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<br /> 3. TRUSSES SHALL BE PREFABRICATED BY MANUFACTURER WITH A �
<br /> , MINIMUM OF 5 YEARS EXP�RIENCE PERFORMING SIMILAR WORK. s
<br /> TRUSSES SHALL. BE DESIGNED TO WITHSTAND TH� �OLLOWING �
<br /> � - MINIMUM UNiF4RM VERICAL LOADS� �
<br /> �
<br /> „ z
<br /> T�RENCH C�VER TOP CHORD� , w
<br /> � " �/4" " DEAD 1.4AD = 15 PSF �
<br /> SNOW/i�IV� L4AD = 25 PSF
<br /> 3�'� 2 �/4" NEOPRENE PAD, CONT PER ARCH
<br /> BRG ON TOP OF L3x3x�/4 BIDDER DESIGNED ROOF .
<br /> T/CONC . TRUSS PER PLAN � WINO PRESSURES tPSF)
<br /> SLAB � M/C117 M/C117 ZONE ROOF ROOF O.H. � ��
<br /> � /� OPP � � 1 +13.7/-2i.8 -- z
<br /> � —/ 1 �
<br /> � � 2 +13.7/-37.9 -44.4 �
<br /> t
<br /> . • ` , 3 �13.7/-56.0 -74.6 �
<br /> ♦ � � � �
<br /> � 80TTOM CHORD�
<br /> . . . CMU WALL PER PLAN DEAD LOAD = 1� PSF
<br /> 200 LB CABLE i'RAY POINT LOADS. LOCA�FE PER LIVE LOAO = 10 PSF'
<br /> �L.EC7RICAL DWGS, TYP (6> �OCATIONS. REF NOTE 7 . SEE C/S6.00 FOR CABLE TRAY/�OADS.
<br /> ON H/C117 F4R ADDITIONAL LOADING CRITERIA �
<br /> 1/4
<br /> . ��BOTTOM CHORD 5HALL ALSO 8E CAPABLE OF SUPPORTING (23
<br /> t/� 500LB. EQUIPMENT POINT L�ADS AT 18" OC AT AEVY POINT AL4NG � �
<br /> � � THE LENGTH 0�' THE TRUSS. - � .
<br /> L3x3x�1� � L SEE ARCHITEC7URAL DRAWINGS FOR DIMENSiONS. DETAII.S AND TRtJSS
<br /> PROFILES NOT SHOWN ON STRUCTURAL DRAWINGS. � . ;
<br /> � 2. CONTRACTOR SHA1.L COORDINATE MECHANICAl.. SYSTEMS WITHIN OR
<br /> ' SUPPORTED BY TRUSSES WITH MANUFACTURER PRIOR TO FABRICATION OF �
<br /> � � TRUSSES. SEE CONTRACT DRAWINGS OTHER THAN STRUCTURAL FOR THESE o
<br /> SYSTEMS.
<br /> ' NOTES� 3. MANUFACTURER SHALL DESIGN TRUSS PROFI�ES TO PROViDE 4 1-INCH o Z
<br /> NOTE� � 1. TRUSS LAY4UT SHOWN IS FOR GR A P H I C A L P U R P O S E S O N L Y. F�N A L L A YO UT SH A LL CLEAR SPACING ABOVE NON-STRUCTURAL WAL.E.S. SEE DETAIt� M/C116 FOR z o
<br /> BE DETERMINED BY TRUSS D�SIGNER. CONfVECTION REQUIREMENTS. in
<br /> REF MJC1�5 F�R INF4 IN COMMON. � . 4. THE TRUSS DESIGN DRAWINGS ANO CALCULATiONS SHALL INCLUDE AT A � o �
<br /> 2. SEE H/Ci17 FOR TRUSS DESiGN CRITERIA. MINIMUM THE FOLLOWING INFORMATI4N� {> ' w
<br /> A. SLOPE OR DEPTH, SPAN AND SPACING. � � �
<br /> B. LOCATION �F JOINTS. �- �
<br /> G` C, REQUIRED BEARING WIDTHS. a�'',. s
<br /> T R E N C H C�V E R S U P�'Q R T AN�L E s"=�'-�" A T Y P I C AL R Q 0 F' T R U S S � "o S��E o. DESiGN LOADS AS APPLICABk.�. Y � � .
<br /> � E. TOP. CHORD LIVE LOAD AS NOTEO AB4VE. � ; •
<br /> METAL D�CK SHEET WIDTH TYP F'. TOP CHORD DEAD L4AD AS NOTED ABOVE. Y W
<br /> G. BOTTOM CNORD LiVE LOAD AS NOTED ABOVE.
<br /> H. BOTTOM CHORD DEAD LOAD AS NOTED ABOVE. � cfl
<br />_ ' METAL DECK � � � � T. CONC£NTRATED LOADS AND THETR POINTS 4F APPLiCATION AS �
<br /> � � DOWELS PER #5 BETWEEN EA SLEEVE OVERLAP ON� � , ; � � � APPLICABLE. AT A MINIMUM, TRUSS BOTTOM CHORD SHALL BE �
<br /> , FLUTE MIN � � 1 � � DESiGNED F�R (2) 500 LB POINT �.OADS AT 2'-0" OC (MIN>, . M ',
<br /> E/C115 BETWEEN HORIZ, EXTEND Ld BEYONO � E # � � � � � � � ACTING AT ANY POINT AI..ONG i'HE LENGTH OF THE TRUSS.
<br /> EA SLEEVE LAST SLE�VE EA SIDE � � � � � !
<br /> . , ���. �.� � � 5_�� I.�� i �.�� � ;. J. C O N T R O L L I N G W I N D A N D E A R T H Q U A K E L O A D S A S N O T E S O N �
<br /> � �' �+ T=� ��1� '+ ! � *� F PLANS. � 3
<br /> -��T � �� � ` ��� K. ADJUSTMENTS �'0 C4LD-FORMED AND METAI.. CONNECTOR PLATE '
<br /> ' , � � € � � � € _ � � � � } � D�SIGN VALUES FOR CONDITIONS OF USE. � o Z
<br /> # ( I � L. EACH REACTION FORCE AND DIRECTI4N.
<br /> ° � � � � THICKNESS OR GAGE AND �' ¢
<br /> � ( � M. METAL CC}NNECTOR PLATE TYPE SIZE
<br /> � , , , , , , , � � � ` � � � � � � � � THE DIM�NSIONED LOCATION OF� EACH� METAL CONNECTOR PLATE � �
<br /> . � � � i � � � [ � � € i � � { { � EXCEPT WHERE SYMMETRICAL�Y LOCATED RELATIVE TO TH� � �
<br /> � � � � � , � E � � � J�iNT iNTERFACE. .
<br /> � , � � t � . � .
<br /> � � � � � � I ! � t � � � M��'AL DECK ATTACH N. COLD-FORMED SIZE AND GAUGE FOR EACH MEMBER. �-- "
<br /> � � � � � � � � � � � � _ � � � { � � � RUSS PER MAXiMUM VERTICAL ANO �
<br /> � � � � � � � � � � � , AT EA T , 0. CALCULA7ED DEFLECTION RATI4 AND �
<br /> � � � E � � � ! � � , � PLAN TYP HORIZONTAL DEFLECTION FOR LiVE AND TOTAL LOAD. �
<br /> - � : � � � � ' f � � ; � � P. MAXIMUM AXIAL TENSILE AND COMPRESSION FORCES IN THE cn
<br /> . - - � � � � � ? i � � � j : ' F � � TRUSS MEMBERS. �
<br /> c i � ► � i i � 1 � � � � � I � ! � � � O
<br /> � i , � � � ! . A ING SHALL BEAR THE SEAt..
<br /> : � � , � � � � � TRUSS DESIGN pR W c.�
<br /> � , � � Q. EACH INDIViDtlAl..
<br /> ' � E��'� �� -_ ";4`�"�+�€€ l�, _i p+i-���;��F± ?t;- 'i T, E'_ ANp SIGNATURE C}F A WASHiNGTON R�GISTERED DESIGN �
<br /> ��i � � �� � �� � # �( � �� PROF'ESSIONAL. i .
<br /> , j , ' ' ` ' � � � � � � � ` � � � (( � : � � R. SUBMIT TRUSS DESIGN DRAWINGS AND CALCULATIONS TO THE �
<br /> f � j � { ( � � � � 3
<br /> . � � � � � , t � � j} � � r , � DISTRICT FOR REVIEW.
<br /> 4 j # EL
<br /> � ; ( � � � � � s � � � � � � � f � € 7. SUBMiT TRUSS DESIGN DRAWINGS AND CALCULATIONS .BEARIN� THE � }
<br /> ` � t ! � � � � � � � � � ARCHITECT S AND ENGINE�R OF RECORD S REVIEW STAMP TO THE a,, m
<br /> � � � � � � � � � � � � � P � � � E � � 1 � � �c
<br /> � � � � , � � � i , � � BUILDING OFFICIAL FOR APPROVAL.
<br /> � � � ( � � � E � � t � � • � i � � � � ' � � � �
<br /> � � � � � ' ; � � � � � � � � � � � � . ` a
<br /> y � � � � � E � € � � , � i ; .
<br /> METAL. DECK SIDE ; � � _ � � � � � � 1 � � � � , � o z
<br /> LAP ATTACHMENT ; � ; � � 1 � l � � � � �
<br /> � � CONOUIT SLEEVES PER D/C71 � � � � � � � : � i � � � .� � ; : [ NO SCAi..E
<br /> . � & �ic�os PER P�.AN = � �{ j , E � � . , � � , � ; � , € � � � PR�F" AgRI�ATED TRUSS NOTES H
<br /> ! � ; � t � -I�F � �i � � f � ¢ t
<br /> , �� � # �� �-*��i� � � �r� � # ��� �
<br /> I � I-�� - �- j � f , � . o� P • 8�
<br /> , � , � r � � � f � �' j �, or• YlASfjl �
<br /> �
<br /> - i= CONTRaL BUILDING � j � � � � � � 1 � { � '��y��� � ���'02�� . .
<br /> �ABLE TRENCH TRUSS PER PLAN � � I � � ; � GRID
<br /> jf � �
<br /> . META� DECK PER PLAN
<br /> � �� 0036975 `��' `"
<br /> , �'c TUkAL 4�`�'��? �`yw
<br /> EDGE SCREW PER PL.AN G
<br /> 54 MILx2" FLANGE o � s rp�v n 1. ��' ��5
<br /> E R E I N F �R C I N G @ C AB L E E N T R AN C E No Sc�.E F' M E T AL D E�K AT T AC H M E N T P L AN NO SCALE Cj BI.KG, DEPTH TO � q� �
<br /> MATCH TRUSS TOP W
<br /> , CH4RD � "
<br /> � SNOHOMISH C�UNTY .
<br /> ,* - } _ - - _ �:.. _ _ o p . �
<br /> � �
<br /> . _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ �. _ _
<br /> Pl�BLiC UTII.iTY DISTRICI' NQ t �
<br /> GRID PER ARCH ROOF TRUSS PER PLAN WO 354046
<br /> DOWELS PER CMU WALL PER - �/a 2-6 �MB�pT� TASK
<br /> � EIC115 BETWEEN , , , , PLAN
<br /> EA SLEEVE
<br /> , I I � EMBED PL �/2"xfi'�x1'_�,� W/ (6) SCAL� AS NOTED
<br /> ( l I BLKG & CONN PL 5/s"�sx5" WHS � 4" GA � 4'-0"
<br /> . � s � ' PER TRUSS M�'R OC 70 ALIGN W/ EA TRUSS DFTR KPFF/DMD
<br /> . � � I
<br /> � METAL DECK PER P�AN _. _ _ _ — _ CHKR LDS
<br /> ` � � � CONDUIT SLE@VES = _ — _ -- _ --� -- � �
<br /> PER E/C71 ,
<br /> ENGR JPB
<br /> 1 1 1 E - - -
<br /> � � T � � APVD �-��
<br /> L4x4x�/� CONT. LEDGER 8" MAX
<br /> TT C`HM NT TO4ROOF �/$ 3 DATE (a �2.° (�� �
<br /> DECK PER PLAN SECTION "
<br /> �
<br /> �� CMU WALL PER PLAN �
<br /> 5 EMBED �'
<br /> 0
<br /> #5 EA SID� 4F TYP o
<br /> � LAST SI�EEVE HORIZ, BEVER�Y PARK � �
<br /> . LASTNSLEEVE��A�p T Y P ��AL T R U S S T O C M U W AL L �"=�'-o�= �M sues T aT�oN N .
<br /> � SIDE CONTR(?L BUILDING �
<br /> �
<br /> a ,
<br /> U
<br /> � �2 � � � COLD-FORMED DETAILS =�
<br /> AND MISCELLANEOUS y°-
<br /> 1" = 1'-0" SCALE IN FEET CONCRETE DETAILS �M
<br /> 0
<br /> CM
<br /> fi 3 0 ��
<br /> � . REV DRAWING '�.
<br /> � J R E I N F Q R C I N G@ C AB L E E N T R AN C E No sc�� K C M U E N D W AL.L AT R U�F ���-��-o�� � 6�� = ��-o�� 5CALE IN F�ET Q s-�oA-c 1�� ;�
<br /> . VO1
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