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<br /> � EXIST WOOD EXIST ROOF � � O
<br /> ROOF TRUSSSES SHEATHING i200F DIAPHRAGM
<br /> � EXIST CMU
<br /> ( { : :< EXIST ,
<br /> ° � JOIS 10d NAIL @ 6
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<br /> ^ �---_--�� EXIST 6 3/4" x 18" I ; ( � ( X '� _ FRAMING ��I� ���`F�� r �i_l_�;� ��'�/�
<br /> �_---i{ G LB DRAG STRUT I ��� __ ___.�_w_ __ �__...�� - -
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<br /> i6��+ --- �� i'�;QN_.: �'T;25.a1i.301-i
<br /> � �/� .' 1 ___ 1/2 PLYWOOD FAX: f2�.�1i.�4��
<br /> __, i / < �� � EXIST GLB �;_ SHEATHING EA SIDE
<br /> �� � ;, ,� __
<br /> ;� �� �j �y 1/4° CAP PLATE .
<br /> �� " I, 1 4 f�--• " PROVIDE SIMPSON ----
<br /> : LSTA18 STRAP EA SIDE � '�
<br /> ; 3 1 1/2 WF BEAM , �- �� ���������
<br /> -�- PER PLAN @ EVERY OTHER STUD
<br /> + � 1 m � ����� 4x8 BRACE @ 32" EDMANDS, WASHINGTON 9 fl20
<br /> 3 - � T - OC W/(5) 1/4"x 5" PHONE (425) 77�-8500 a'
<br /> j � � _l `Y' ' SDS SCREWS E�END 1/4" x 6" SDS FAX (425) 778-5536
<br /> , � � � T m, SCREWS @ 16" OC
<br /> _ � � .-�- �
<br /> � � 2x4@16" OC
<br /> � J STEEL BEAM I I ,---
<br /> � PER PLAN I I PL 5i16 x 4 1/2 x 0'-9° ' a � G�E wAsC�r-
<br /> oF !f�`�tS� �
<br /> i 1/2" W��3� 3�4��� BOLTS , � w "' �'��' `; r`t" � ,
<br /> CONTRACTOR SHALL COORDINATE I �
<br /> �- � � a � � ;�� � �
<br /> TOS� i I + � �_ \�� �
<br /> STEEL BEAM ELEVATION AND � � �
<br /> ELEV= 10-7 + ___..__.___.___ .___.__._____..______ +
<br /> � ��_ � �
<br /> ' CONNECTION OF OPERABLE � � _
<br /> I'I PARTITION TO STEEL BEAM W/ MFR � � SOFFIT �� cp 2ay5� �1
<br /> AND STEEL DETAILER PRIOR TO SHOP I I PER ARCH 10d NAI�S �SIONAL �
<br /> DRAWING PR�PARATION I I
<br /> /� CONTRACTO
<br /> R SHALL VERIFY I i f@ 6 OC ��/Ig/I�
<br /> / EXIST CEILWG ELEVATION � � STEEL COL PER PLAN I
<br /> `" BO CEILING �
<br /> 2x4 FLAT! t- F--
<br /> ELEV=9'-0"� @ 16" OC 1�2�� PLYWOOD vWi cwn -' J
<br /> ¢ Q
<br /> O P E R A B L E P A R TI T I D N S U P P O R T B E A M S E C T I O N S T E E L B E A M C O N
<br /> NECTION DETAIL ' CARIOPY SECTION w w � �
<br /> � SCALE: 1" - 1'-0° � SCALE: 3/4" = 1'-0° z C� (J m m N
<br /> � SCALE: 3/4" = 1'-0" ; - 0 ,
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<br /> 1 2" ROOF PROVIDE WOOD EPDXY � m NOTE:
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<br /> � -� TRUSS UPGRADES AS SHOWN
<br /> ` . . 35 CLIP TO FILL GAPS AT RADIUS MECH UNIT PER W ,
<br /> MPSON A � I APPLY TO THE (6)T�USSES �
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<br /> �s � � o � LL. a
<br /> EXIST CMU @ EVERY JOIST 10d NAILS @ 6" MECH DRAWINGS ,
<br /> WALL . � THAT ARE DIRECTLY BELOW
<br /> JQISTP AN 2x BLKG OC,TYP UNO z TH� MECH UNIT AND WITHIN � � � � �
<br /> 1 SPACED � o ONE TRUSS BAY AT EACH END � � � � �
<br /> SIMPSON LSTA 8
<br /> AT EVERY OTHER STUD MIN OF (3) 5/8"�THREADED RODS W/ \ � � � \
<br /> z OF THE UNIT,THIS UPGRADE W O rn m o0 00
<br /> X NUTS&WASHERS. PROVIDE (1)AT EACH I � DOES NOT APPLY TO THE DRAG m � c� o r+
<br /> � � � � � �
<br /> �� �c X SIMPSON A35 � STRUT AT GRID 8.5. Q � � � � �
<br /> END AND (1)ATTHE MID-SPAN C�) O O � O O
<br /> � X x @ 16�� �� I ,
<br /> ' ------ . EXIST 6 3/4° x 27° " ° z �
<br /> (3) LAYE R 3/4" P LY W 00 D 3 1/$ x 9 �T----- ------------------- -------------------- �---i M EC H U N IT C U R B&
<br /> `r CUTTO RADIUS OF GLB PER PLAN o 4x6 HF#2 BLKG BETWEEN �f - �I i '� Z
<br /> GLB PER PLAN �
<br /> N HU FASCIA.STAGGER JOINTS EQ E4 6 3 4" x 27° SIMPSON HSULC � TRUSSES OVER EXTENTS ;i 'I ATTACHMENT PER MFR
<br /> SIM PSO _ /
<br /> � FACE MOUNT , GLB PER PLAN SKEWEQ HANGER � I OF CURB W/SIMPSON A34 ' '
<br /> �� � D I �i I TI G 3 4°
<br /> Q-
<br /> BOTH SIDES&AT EA EN EX S N /
<br /> HANGER SIMPSON LTP4 1/4 x 6 SDS ' ,,
<br /> SCREWS @ 16" OC � �
<br /> @ 32" OC �_._� _. ; iZOOF SHEATWG
<br /> SIMPSON LTS16 � �
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<br /> GLB PER TWIST STRAP @ jI � , ^ "
<br /> � ;� PLAN EVERY OTHER STUD 1/2" PLYWOOD -- I!I \ _ __ v ,
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<br /> ' OR (2} LAYERS OF � `^ Y ����_��
<br /> ' NOTE: �� . FASTENERS � `�J z
<br /> ' NAIL ROOF PLYWOODTO WOOD 4x8 BRACE @ 32" 1/4" PLYWOOD FiEND �" �y� :�` �� � � -_ -.__ _ �._____r____________ _____. ____.._ �______
<br /> _______.___T_�__._-----
<br /> - FRAMING W/8d COMMON OC W/(5) 1/4" x 5" TO RADIUS OF FASCIA � 3 - �. � ----;�--------�---------.-_ m _ Y„ ___t_ _
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<br /> NAILS @ 4" OC AT PANEL EDGES SDS SCREWS EA END � � F- f __
<br /> " OC INTERMEDIATE. � � j _ � � I \ �/ f f ` � • `�` �
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<br /> « N � j �Z 1°; o'� ;� PLYWOOD EDGE � . � � p—
<br /> '.. j + I I � a • I �� \y `1 ��f f�r FASTENERS i e . �- ' � ° � � �
<br /> I + I I + _. i ._. SIMPSON ECCOQ I � o i i � � _
<br /> I I POST CAP I I `` • � ��� ��� � �
<br /> _____�.._____ �._�..------------ 3f4"�6 BOLTS `" �° � 1 1/2° PLYWOOD STIFFENER � �
<br /> .�. .J_�._..._�__._�__.__�_...��.�___ __a�___.__.._ �._.__�=-� �� . _ �"'�",
<br /> 1 ! I I x`�� -� � -- BOTH SIDES OF TRUSS W/ _ ' � � � �
<br /> 1 i EXIST 3 16 � ��..1�.._.._. (2)SIMPSON O � �
<br /> � SOFFIT PER ARCH � � � • _ #8 x 2" S E L F-D R I L U N G S C R E W S
<br /> C O L U M N C A P ; L_ - A35 BOTH SIDES EX!ST 22"TRUSS N � � ~
<br /> � i � � @ 6" O C A T PLYWOOD EDGES& �
<br /> (3} LAYER 3/4" PLYWOOD 10d NAILS � � �`�"
<br /> H
<br /> 6�� a� � I I I , 12" OC INTO TRUSS WEBS � 'H �
<br /> CUT TO RADIUS OF � @ EXIST COLUMN COLUMN I i � 1� �
<br /> FASCIA. STAGGER JOINTS � � PER PLAN PER PLAN I I EXIST 32 TRUSS 2x4 x 1-6 FILLER 1 �
<br /> � � � � BLOCK,AS REQ'D EXIST CONT 2x4 LATERAL ,�/ � �J
<br /> 2x4 FLAT - �--, 2x4 FILLER BLOCK AS FOR NAILING EXIST 8 3/4 x 24" GLB BRACING. CUT AS REQ'D& �+r�r �
<br /> @ 16" OC 1/2" PLYWOOD PER REQ'D FOR PLYWOOD , PROVIDE A34 CLIP AT EACH END LJ,.) �
<br /> I � EDGE FASTENERS , AFTER PLYWOOD IS INSTALLED. �,,, � Q
<br /> PLAN 4'-0" MIN EXTEND TO WITHW ; O � �
<br /> i 4" OF PANEL POINT ON TRUSS ' �
<br /> �
<br /> II CTIDN BEAM C4NNECTION DETAIL ROOFTOP MEC�I UNIT CONNECTION ;
<br /> 4 Ca�v o PY s E 5 SCALE: 1" = 1'-0" � SCALE: 1° = 1'-0° ,
<br /> SCALE: 3/4" = 1'-0°
<br /> 1/2"�THREADED RODS DRILLED
<br /> . THROUGH BLKG PROVIDE 1
<br /> EXIST ROOF ' [� 6,� 3/8"� PLATE WASHER,TYP SHEET TITLE:
<br /> BLKG PER
<br /> SHEATHING 4x4 BLKG DET 8/55.1 ROOF FRAMII�G
<br /> I , ---�-.� ,�--��=----��-�--���.-�---�_ ��__.��s�
<br /> -------- � �~ ���ry
<br /> ExisT RooF � . �—.—----- MAX I M U M POI NT LOAD 0 N P I P I N G SU P PO RT (-_=�,=—..---��-==--��_"_._" ====-� ;==-�-------=y�,-�=--=�--��=— ``. -==--===-��`
<br /> � �Yw000 i i i i DETAILS
<br /> P • •
<br /> , --------. . ' --�- ------
<br /> � � ����_ _��______�__�_._ = PIPING RUNNING ; PIPWG RUNNING PIPWG RUNNING � I-I
<br /> D � ! z w D 4x4 BLKG W/ � EXIST WOOD LOCATION PERPENDICULAR TO TRUSSES PERPENDICULAR TO TRUSSES PRRALLEL TO TRUSSES T`�j
<br /> EXIST PLYWOO � � 9 � � BLKG IF RO A21 CLIPS EA TRUSSES ��_�_.
<br /> PANEL ED6ES 1 R � z � (LOCATED ANYWHERE ON TRUSS SPAN} (LOCATED AT y OF TRUSS SPAN) (SPACED @ 6 0 OC) A21 CLIP
<br /> � .__, _ _,_...�._____._,______.,____ ___.,_ - w � S U P PO RT S I D E 0 F EA E N D _ _ � I 11 ., ,^�� EA 51 D E
<br /> _L_.__.��______W________, n �___ �, �, �
<br /> Z i 1 p REQ D THIS BAY GRIDS ', � `�. .�
<br /> ! i 10d NAILS @ 6" OC TYP A34 CLIP EA y j � _ � , - � .
<br /> ' , WORK- NIC SIDE,TYP 1�3� a � . k C-D 165 LBS 64 LBS r ��� ��
<br /> , ! FUTURE ) � `� �
<br /> EXIST INTERMEDIATE $, � �{ � � Q i I � _�__ _
<br /> �__.____�.� �y
<br /> � f � '
<br /> � . :
<br /> PANEL NAILING i �------------ ----------------J''1 � � � W � � G�RIDS 195 LBS ' 265 LBS 64 LBS /f -----�m� LL ,, � i � DATE: 04/08/16
<br /> _ _ ,
<br /> , i � • __ ------ � � ,f � _�__ �_�� ______________..______ ,�______
<br /> � '
<br /> ''�'�°� �� GRIDS 155 l_BS - 64 LBS � 4 ]Qg ��.: �4Q0�
<br /> ! �- ----�- I I � 1 1 e �� E-F �—---- �
<br /> ` 1 �,�------'I I I I I I �(� EXIST PANEL �� �� _ �_`� �_�..__ ______..___ ,
<br /> f „ � ___________.__ -._�___�__
<br /> I •I �• � � ' EDGE NAILING 1/2 �THREADED RODS
<br /> 4x4 BLKG � � �$ � • DRILLED THROUGH NOTES: �-
<br /> 1. FOR PARALLEL CONDITION PROVIDE BLKG @ 6-0 OC. ; �� �� ONE INCH AT FULL SCALE.
<br /> l I I � � � BLKG. PROVIDE 1 3/8"� MAX POINT LOAD PER 2. LOADS ASSUME (1)ATTACHMENT PER TRUSS BAY FOR PERP CONDITION. Y �`� _ ' _ IF NOT, SCALE ACCORDINGLY
<br /> � i �
<br /> __ ____ PLATE WASHER TABLE SPLIT BETWEEN �
<br /> EXISTJOISTS i -----�-- �`-- ' _
<br /> !a� . . . �°�l , ,
<br /> PER ROOF PLAN � �
<br /> _______________ � � � EXISTJOISTS TWO RODS � — SHEET:
<br /> � �-------------- '"� i PER ROOF PLAN �--- 384 LB MAX POINT
<br /> i i y��i . '
<br /> E�� 12" MAX OPENING � � I__._��,_ LOAD SPLIT
<br /> � � PER ARCH OR MECH BETWEEN TWO RODS
<br /> � � - ,L�. _.-.._�___.__ -�--.-- - I • � ;
<br /> ! ' MECH PIPING SUPPORT GENERIC MECH PIRING SUPP4RT GRID D
<br /> . TY P I CAL D i A P H RAG M 0 P E RI I Rl G 8 8 SCALE: 1�� = 1�-0�� �
<br /> � SCALE: 1" - 1'-0" SHEET 30 OF 95
<br /> ' � SCALE: 1" = 1'-0°
<br /> _ __
<br /> , �
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<br />
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