HomeMy WebLinkAboutPermit D05-325 - GATEWAY CORPORATE CENTER - BUILDING #1VOLUNTARY SEISMIC RETROFIT PHASE
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BUILDING CODE DATA
TYPE
APPLICABLE CODE
FIRE PROTECTION
N/A
BUILDING
SEE BELOW
PLUMBING
N/A
MECHANICAL
N/A
E LECTR {CAL
N/A
HANDICAPPED
N/A
DESCRIPTION OF SCOPE OF WORK
THE SCOPE OF WORK PROVIDED IN THESE DOCUMENTS SHALL BE CONSIDERED AS A
PARTIAL SEISMIC REHABILITATION AND IS NOT INTENDED TO ADDRESS ALL ASPECTS OF
STRUCTURAL VULNERABILITY.
'VOLUNTARY SEISMIC RETROFIT OF WALL ANCHORAGE, CONTINUITY TIES. DRAGS,
FRAMES AND ROOF DIAPHRAGMS TO THE 1997 UNIFORM BUILDING CODE. ALL
EXISTING DRAG CONNECTIONS DO NOT COMPLY WITH THE 'OMEGA' OVERSTRENGTH
FACTOR OF THE 1997 UBC AND THE 1997 UBC RELUIBILITY /REDUNDANCY (Rho)
FACTOR IS NOT CONSIDERED.
OCCUPANCY GROUP
UNCHANGED (GROUP S2)
TYPE OF CONSTRUCTION
TYPE 10
BUILDING USE
UNCHANGED (WAREHOUSE)
ALLOWABLE FLOOR AREA CALCULATIONS
UNCHANGED
SHEET INDEX
STRUCTURAL
11 COVER SHEET
S1 GENERA. NOTES
52 ROOF FRAMING PLAN
S3 DEALS
LEGEND
— - : INDICATES (E) BEAM SPLICE.
. -�
—x
INDICATES (N) HOLD DOWN.
: INDICATES (E) CONTINUITY TIE.
: INDICATES (E) WALL.
sirrE PLAN
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BUILDING ADDRESS
ADDRESS 12830-12886 INTERURBAN AVENUE SOUTH
TUKWILA, WASHINGTON 93168
BUILDING OWNER
NAME AMP. PRCPERTIES
ADDRESS BAY ONE, PIER ONE
SAN FRANSISCO, CA. 94111
PROPERTY MANAGER
NAME
ADDRESS
CONTACT
PHONE
AMB PROPERTY CORPORATION
12720 GATEWAY DRIVE, SUITE 110
TUKWILA, WASHINGTON 98168
KIM ALLEN
(206) 957 -8862
BUILDING DEPARTMENT
NAME DEPARTMENT OF COMMUNITY DEVELOPMENT
ADDRESS 6300 SHOUTHCENTER BLVE., SUITE 100
TUKWILA, WASHINGTON 98168
PHONE (206) 431 -3670
STRUCTURAL ENGINEER
NAME J.S. DYER AND ASSOCIATES, INC.
ADDRESS 24 EXECUTIVE PARK, SUITE 200
IRVINE, CA. 92614
CONTACT JEFF DREW
PHONE (949) 296 -8858
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STRUCTURAL LUMBER (CONT)
5. STRUCTURAL PLYWOOD SHA± L CONFORM TO U.S. PRODUCTS STANDARD
PS 1 -95. STRUCTURAL USE PANELS SHALL CONFORM TO PS 2 -92
(APA PRP -108). APA GRADE STAMP SHALL BE PROVIDED ON ALL
SHEATHING. SHEATHING SHALL BE EXPOSURE 1 (EXTERIOR GLUE).
INSTALL WITH FACE GRAIN ACROSS SUPPORTS EXCEPT WHERE NOTED
ON PLANS OR DETAILS. PROVIDE GAPS AT ALL EDGES AS
RECOMMENDED BY APA. GAPS PROPERLY SPACED INITIALLY, BUT
CLOSED DURING CONSTRUCTION NEED NOT BE SAWCUT. ROOF AND
FLOOR SHEATHING AND SHEAR WALL PANELS SHALL BE IN PLACE AND
INSPECTED BY THE BUILDING OFFICIAL PRIOR TO COVERING,
6. FRAMING HARDWARE SHALL BE "SIMPSON STRONG -TIE" OR APPROVED
EQUAL LATEST EDITION UNLESS OTHERWISE NOTED. FILL ALL ROUND
AND TRIANGLE NAIL F!OLES WITH NAILS TYPICAL. CONNECTORS USED
OTHER THAN * SIMPSON STRONG -TIE" PRODUCTS SHALL BE AT THE
RISK OF THE CONTRACTOR. J.S. DYER do ASSOCIATES, DOES NOT
ACCEPT ANY RESPONSIBILITY NOR GUARANTEE THAT OTHER CONNECTORS
ARE EQUIVALENT IN ALL RESPECTS INCLUDING LOAD CAPACITY, QUALITY
AND /OR PERFORMANCE TO - SIMPSON STRONG -TIE` PRODUCTS.
7. WOOD SCREWS SHALL BE IN CONFORMANCE WITH ANSI B18.6.1.
8. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI B18.2.1. ALL BOLTS
THRU WOOD SHALL HAVE STANDARD CUT WASHERS EXCEPT WHERE
METAL SIDE PLATES ARE SPECIFIED, BOLT HOLES S HALL BE BORED
1/32" TO 1/16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE
NOTED. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF
9. PROVIDE 2x SOLID BLOCKING AT ALL JOINT AND RAFTERS BEARING
LOCATIONS, MORE THAN EIGHT INCHES IN DEPTH AT NOT MORE THAN
W -0" ON CENTER UNLESS HUNG IN AN IOC -ES APPROVED METAL HANGER.
10. DO NOT NOTCH JOISTS, RAFTERS OR BEAMS EXCEPT WHERE SHOWN ON
THE DETAILS. HOLES THROUGH SILLS, PLATES, STUDS AND DOUBLE
PLATES IN WALLS SHALL NOT EXCEED 1/3 OF THE PLATE WIDTH. USE
BORED HOLES LOCATED IN CENTER OF MEMBER OR USE METAL STRAP
ON NEAR SIDE. NO HOLES PERMITTED IN STUDS. SILL PLATES OR
MP_ PLATES OF $HEAR PANELS WITHOUT EXPRESSED APPROVAL
11. USE MALLEABLE IRON WASHERS UNDER EXPOSED EXTERIOR BOLT HEADS
AND NUTS. MALLEABLE WASHERS TO HAVE A DIAMETER 4 TIMES BOLT
DIAMETER AND THICKNESS 1/2 BOLT DIAMETER.
12. DOUBLE TOP PLATES AT ALL EXTERIOR WALLS AND ALL BEARING
PARTTTIONS (NOT OTHERWISE DETAILED) SHALL LAP 4' -0" MINIMUM
AT SPLICES AND SHALL HAVE 6 -16d NAILS MINIMUM THROUGH EACH
SIDE OF SPLICE IN PLATES.
13. ALL WALLS NOT SOLIDLY SHEATHED OR CONTAINING SHEAR PANELS
SHALL HAVE A 1x6 DIAGONAL LET -IN OR APPROVED STEEL X BRACE
AT THE ENDS AND AT NOT MORE THAN 25' ON CENTER. BRACE SHALL
EXTEND FROM BOTTOM OF LOWEST PLATE TO TOP OF UPPER PLATE.
Q 14. ALL ING DW E SH �BEAS AN FA TU ED �BY
- SIMPSON COMPANY" OR ENGINEER APPROVED EQUAL. ALL "CT AND 7
HARDWARE SHALL BE ZONE 4 HARDWARE
15. ADHESIVES USED FOR ANY FIELD GLUEING SHALL CONFORM TO APA
PERFORMANCE SPECIFICATION AFG -01.
16. WHERE (E) HOLES IN ROOF FRAMING MEMBERS ARE LESS THAN 2 1/2" FROM
(N) BOLT HOLES FOR (N) HARDWARE, THE (E) HOLE SHALL BE FILLED W/ EPDXY.
GENERAL
I. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITr
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND TH S
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM!'ED TO
NORMAL WORKING HOURS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND
METHODS OF CONSTRICTION AND SHALL TAKE ALL VEAS :RES NECESSARY
TO PROJECT THE STRUCTURE DURING CONSTRUCTION. INCLUDING, BUT
NOT LIMITED T0, SHORING, BRACING, AND TEMPORARY EXCAVATIONS. AND
SHALL BE IN ACCORDANCE WITH ALL STATE AND FEDERAL SAFETY
REQUIREMENTS.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE
CONDITIONS BEFORE STARTING WORK AND SHALL NOTIFY THE ARCHITECT
AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
4. ALL OMISStONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF
THE WORKING DRAWINGS AND /OR SPECIFICATIONS SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE
PROCEEDING WITH WORK SO INVOLVED.
5. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT AND
ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
6. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY
SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING
EXCAVATION.
7. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN
SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED.
NOR SHALL ANY STRUCTURAL. MEMBER BE CUT FOR PIPES, DUCTS, OR
OTHER ITEMS UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN
PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS,
OR OTHER ITEMS. REFER TO ARCHITECTURAL AND MECHANICAL
DRAWINGS FOR LOCATIONS.
8. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS
OF THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.) AND
SHALL COMPLY WITH AND BE INSTALLED iN ACCORDANCE WITH ALL THE
REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES
HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES,
AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION,
OSHA.
9. WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION IT
SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE
NOTED.
10. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE
AND WRITTEN CONSENT OF J.S. DYER do ASSOCIATES INC. STRUCTURAL
ENGINEERS.
11. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE
DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR
REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND /OR HIS
SUB - CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED
MATERIALS OR LABOR SPECIFIED.
12. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE
RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS.
THESE ATTACHMENTS SHALL BE DESIGNED TO RESIST ALL GRAVITY. WIND,
SEISMIC, THERMAL. LOADS, ETC. IN ACCORDANCE WITH THE PROJECT DESIGN
CRITERIA, SPRINKLER PIPING SHALL BE SUPPORTED AND BRACED PER NFPA -13.
SUSPENDED CEILING SYSTEMS OF ACOUSTICAL TILE OR LAY -IN PANELS SHALL
BE SUPPORTED AND BRACED PER UBC STANDARD 25 -2 (ASTM C635 AND C636)
13. CONCRETE SLAB -ON -GRADE HAS NOT BEEN DESIGNED FOR CONSTRUCTION
LOADS OR SPECIFIC OCCUPANT SERVICE LOADS BY THE STRUCTURAL
ENGINEER.
14. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
CONSIDERED BY THE STRUCTURAL ENGINEER.
15. SEE ARCHITECTS SPECIFICATIONS AND ADDITIONAL REQUIREMENTS.
16. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL
NOT INCLUDE OBSERVATION OF SAFETY METHODS, BRACING OR SUPPORT
AND SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF
CONSTRUCTION.
17. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING
CONDITIONS IS GIVEN AS BEST AS POSSIBLE, BUT WITHOUT GUARANTEE
OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS,
THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER
REVISIONS MAY BE MADE. MODIFICATIONS OF DETAILS OF CONSTRUCTION
SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.
18. REPLACE ALL DAMAGED do REMOVED GYPSUM BOARD SHEATH
TO PREVIOUSLY CONSTRUCTED CONDITION.
19. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING
CONDITIONS IS GIVEN AS BEST AS POSSIBLE. BUT WITHOUT
GUARANTEE OF ACCURACY WHERE ACTUAL CONDITIONS CONFLICT
WITH THE DRAWINGS, THEY SMALL BE REPORTED TO THE ENGINEER
SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS
OF DETAILS OF CONSTRUCTION SHALE NOT BE MADE WITHOUT
WRITTEN APPROVAL OF THE ENGINEER.
20. EX IS TING SUBPURL IN, PURL N AND FLOOR JOIST HANGERS SHALL
BE INSPECTED FOR CORROSION WHERE READILY AVAILABLE. ANY
HANGERS NOTED MIRTH CORROSION SHALT. BE REPORTED TO THE ENGINEER.
2 WALL ANCHOR BOLTS MAY BE ANGLED AT UP TO 1:10 WITHOUT ENGIINEER
NCTIFICA ION U.N.C.
22. CO"WTOR SHALL EXFIB#T THE NECESSARY CALiT ON AND CARE wHK_E tDR:WNG
W EXISTING CONCRETE WALL PANELS TO PREVENT SPALi!NG.
23. DES" BASED ON 1997 EDITION OF UNIFORM BUILDING CODE.
REFERENCE
DESIGN PARAMETER �
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REXVDANCY FACTOR _ (NOT CHECKED)
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J.S. DYER 8 ASSOCIATES INC.
STRUCTURAL ENGINEERS
24 EXECUTIVE PARK, Suite 200, IRVINE, CA. 92614
TEL. (949) 296 -8858 • FAX (949) 296 -0766
60 -0 '
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ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN
CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF
J.S. DYER AND ASSOCIATES, INC. AND THE SAME MAY
NOT BE DUPUCATED, USED OR DISCLOSED WITHOUT THE
EXPRESS WRITTEN CONSENT OF J.S. DYER AND ASSOC. INC
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NOTES \
(E) GLU LAM SEAM
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