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<br /> VIII. ADHESIVE ANC%HORS AND DOWELS IIX. STRUCTURAL TESTS, INSPECTIONS, AND OBSERVATIONS
<br /> 1 . ANCHORS AND DOWE�S INSTALLED INTO CONCRETE: HILTI RE-500-V3 1 . AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE "
<br /> (ICC-ESR-3814), SIMPSON STRONG-TIE SET-XP (ICC-ESR-2508) OR RETAINED BY TNE OWNER TO PERFORM TESTS AND INSPECTION.
<br /> DEWALT/POWERS PURE 110+ (ICC ESR 3298). ALL EMBEDMENT
<br /> DEPTHS NOTED ON DRAWINGS ARE EFFECTIVE EMBEDMENT PER 2. THE FOLLOWING ITEMS REQUIRE TESTS AND INSPECTIONS IN
<br /> MANUFACTURER. ACCORDANCE WITN TNE REQUIREMENTS OF THE CHAPTER "STRUCTURAL
<br /> TESTS AND INSPECTIONS" OF THE APPLICAB�E CODE. REQUIREMENTS
<br /> FOR TESTS AND INSPECTIONS ARE IDENTIFIED IN THE SPECIFICATIONS.
<br /> 2. THE TESTING LABORATORY IS TO PERFORM TENSION TESTS ON 50� OF A. SOILS AND EXCAVATIONS ���
<br /> ANCHORS AND DOWELS TO THE FOLLOWING TEST LOADS: B. REINFORCING STEEL
<br /> C. CAST-IN-PLACE CONCRETE
<br /> D. STRUCTURAL STEEL
<br /> TEST LOAD (LBS) E. POST-INSTALLED ANCNORS y
<br /> ROD DIA 3. NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72
<br /> OR BAR CMIN ANCHOR ANCHOR HOURS IN ADVANCE AND PROVIDE ACCESS FOR THE FOLLOWING
<br /> SIZE �OCATED > CMIN 8c LOCATED > 12" STRUCTURAL OBSERVATIONS:
<br /> < 12" FROM EDGE FROM EDGE
<br /> A. STEEL FRAMING ��
<br /> 3/8", #3 2" 1 ,300 1 ,600 a. FRAMING - BEAMS AND COLUMNS �"��
<br /> ,�
<br /> 1 /2", �4 2 1 /2" 2,000 3,400
<br /> 5/8", �5 3" 2,800 4,200 �
<br /> 3/4", �6 4" 3,700 5,000 X. DESIGN CRITERIA
<br /> 7/8", #7 4 1 /2" 3,7�0 5,000 1 . APPLICABLE CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE WITH
<br /> 1 ", �8 5" 4,800 6, 100 WASHINGTON STATE AMENDMENTS
<br /> 2. GRAVITY LOADS:
<br /> A. DEAD LOADS - VARY BASED ON ACTUAL BUILDING AND EQUIP `�
<br /> OPERATING WEIGHTS �Y
<br /> 6. ANCHORS: ASTM A36 THREADED ROQS WITH ASTM A563 GRADE A NUTS AND ANSI B. LI�'E �OADS:
<br /> `B18.22.1 TYPE A WASHERS, UNLESS OTNERWISE NOTED. ANCHORS DESIGNATED AS ASTM
<br /> A193 GRADE B7 THREADED RODS TO USE ASTM A563 GRADE DH HEAVY HEX NUTS a. FLOOR AND SLAB ON GRADE --- ------ ---- - 504 PSF ;�
<br /> AND ASTM F436 WASHERS.
<br /> b. H 20 - HIGHWAY LOADING.
<br /> 7. REBAR DOWELS: ASTM A615 GRADE 60 REINFORCING STEEL. 10"TYP.
<br /> 8. INSTALL ANCHORS IN ACCORDANCE WITH LATEST ICC-ESR REPORT AND MANUFACTURER �
<br /> INSTRUCTIONS. - - - - - - -
<br /> 9. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE 8K ---� 32K—�-- � � ��
<br /> LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS ' ' � �
<br /> OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE � � ,
<br /> ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE , ,
<br /> ANCHOR OR DOWEL MAY NOT BE SNIFTED AS NOTED ABOVE, THE ENGINEER WILL 14'-0"
<br /> DETERMINE A NEW LOCATION. r' -
<br /> 10. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLAN
<br /> PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH ADHESIVE ANCHORS.
<br /> c. STEER CAR LOADING
<br /> :;;
<br /> I � � ,_6,� � 4,_2„ °
<br /> r., ..�.. ►-�
<br /> — — — — � — � —
<br /> 0
<br /> 20K--� 20K�; 20K---; i
<br /> �
<br /> - - - - �- - -� - �
<br /> � � �
<br /> I I I
<br /> P LAN
<br /> �,?
<br /> 3. SEISMIC DESIGN:
<br /> SS= 1 .449g
<br /> S1 = 0.560g
<br /> SDS= 0.966g
<br /> SD 1 = 0.560g �
<br /> SEISMIC IMPORTANCE FACTOR (IE}: 1 .0 '�
<br /> ��.�
<br /> RISK CATEGORY: II
<br /> SITE CLASS: D
<br /> SEISMIC DESIGN CATEGORY: D
<br /> 4. WIND DESIGN:
<br /> A. BASIC WIND SPEED V (ULTIMATE): 110 MPN
<br /> B. WIND EXPOSURE: C
<br /> C. RISK CATEGORY: II
<br /> D. INTERNAL PRESSURE COEFFICIENT: GCPI = +/- .18
<br /> 5. THE FOLLOWING ARE ITEMS, AND THEIR CONNECTION TO TNE STRUCTURE ARE TO ��",
<br /> BE DESIGNED BY A SPECIALTY ENGINEER IN ACCORDANCE WITH THE ABOVE '
<br /> LOADING, DESIGN CRITERIA AND THE APPLICABLE DESIGN CODE:
<br /> A. EXTERIOR DOOR SYSTEMS
<br /> B. UTI�ITY DISTRIBUTION SYSTEMS ANCHORAGE AND BRACING
<br /> C. EQUIPMENT ANCHORAGE AND BRACING
<br /> 6. DESIGN TEAM
<br /> CALE ASH PROJECT ADVISOR
<br /> KYLE STEUCK PROJECT ASSOCIATE � De en o -
<br /> � g �:�.
<br /> DAVID SOMMER PROJECT ENGINEER ,� .
<br /> JOSHUA SIZEMORE DESIGNER �JO�/O SU BM ITTAL DEGENKOLB ENGINEERS "
<br /> JUN SANCNEZ SENIOR CAD�BIM SPECIALIST Seatte,�wA�89o1et, suite720
<br /> I S S U E D F C�R P E R M I T 206.262.9240 Phone �
<br /> 1 n .^0. � � 206.262.9346 Fax
<br /> L L www.degenkolb.com
<br /> Project No.: B7735010.00
<br /> SYM REVISION BY APPROVED DATE SYM REVISION 8Y APPROVED DATE ��-���, ACCEPTABILITY DRAWN DATE SUBTITLE � cuRRENr 216661 gg SYMBOL n DATE 12.20.17
<br /> � -=5.� TH,S oES,�N ANoioR CHECKED GENERAL NOTES (CONT D.) ��
<br /> A 767 LONG LOAD PROGRAM 21666189 DEG KPS 12.20.17 � � '''='fr �`
<br /> SHEET
<br /> � � , 1 ,�:.} : SPECIFICATION IS APPROVED ENGINEER TITLE
<br /> BOE,��� � �� � , '��f N APPROVED BY DEPT. DATE Q ,
<br /> � ��-�. ' �_.�°`;� CHECKED ��/ \ �
<br /> - �� '� '��' BUILDING 40-033 �
<br /> �y �, st �;� , f��,� � � JOB N0. COMP N0.
<br /> ,���� ��r��,� �,�r,v APPRovE� 21666189 A4872985
<br /> �����s�,�r* ��� DWG N0. �
<br /> ��=t;� �` APPROVED STRUCTURA� MASTER EVERETT, WA 40-033-S2A �
<br />
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