|
T R R �'
<br /> _
<br />` (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
<br /> - CODE STRUCTURAL STEEL
<br /> , _ 250 4TH AVE. S., SUITE 200
<br /> ALL MATERIALS,WORKMANSHIP, DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC EDMONDS, WASHINGTON 98020
<br /> . SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE (IBC),2015 EDITION.SPECIFICATIONS AND STANDARDS "SPECIFICATION fOR THE DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST PHONE (425� 778-8500
<br /> WHERE REFERENCED ON THE DRAWINGSARE TO BE THE LATEST EDITION. � EDITION. FAX (425� 778-5536
<br /> SPECIAL INSPECTION SHAPES SHALL CONFORM TO ASTM A992, Fy=50 KSL
<br /> OPERATION CONT PERIODIC REMARKS ' PLATES,ANGLES,AND RODS SHALL CONFORM TO ASTM A36, Fy=36 KSL
<br /> STRUCTURAL STEEL STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy=46 KSI. �� GU jLL
<br /> FABRICATION & ERECTION X , STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy=35 KSI. ��w�F �As�r��
<br /> SHOP& FIELD WELDING °
<br /> ti� `' •
<br /> FILLET WELDS X ' BOLTS CONNECTING STEEL MEMBERS SNALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"�6 MINIMUM, UNO �' —
<br /> - ANCHOR BOLTS SHALL CONFORM TO ASTM A307. �
<br /> MASONRY OR CONCRETE 2s�e5 ,��
<br /> CONTRACTOR$HALL PROVIbE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC �, L �' �1
<br /> " ADHESIVE ANCHORS X ! MANUAL OF STEEL CONSTRUCTION. `�I�1VAL �
<br /> : NOTE:
<br /> ALL ITEMS MARKED WITH AN "X"SHALL BE INSPECTED IN ACCORDANCE WITH (BC CHAPTER 17. SPECIAL ' UNLESS SPECIFIED AS STAINLESS STEEL,ALL STEEL MEMBERS, SHAPES, BOLTS,AND ACCESSORIES EXPOSED TO O2I I�l I�
<br /> INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY QESIGNATED BY THE OWNER.THE ! WEATHER SHALL BE HOT DIP GALVANIZED. `
<br /> ���—..���.
<br /> ARCHITECT,STRUCTURAL ENGINEER,AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL WELDING
<br /> RESULTS.ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT ' � �
<br /> TO THE ATTENTION OF THE DESIGN TEAM. ' WELDING SHALL CONFORM TO AWS"STRUCTURAL WELDING CODE", LATEST EDITION.ALL WELDING SHALL BE
<br /> DONE WITH 70 KSI LOW HYDROGEN ELECTRODES.WHERE NOT CALLED OUT,MINIMUM FILLET WELD SIZE SHALL BE
<br /> y SHOP DRAWINGS PER TABLE 5.81N AWS D1.1, LATEST EDITION.
<br /> SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR
<br /> ENGINEER FOR REVIEW PRIOR TO FABRICATION: _ APPROVED BY STRUCTURAL ENGINEER.WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING
<br /> 1.STRUCTURAL STEEL LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX
<br /> , ELECTRODES.SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF
<br /> SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS,AND DATE STAMPED BY THE COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. w
<br /> CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR i cn
<br />, ENGINEER'S REVIEW.ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF.BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. U
<br /> , Z z
<br /> ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT !� GLUE-LAMINATED TIMBER p )?
<br /> DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM � � �
<br /> COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.THE CONTRACTOR REMAINS RESPONSIBLE FOR GLUE-LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD
<br /> DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED � �
<br /> ' SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY,AND FOR PERFORMING THE WORK IN A SAFE BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE (U p
<br /> MANNER. FOLLOWING MINIMUM STANDARDS: � O
<br /> ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ' EXISTING BUILDING
<br /> ` — — — �
<br /> ON THE BASIC STRUCTURE.THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL ^
<br /> CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE CON7RACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING W �
<br /> LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED &SIGNED BY A PROFESSIONAL ENGINEER � DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE Q �
<br /> REGISTERED IN THE SAME STATE AS THE PROJECT. ' REDESIGN. � N
<br /> � FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS �
<br /> ARCHITECT, ENGINEER OF RECORD,AND CONTRACTOR HAVE BEEN RECEIVE0. � PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. Y
<br /> �
<br /> NON-SHRINK GROUT ' GENERAL : Q
<br /> . , , �
<br /> s NON-SHRINK GROUT SHALL BE CEMENT-BASED WITH A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI WHEN . STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, ELECTRICAL,AND MECHANICAL �""����
<br /> TESTED IN ACCORDANCE WITH ASTM G109. GROUT SHALL BE MIXED AND PLACED IN STRICTACCORDANCE WITH DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS DESIGN: CGP
<br /> THE MANUFACTURER'S RECOMMENDATIONS. FOR COMPATIBILITY BEFORE PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHTTO THE ATTENTION OF THE DRAWN: JCS
<br /> ' ARCHITECT BEFORE PROCEEDING.
<br /> MASONRY CHECK: JGG
<br /> � CONTRACTOR TO SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE,
<br /> CONCRETE MASONRY UNITS SHALL BE ASTM C90, MEDIUM WT,TYPE I ' VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. - JOB NO: 1 5034.002
<br /> f'm =2000 PSI. BLOCKS SHALL BE PLACED W RUNNING BOND.ALL MASONRY CONTAINING REINFORCING AND CELLS
<br /> BELOW GRADE SHALL BE GROUTED SOLID. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL DATE: 02�1 7�1 7
<br /> • ' PER�/lANENT SUPPORT AND STIFFENING ARE INSTALLED.
<br /> MORTAR SHALL CONFORM TO ASTM C 270 TYPE S. �
<br /> ' CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL Z
<br /> GROUT SHALL CONFORM TO A$TM C 476 W/f`c=2000 PSI ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS O
<br /> ONLY WILL NOT SATISFY THIS REQUIREMENT. N
<br /> , : PROVIDE CLEANOUTS IN THE BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR EXCEEDING 5 FEET. IF THE j
<br /> CELLS ARE SOLID GROUTED, CLEANOUTS ARE REQUIRED AT 32" OC MAXIMUM.GROUT FORfACH POUR SHALL BE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
<br /> STOPPED 1 1/2" BELOW THE TOP OF THE LAST COURSE OF BLOCK.ALL GROUT TO BE THOROUGHLY CONSOLIDATED SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF W
<br /> BY VIBRATING IMMEDIATELY AFTER PLACING. CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECTAND THE STRUCTURAC �
<br /> � �� ENGINEER. : W
<br /> EXPANSION 101NTS @ 40 -0 OC UNO.PROVIDE MINIMUM #5 VERTICAL BAR EACH SIDE OFJOINT, U
<br /> _ 'Q
<br /> . _
<br /> IZ.
<br /> N
<br /> N
<br /> _ W
<br /> _ : U
<br /> _ �
<br /> . . . . .. . � . . . . . . . . . ' . . . . . . � . . � . . . . � .. � . . . . . . . . . � . � � � . . . � . . � . . . � . . � . � .. 4:i
<br /> . . . . . � . . . . � ' . . . .. . . � - . . . .. . . . . . . " � .. � . . . . � . . . . . � � . . . . . . . . . . . . � . . ' . . . . . . . . .. .. �/\ � , . �
<br /> � . . . . . . , . �. - . ' � . . . . . . . . . . � ' . . . .. . . . . . . . . . � � . � � . . . . . . . . . . . . � � � . .� , . � . . .\I I . . � � � . .
<br /> . . . � � . . . . . . . .. . . .. . . ' . . . . � . . . . � . . . . . . ' � . . .. � � � . . . . . . . � . . . . � . � . ' � �`J . . . � . . .
<br /> . . . . . . . . - . . . I � .
<br /> y ,
<br /> .. . . . . . . � . . � . . . . . . . . . . . . . . � - . . � . . . . . . . � � . � . . . . �I . . . � . . . . . .. . . . ' . . � . . J \ ` . . . . o .
<br /> , � � . . . . .. � � . � . . � . . .. . � .. . . -. . � � .. � � . . . .. . � .. . . . . . . . . - . ' � O � � � - . . .
<br /> : .J N
<br /> � -�1 �0 �
<br /> Q e�
<br /> : _ . � � Q ;
<br /> : O o Q � �
<br /> � � �
<br /> _ ., �-
<br /> cn � �
<br /> � � �- �
<br /> w
<br /> . = cv � �
<br /> O 0 W � �
<br /> I---
<br /> cZi� r� w (n �
<br /> �
<br /> SHEET:
<br /> ;
<br /> ■
<br />
|