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<br /> STRUCTURAL N OTES
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEE RI�
<br /> DESIGN �oADS 250 4TH AVE. S., SUITE 200
<br /> EDMONDS, WASHINGTON 98020
<br /> �Ea� �oa�s: PHONE (425) 778-8500
<br /> ROOF 17 PSF FAX (425) 778-5536
<br /> LIVE LOADS:
<br /> ROOF(SNOW LOAD) 25 PSF �
<br /> SHOP DRAWINGS
<br /> SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT
<br /> AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION:
<br /> 1.STRUCTURALSTEEL
<br /> SHOP DRAWINGS 5HALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS,
<br /> AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER.
<br /> CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW.
<br /> ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER.
<br /> ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL.CONFORMANCE WITH THE DESIGN ��EVY C
<br /> CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE �F yyAs �
<br /> CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROIECT EXIST WOOD EXIST ROOF TRUSS, EXIST PLYWOQD �''4' �r'�' �
<br /> •S /��'�`�,
<br /> PLANS AND SPECIFICATIONS.THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND � P;�,
<br /> ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, TO ROOF LEDGER WHERE OCCURS ROOF DIAPHRAGM � �?:±F+�-_ o
<br /> FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY,AND FOR
<br /> �ELEV VARIES �
<br /> PERFORMING THE WORK IN A SAFE MANNER.
<br /> o '.�'i� ti
<br /> + + + + + + + + +
<br /> ENGINEER'S SHOP DRAWWG REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY + + + + + + + + �s`SIONAL ��
<br /> OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE.THE COMPONENT DESIGNER IS � � � � y � -' 1�V � �i NOTES:
<br /> RESPONSIBLE FC1R CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC TO STEEL l�I I � � � �� ,�����` � 1. PERiODiC SPECIAL INSPECTIONS ARE IZ/O2/I6
<br /> STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE '�`� -��-- -�� - -----,-���� ------�! — f
<br /> � � � �1 REQUIRED FOR THE ITEMS USTED BELOW:
<br /> LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED&SIGNED BY A L6 x 4 x 3/8 STEEL ����C��._._.�.�'� + - + ���� ��. __��_ -ADHESIVE ANCHORS
<br /> PROFESSIONAL ENGINEER REGISTERED W THE SAME STATE AS THE PROJECT. LINTEL,TYP �"�`V�r�" �i-- `�+ ��Ily-�`! �-1 -SINGLE PASS FILLET WELDS
<br /> ���� HSS�x 3 x 1/4 � I� i� i - FABRICATION AND ERECTION OF
<br /> FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND EXIST PARTIALLY , STRUCT STEEL
<br /> SIGNATURE OF THE PROJECT ARCHITECT, ENGINEER OF RECORD,AND CONTRACTOR HAVE GROUTED 8" � _ �~� � � �I ���_�--�_���� � M 2. SHORING AS REQ'D IS RESPONSIBILITY OF
<br /> BEEN RECEIVED. CMU WALL - =-i(--�--� �----�---� - CONTRACTOR
<br /> i ��i ( �� N !� l�����
<br /> NON-SHRINK GROUT � + t + + ' ' ` + `
<br /> ��- . ---�
<br /> � E �q ,, �
<br /> NON-SHRINK GROUT SHALL BE CEMENT-BASED WITH A MINIMUM COMPRESSIVE o Cv ,� I
<br /> STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM G109.GROUT SHALL w 4�� � # # 3
<br /> BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S ,i TYP -- ' - ' �- --�
<br /> RECOMMENDATIONS. m �} �� ��_ Q
<br /> STRUCTURAL STEEL � � � � ��� 2 ��r- � ~
<br /> i
<br /> � � j � Z
<br /> STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORQANCE WITH NEW OPENINGS � � �-'�+ - �# � . -�� z z O �
<br /> T H E A I S C S P E C I F I C A T I O N F O R T H E D E S I G N, F A B R I C A T I O N, A N D E R E C T I O N Q F S T R U C T UR A L I N C M U W A L L � _ � �� ; O � N
<br /> STEEL FOR BUILDINGS", LATEST EDITION. PER ARCH,TYP =�=-� ��: o ----� � � (r �_
<br /> � v� Q U
<br /> PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy=36 KSL � �� �� 3 16 � ; � _ �=i— � o w w
<br /> BASE PLATE 3/4 x 3 1/2 x 1-0 I �_ iv a' � � � � a
<br /> STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy=46 KSI. �N/(2) 3/4"�6 THREADED RODS , � _ � r� T��� a E-
<br /> D R I L L& E P O X Y I N T O E X I S T �v � i�� j t + � i � Q �
<br /> ALL BOLTS AND THREADED ROD ANCHORS SHALL HAVE NUT AND WASHERS PER AISC, CONC W/6" EMBED � _ - i� 1 1/2" 3 16�_ ,�
<br /> LATEST EDITION. o �i �� �9 � ,� _ �� „
<br /> 1 1/2 HSS COL PER PLAN IW- c��l
<br /> EXIST SLAB � ----�r-- � i � � � PL 1/4 x 5 x 1'-3° � �
<br /> CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE ON GRADE � ���� � � N �r � � -"-� - N
<br /> REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. _;��a � NUT& ��! _ - --t '- �
<br /> � � ' WASHER,TYP �' N I I DOWEL& EPDXY 1/2"�THREADED ROD EXIST CMU � GROUT ACCESS Y
<br /> WELDING E ( � "' � - �' I I EA SIDE OF HSS COL INTO EXISTING CMU HOLE AS REQ D
<br /> TO EXIST r WALL WJ 3" M
<br /> _
<br /> �SOG '� . ''� � : " ��.' .` � :>:�. �� °'i a'^� :s� � ' � ' � '�. ' ' � d . , ° " �ALT I I ALT IN EMBEDMENT. DO N T WALL LINTEL PER ELEV �
<br /> WELDING SHALL CONFORM TO AWS"STRUCTURAL WELDING CODE", LATEST EDITION.ALl 'd.�, .. ._ : 'a � ; � ' . �' '.' � ' � ' �Q'6' � . � ' . . :''' __ _ DRILL THROUGH REBAR. USE SCREEN O �
<br /> �
<br /> ' °A '� � �"p � ° � • � ° d 9 � � � °''� �, TUBE IF CELLS ARE UNGROUTED.
<br /> WELDING SHALL BE DONE WiTH 70 KSI LOW HYDR�GEN ELECTRODES.WHERE NOT CALLED �� ' � � ��� -y` �� ' '" ---- ° ± �'�' � � � REPAIR AND GROUT CELLS DESIGN: DTR
<br /> OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. 1TYP SHRINK�GROUT � � ALTERNATE ANCHOR LOCATION. DRY PACK OR SHIM ABOVE STEEL LINTEL 1/4"�6 x 3° CONCRETE
<br /> 3'-4"± 2'-0"± 3'-4"± GROUT CELLS 3 16 USE IF REBAR IS ENCOUNTERED BEHIND PLATE AS REQ'D SCREWS @ 12" OC DRAWN: ZOS
<br /> ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILQING OFFICIALS ADJACENT TO AT STANDARD LOCRTION FOR FUI.L BEARING.
<br /> (WABO) CERTIFIED WELDERS. OPENINGS,TYP NUT&WASHER,TYP CHECK: JGG �
<br /> EXISTINGBUILDING WEST INTERIOR ELEVATION @ NEW OPENINGS DETAIL 3 STEEL LINTEL AT NEW OPENINGS �oB No: , s, 43., 0
<br /> � SCALE: 1/2 = 1-0 � SCALE: 1 1/2 - 1 0 SCALE: 1 1/2 = 1-0
<br /> CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE DATE: 1 2/02/1 6
<br /> EXISTING BUILDING DEPICTED W THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER
<br /> OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN.
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<br /> � , � FIELD LOCATE UNIT TO FIT �`� SH EET:
<br /> � BETWEEN EXISTING 4x6 BLOCKIN6. VERIFY W/MFR � — — ---
<br /> DO NOT CUT OR REMOVE EXIST
<br /> BLKG AND STRAPS
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<br /> �} d MECHANICAL UNIT PENETRATION PLAN MECH UNIT SECTION
<br /> ,� -T SCALE: 1" = 1'-0" � SCALE: 3f4" = 1'-0"
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