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DESIGN CRITERIA: STRUCTURAL STEEL NOTES: SYMBOLS:
<br /> 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE
<br /> INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CONSULTANT FOR REVIEW PRIOR TO FABRICATION. ,. GRID REFERENCE --: at&t
<br /> CODE AMENDMENTS (2009 SBC) _
<br /> 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD (AS PER ACCIDENT PREVENTION PROGRAM BY PERMISSION OF WREN
<br /> 2. DESIGN LOADS: WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED CONSTRUCTION, INC. - 03/01/99) i' 'x\'1 DETAIL REFERENCE Your World. Delivered.
<br /> DESIGN DATA FOR EVERETT, WA 98201 EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR q,---%'
<br /> THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR FALL PROTECTION METHODS AND EQUIPMENT
<br /> -ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH
<br /> ROOF TOP INSTALLATIONS r
<br /> 2006 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE , �1 ELEVATION REFERENCE �„
<br /> -BASIC WIND SPEED 85 MPH (100 MPH 3 SECOND GUSTS) CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF �,__Y,
<br /> INSPECTION REPORTS AND TEST RESULTS. EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED r�,
<br /> -WIND EXPOSURE C SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THEa.
<br /> f
<br /> 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONSTRUCTION WORKERS. �` SECTION REFERENCE
<br /> -SEISMIC ZONE D
<br /> TYPE OF MEMBER 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.,
<br /> BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE ,,,,....r,
<br /> CENTERLINE
<br /> SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND
<br /> A. PLATES, SHAPES, ANGLES, AND RODS -- -- ---
<br /> CONCRETE NOTES: B. SPECIAL SHAPES AND PLATES ASTM ASTM A36, FFy36 KSI
<br /> KSl VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. PROPERTY/LEASE LINE
<br /> C. PIPE COLUMNS
<br /> 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. D. STRUCTURAL TUBING ASTM A53 Fy 35 KSI 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS ofPACIFIC TELECOM SERVICES,
<br /> E. ANCHOR BOLTS ASTM A500, Fy 46 KSI AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. -- MATCH LINE
<br /> 2. CONCRETE SHALL BE MIXED PROPORTIONED CONVEYED AND PLACED IN F. CONNECTION BOLTS ASTM A307 LLC
<br /> ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC. STRENGTHS AT 28 DAYS ASTM A325 TWIST-OFF-TYPE 4. SAFETY LINE SHALL BE MINIMUM 1" DIAMETER NYLON, WITH A NOMINAL
<br /> AND MIX CRITERIA SHALL BE AS FOLLOWS. 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER TENSILE STRENGTH OF 5400 LBS. - - - WORK POINT
<br /> A123/A123M-00.
<br /> TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE GROUND CONDUCTOR
<br /> RATIO CONTENT 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS STRUCTURE.
<br /> A. (f�) PER CUBIC YARD AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX -------
<br /> SLABS ON GRADE 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO - TELEPHONE CONDUIT
<br /> TOPPING SLABS ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE
<br /> CONCRETE PIERS 2,400 PSI <.45 5 Y2 SACKS USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE REACH EDGE OF ROOF, BUT NOT BEYOND.
<br /> L ELECTRICAL CONDUIT
<br /> PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 8828 REGISTERED
<br /> B. ALL STRUCTURAL CONCRETE 4,000 PSI _.45 6 Y2 SACKS REINFORCING BARSIF REQUIRED) SHALL BE PERFORMED USING E70 XX 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS.
<br /> A COAXIAL CABLE 7 r ARCHITECT
<br /> ( --
<br /> EXCEPT WALLS ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS /
<br /> rj,'H
<br /> 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION
<br /> NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, OVERHEAD SERVICE I
<br /> ,
<br /> C CONCRETE WALLS 4,000 PSI <.45 6 Y2 SACKS WELDED BARS. -INCLUDING: CONDUCTORS B.HALL
<br /> CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND \ ATE OF WASHINGTON
<br /> INSPECTION OF CONSTRUCTION AREA FOR HAZARDS E'.._______. ,-=.] GROUT OR PLASTER
<br /> 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES USE OF AN INSPECTION CHECKLIST EXPIRATION DATE OF THE
<br /> METHODS AND PROCEDURES OF CONCRETE PLACEMENT. INDICATED. ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS 08/20/13
<br /> "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL REPORTING AND DOCUMENTING ANY HAZARDS I_;_._Lr_ L7 ,_L.,....4 _1 (E) BRICK
<br /> 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE MEMBERS." REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
<br /> AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN Ll'c/z.z/z/../I OIcs (E) MASONRY
<br /> C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER
<br /> ACCORDANCE WITH TABLE 1904.2.1 OF THE 2009 IBC.
<br /> AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. COWORKER SAFETY REPRESENTATIVE 11 •. ' , :' ,- 1 CONCRETE
<br /> 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL I 1:=I i-11 I
<br /> / � 11 >LLL 1 1 1 111 EARTH
<br /> 51), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO A307 BOLTS UNLESS NOTED OTHERWISE. NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION
<br /> NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60
<br /> • ,.;0<>..<; : GRAVEL
<br /> REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER tet, .,.,
<br /> TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS ERECTORS,
<br /> WELDED WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH NOTED OTHERWISE. EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS
<br /> WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS
<br /> 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION I - -.1 SAND
<br /> 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND
<br /> ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC PRACTICES L;;>-<.1] WOOD CONTINUOUS
<br /> AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER RICH PAINT) OR APPROVED EQUAL.
<br /> BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT __] WOOD BLOCKING
<br /> LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF
<br /> WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. TOWER/POLE NOTES: I--tz.:_%llll lrizZJ STEEL
<br /> 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 1• VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED
<br /> ANTENNA LOADING IS TO BE DONE BY OTHERS.
<br /> ;:N) NEW
<br /> 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, . w O
<br /> GRADE 60, fy-60,000 PSI. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL (E, EXISTING > N
<br /> INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED ( T "Tl Qcp
<br /> 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S i NEW ANTENNA lid O m CI UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. REQUIREMENTS.
<br /> '..01, EXISTING ANTENNA O
<br /> 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS 0 ,-
<br /> FOLLOWS: f- GROUND ROD [..i. 10 j
<br /> - FOOTINGS AND OTHER UNFORMED 3"
<br /> SURFACES, EARTH FACE r� GROUND BUS BAR N j
<br /> w
<br /> - FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2" 0 MECHANICAL GRND. CONN.
<br /> L..1...
<br /> TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 1/2"
<br /> B CADWELD
<br /> - SLABS AND WALLS (INTERIOR FACE) 3/4"
<br /> 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. [(..._ GROUND ACCESS WELL
<br /> 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. '....E ELECTRIC BOX
<br /> 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER
<br /> AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE TELEPHONE BOX
<br /> MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE
<br /> AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI , -. LIGHT POLE
<br /> MINIMUM).
<br /> 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE C) FND. MONUMENT
<br /> TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER.
<br /> !Si SPOT ELEVATION
<br /> SET POINT REVISIONS
<br /> NO. DATE DESCRIPTION INITIAL
<br /> A 02/24/12 ISSUED FOR PCD REVIEW TB
<br /> /r,\ REVISION 0 03/19/12 ISSUED FOR FINAL CONSTRUCTION WJR
<br /> 1 04/19/12 REVISED FOR FINAL CONSTRUCTION WJR
<br /> 2 04/24/12 REVISED FOR FINAL CONSTRUCTION AF
<br /> 3 05/14/12 REVISED FOR FINAL CONSTRUCTION PHD
<br /> 4 09/11/12 ISSUED FOR FINAL CONSTRUCTION SS
<br /> SPECIAL INSPECTIONS REQUIRED: 5 09/18/12 SUBMITTAL SET PHD
<br /> SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑ VERIFICATIONS OF MILL REPORT ❑ SPRAYED -ON- FIREPROOFING
<br /> CONCRETE OVER 2400 PSI (5Y2 SACK MIX) AT 28 DAYS ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ STRUCTURAL MASONRY
<br /> CONCRETE PLACEMENT AT SLAB ON GRADE NOT FOR CONSTRUCTION UNLESS
<br /> WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF 111 ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ PRESTRESSED CONCRETE LABELED AS CONSTRUCTION SET
<br /> REINFORCEMENTS AT SLAB ON GRADE
<br /> ❑ ALL FIELD WELDING
<br /> FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN
<br /> CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY CONCRETE ❑ REINFORCING PLACEMENT SHEET TITLE
<br /> THE GEOTECHNICAL ENGINEER OF THE RECORD ❑ HIGH STRENGTH BOLTING ❑ DESIGNER SPECIFIED (SEE SHEET#__) GENERAL NOTES
<br /> ❑ OTHER
<br /> SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, SHEET NUMBER
<br /> WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
<br /> SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH
<br /> . THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
<br /> 2707 Colby Ave 81209-035 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. G_2
<br /> THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
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