, - ANGE IIANGER,TYP.
<br /> — (N) 1-3/4"xl l-1/4°LVL LAP TO(E)JOIST W/(2) � � � (N)C-C�IA.I�NEL, � �
<br /> �� RE:PLAN TYP.
<br /> E BEAM,RE:PLAN
<br /> 16d NAILS @ 6"O.C.FULL LENGTH OF JOIST 4 � ' ����� �� � Y
<br /> ' � ' � • ` BEAM,RE:PLAN- �" V�13�, RV V F
<br /> (N)INVERTED NOTE: ' v,rASf�J r�
<br /> HANGER,RE:PLAN ROOF SHEATHING SHALL BE IN PLACE WHEN ADDING(N)STEEL BEAMS.CONTRACTOR S �' �-� , ��'a�`�cd� 1 R�l N�I 1 V�
<br /> c FIELD LOCATE HANGER LOCATIONS&WELD TO CHANNEL PRIOR TO INSTALLING CHANNE .� �, �;.�_�+���.- �
<br /> (N)FASCIA, RE:PLAN C '��'�'-!''
<br /> ����� D ETA I LS
<br /> TYPICAL JOIST REINFORCEMENT -�� ��� ��,�,��� �
<br /> ��' �F�!$`.'�'�.�9 �`�
<br /> 6 TYPICAL JOIST REINFORCEMEI�TT � AT EXTERIOR WALL II�TVERTED �IAN�ER BEAM REINFORCEMENT �°'�s��NA�.����
<br /> 1 1/2 — 1 0 1 — 1 -0 � 9
<br /> 11,z�� = 1�_0�� �,� = 1�_0�� S2. 1
<br /> _ 0 02 � � 05/3C�/�018
<br />
|