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<br /> REFERENCES: BOLTS AND SCREWS:THE ( j
<br /> ALL REEFEREENNCES MUST BE CURRENT TOR IS RESPONSIBLE OR WITHIN IE THE
<br /> EGLAAAST F RE Y ANDING THE REFERENCED CODES AND STANDARDS. 1. A325 OR A
<br /> 490NS OF BOLLTS WITH THREADS EXCEEL LUDEDEXC UDEDE ITS SHALL BE N SHEAR PLANE.OE USING U-BOLTS EAREED HIGH ASTM A307R WIFHHLOCK LOCKING ® ? , Pam'®s
<br /> THE FOLLOWING CODES AND STANDARDS ARE REFERENCED IN THE STRUCTURAL NOTES: DEVICE EXCEPT WHERE NOT APPUCABLE. 'lee
<br /> 2. NUTS CONFORM TO ASTM A563. WASHERS CONFORM TO ASTM F436.
<br /> ASTM A6 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR ROLLED STRUCTURAL STEEL BARS. PLATES. 3. THREADED RODS CONFORM TO ASTM A36 UNLESS SPECIFIED OTHERWISE.
<br /> SHAPES, AND SHEET PILING 4. ANCHOR RODS CONFORM TO ASTM F1554.
<br /> ASTM A36 STANDARD SPECIFICATION FOR CARBON STRUCTURAL STEEL 5. ALL BOLTS AND SCREWS ARE HOT DIPPED GALVANIZED PER ASTM A153.
<br /> ASTM A53 STANDARD SPECIFICATION FOR PIPE, STEEL, BLACK AND HOT-DIPPED, ZINC-COATED, WELDED AND 6. HOLES FOR BOLTS IN BOTH STEEL AND WOOD CONSTRUCTION ARE 1/16"DIAMETER LARGER THAN THE BOLT
<br /> SEAMLESS DIAMETER.
<br /> ASTM A123 STANDARD SPECIFICATION FOR ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS 7. FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES. \
<br /> ASTM A153 STANDARD SPECIFICATION FOR ZINC COATING(HOT DIP) ON IRON AND STEEL HARDWARE 8. ALL BOLTS AT EVERY CONNECTION SHALL BE INSTALLED SNUG FIT UNTIL THE SECTION IS FULLY COMPACTED. l
<br /> ASTM A307 STANDARD SPECIFICATION FOR CARBON STEEL BOLTS AND STUDS, 60 000 PSI TENSILE STRENGTH - AND THEN TIGHTENED FURTHER BY AISC 'TURN-OF-THE NUT".TIGHTENING SHALL PROGRESS DTSILMATICALLY. - -
<br /> ASTM A325 STANDARD SPECIFICATION FOR STRUCTURAL BOLTS, STEEL, HEAT TREATED, 120/105 KSI MINIMUM 9. BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERS SHALL BE TENSIONED 1/3 TURN BEYOND SNUG FIT.
<br /> TENSILE STRENGTH BOLT LENGTHS OVER 4 DIAMETERS SHALL BE 1/2 TURN BEYOND SNUG FIT. ls
<br /> ASTM A385 STANDARD PRACTICE FOR PROVIDING HIGH-QUALITY ZINC COATINGS (HOT-DIP) 10. ALL BOLTED CONNECTIONS SHALL USE LOCK WASHERS.
<br /> ASTM A490 STANDARD SPECIFICATION FOR STRUCTURAL BOLTS,ALLOY STEEL, HEAT TREATED, 150 KSI MINIMUMGiote
<br /> TENSILE STRENGTH
<br /> ASTM A500 STANDARD SPECIFICATION FOR COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL
<br /> TUBING IN ROUNDS AND SHAPES CORROSION CONTROL: >Integrity Delivered"M
<br /> ASTM A563 STANDARD SPECIFICATION FOR CARBON AND ALLOY STEEL NUTS
<br /> ASTM A568 STANDARD SPECIFICATION FOR STEEL, SHEET, CARBON, STRUCTURAL, AND HIGH-STRENGTH. LOW-ALLOY, 1. ALL STEEL MEMBERS SHALL HAVE CORROSION CONTROL AS STATED BELOW:
<br /> HOT-ROLLED AND COLD-ROLLED. GENERAL REQUIREMENTS FOR • STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123
<br /> ASTM A572 STANDARD SPECIFICATION FOR HIGH-STRENGTH LOW-ALLOY COLUMBIUM-VANADIUM STRUCTURAL STEEL • FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153,ASTM 8695 CLASS 50. OR BE ‘... J
<br /> ASTM A780 STANDARD PRACTICE FOR REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT DIP GALVANIZED ELECTRO-GALVANIZED PER ASTM B633. (A490 BOLTS SHALL NOT BE HOT DIPPED GALVANIZED)
<br /> COATINGS • GUYS STANDS SHALL BE PROTECTED IN ACCORDANCE WITH ASTM A475 OR A586 MINIMUM CLASS A COATING
<br /> o ASTM A992 STANDARD SPECIFICATION FOR STRUCTURAL STEEL SHAPES • GUY ANCHORAGE IN DIRECT CONTACT OF GROUND SHALL BE HOT DIPPED GALVANIZED PER ASTM A123
<br /> r ASTM B633 STANDARD SPECIFICATION FOR ELECTRODEPOSITED COATINGS OF ZINC ON IRON AND STEEL • ALL REPAIRS SHALL BE PROTECTED IN ACCORDANCE WITH ASTM A780 RFDS VERSION 7
<br /> m ASTM B695 STANDARD SPECIFICATION FOR COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL 2. ALL FIELD CUT SURFACES SHALL BE REPAIRED WITH (2) COATS OF A 95% ZINC RICH PAINT PER ASTM A780.
<br /> o ASTM F436 STANDARD SPECIFICATION FOR HARDENED STEEL WASHERS 3. ALL DAMAGED SURFACES,WELDED AREAS AND AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS (EXISTING OR NEW)
<br /> ce
<br /> a AISC MANUAL OF STEEL CONSTRUCTION SHALL BE PAINTED WITH (2)COATS OF ZINC RICH PAINT.
<br /> � ASCE 07 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
<br /> AWS D1.1 STRUCTURAL WELDING CODE-STRUCTURAL STEEL STRUCTURAL TEST/INSPECTIONS/QUALITY ASSURANCE: EVERETT
<br /> y SEATTLE BUILDING CODE SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECS &
<br /> SECTIONS 109SIG& 1704 OF THE ITECT,INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING MALL PARK
<br /> u AGENCY DESIGNATED BY THE ARCHITECT, & RETAINED BY THE BUILDING OWNER.THE
<br /> ARCHITECT, STRUCTURAL ENGINEER, & BUILDING DEPARTMENT SHALL BE FURNISHED WITH
<br /> wCOPIES OF ALL INSPECTION &TEST RESULTS. SPECIAL INSPECTION IS REQUIRED OF THE
<br /> Lc, GENERAL NOTES: FOLLOWING TYPES OF CONSTRUCTION:
<br /> LLI 1. PLANS, SECTIONS,AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR •
<br /> CONCRETE CONSTRUCTION - ITEM 4 PER TABLE 1704.4
<br /> o SEO 1688A
<br /> FIT OF MATERIALS.0
<br /> I-,. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS,AND REFERENCES AS
<br /> o INDICATED IN THESE NOTES. DESIGN CRITERIA:
<br /> w 3. ALL WORK DESCRIBED BY THESE DRAWINGS SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR WITH A 2018 INTERNATIONAL BUILDING CODE
<br /> g MINIMUM OF 5 YEARS OF PAST EXPERIENCE IN THE WORK BEING PERFORMED. ASCE7-16 906 SE EVERETT MALL WAY
<br /> ¢ 4. THESE STRUCTURAL NOTES PROVIDE STANDARDS FOR MATERIALS AND WORKMANSHIP FOR THE STRUCTURAL EVERETT,WA 98208
<br /> PORTION OF THE JOB. REFERENCE THE ARCHITECTURAL DRAWINGS FOR GENERAL NOTES WHICH ADDRESS SEISMIC DESIGN CRITERIA:
<br /> o REQUIREMENTS FOR THE CONTRACTOR, SAFETY, LIMITS OF SCOPE AND UABILITY,AND EXPECTED WORKMANSHIP. SNOHOMISH COUNTY
<br /> 3 LATITUDE = 47.908900'
<br /> 5. CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY THE EXISTING STRUCTURE TO VERIFY DIMENSIONS, LONGITUDE = -122.220514'
<br /> ELEVATIONS, FRAMING. ETC. WHICH AFFECT THE WORK SHOWN ON THE DRAWINGS. MAPPED PARAMETER, Ss = 1.364
<br /> r MAPPED PARAMETER, Si = 0.483 / 03-01-2021 1
<br /> 6. DISCREPANCIES: THE CONTRACTOR SHALL INFORM GLOTEL IN WRITING, DURING THE BIDDING PERIOD. OF ANY RISK CATEGORY= II
<br /> DISCREPANCIES OR OMISSIONS ON THE DRAWINGS,THE SPECIFICATIONS, OR WITH RESPECT TO EXISTING IMPORTANCE FACTOR. Is =1.00
<br /> 1- CONDITIONS FROM THE SITE SURVEY. UPON RECEIPT OF SUCH INFORMATION.THE PROJECT REPRESENTATIVE SITE CLASS = D
<br /> W WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. SEISMIC DESIGN CATEGORY = D M C D A N
<br /> AMPUFlCATION FACTOR, A. = 1.0
<br /> o RESPONSE FACTOR. Rp = 2.5 P F WAS /
<br /> Lg SHOP DRAWINGS: �F iH/tio
<br /> li
<br /> 9 1. ALL FABRICATION /SHOP DRAWINGS ARE TO BE REVIEWED FOR COMPLIANCE TO THE STRUCTURAL WIND DESIGN CRITERIA: 1-7- 1- ' 0
<br /> 11
<br /> 8 DRAWINGS AND SIGNED OFF BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. (n I' .•' y 1111
<br /> o WIND EXPOSURE = B I
<br /> WIND SPEED,V= 98 MPH
<br /> 0 TOPOGRAPHIC FACTOR, Kr, = 1.00
<br /> STRUCTURAL ERECTION AND BRACING REQUIREMENTS: DIRECTIONALITY FACTOR, K, = 0.55 .1 �IAII•/ 4
<br /> °1 GUST FACTOR, GCri, = 1.9
<br /> 1. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR GUST FACTOR, GCr, = 1.5 ;t:11111f •••31
<br /> < FRACED.
<br /> 2. TINAL HE CONTTRACTOR, INOTHELPROP RY OSEQUENCE,RTED AND BSHALLL PROVIDE SHORING AND BRACING AS MAY BE 4.r.�•FG/STE' ��
<br /> REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. - PP
<br /> rc 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS 'S/ONAL ENG
<br /> SHORING. BRACING, TEMPORARY SUPPORTS, GUYING. ETC. NECESSARY TO PROVIDE A COMPLETE AND
<br /> z STABLE STRUCTURE AS SHOWN ON THESE DRAWINGS.
<br /> m ` EXPIRES 01-09-2022 J
<br /> WOOD CONSTRUCTION: •
<br /> REVISIONS
<br /> E 1. ALL NEW WOOD STRUCTURAL MEMBERS ARE DOUGLAS FIR LARCH (DFL).
<br /> O 2. ALL MEMBERS 4x AND SMALLER ARE GRADE DFL#2 OR BETTER. MEMBERS LARGER THAN 4x ARE GRADE REV. GATE DESCRIPTION BY
<br /> a DFL#1 OR BETTER. - A 02/09/21 ISSUED FOR 90R CD REVIEW AF
<br /> D3. ALL MEMBERS NOT PROTECTED FROM EXPOSURE TO MOISTURE ARE PRESSURE TREATED (PT). 0 03/01/21 ISSUED FOR 100X CONSTRUCTOR AF
<br /> 4. CONNECTION HARDWARE IS HOT DIPPED GALVANIZED (HDG) PER ASTM A153 OR STAINLESS STEEL (SS).
<br /> ✓ 5. CONNECTION HARDWARE MAYBE SPECIFIED BY BRAND TO PROVIDE KNOWN CAPACITY. BRAND SUBSTITUTES
<br /> E MAY BE USED WHICH ARE EQUAL OR GREATER AND WITH CAPACITIES VERIFIED BY AN APPROVED THIRD _ _ --
<br /> m PARTY. -
<br /> F 6. SEE BOLTS AND SCREWS NOTES FOR RELATED INFORMATION. -
<br /> F., --
<br /> '
<br /> 0
<br /> z
<br /> o
<br /> STRUCTURAL STEEL:
<br /> 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED,AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATION
<br /> z FOR STRUCTURAL STEEL BUILDINGS -AISC LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR
<br /> o STRUCTURAL STEEL BUILDINGS. SUBMIT SHOP DRAWINGS TO THE PROJECT TEAM FOR APPROVAL PRIOR TO ` I
<br /> FABRICATION.
<br /> O 2. STEEL MEMBERS EXPOSED TO MOISTURE ARE HOT DIPPED GALVANIZED PER ASTM A123. MEMBERS PROTECTED
<br /> FROM MOISTURE ARE SHOP COAT PAINTED.
<br /> Po3. PRE-QUALIFIED STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM GRADES (SEE FABRICATION TITLE
<br /> is DRAWINGS FOR SPECIFIC GRADES FOR SPECIFIC PARTS): (
<br /> STRUCTURAL NOTES )
<br /> •WIDE FLANGE ASTM A992 Fy= 50 ksi
<br /> ? •CHANNEL ASTM A36 Fy = 36 ksi
<br /> •ANGLE ASTM A36 Fy= 36 ksi
<br /> z •PLATE ASTM A572 Fy = 50 ksi SHEET
<br /> •HSS/TUBE SHAPES ASTM A500 GR.B Fy = 46 ksi
<br /> •STEEL PIPE ASTM A53 GR.B Fy = 35 ksi
<br /> S
<br /> - 1
<br /> 4. FIELD CUT EDGES, EXCEPT DRILLED HOLES, SHALL BE GROUND SMOOTH.
<br /> rc
<br /> 0 [ ..1
<br /> z
<br /> CLOTEL PROJECT#: J6561 J
<br /> 22 125
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