20-101386-Structural Plan-04-09-2020-V11'-6"1'-0"1'-6"1'-6"1'-6"1'-6"1'-0"
21'-9"1'-4"
23'-0"
24'-3"
1'-4"
25'-5"1'-4"
1'-4"
26'-8"1'-4"
1'-0"1'-6"1'-6"1'-0"Nelco Architecture, Inc.Phone:Suite 1300Seattle, WA 98101(206) 408-85001200 Fifth Ave.WWW.NELSONWORLDWIDE.COM Proj. No:Reviewed By:SEAL:CITY STAMP:IRGMS/PM IRG GREENLINEBUILDING AWEYERHAEUSER WAYS SFEDERAL WAY, WA 98001CR.00180070.000 CLIENT:PROJECT:11111 SANTA MONICA BLVD.SUITE 800LOS ANGELES, CA 90025Date:No:Description:Permit Submittal02/05/2020EXTERIOR DETAILSA8.3TRELLIS DETAIL2A8.3TRELLIS DETAIL1A8.3GENERAL NOTES:KEY NOTES:1.ALL INSULATION SHALL BE PER THE COVERSHEET AND THE WSEC.2.ANY FUTURE INSTALLED EXPOSED INSULATION AND FACING SHALL CONFORM TOIBC SECTION 7201.STRUCTURAL FILL PER GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS.2.CONCRETE FOOTING PER STRUCTURAL.3.CONCRETE WALK, SLOPE AWAY FROM BUILDING AT 1:48 AT LANDINGS.4.CONCRETE SLAB PER STRUCTURAL.5.CONCRETE TILT UP WALL PANELS. PER STRUCTURAL, PAINT PER EXTERIOR ELEVATIONS.6.EXTEND TPO ROOFING UP OVER PANEL AND UNDER METAL COPING, AT PARAPETS PERMANUFACTURERS RECOMMENDATIONS, WHERE PARAPET EXCEEDS RECOMMENDED HEIGHT,INSTALL TERMINATION BAR AS REQUIRED.7.REVEAL, TYP. SEE DETAIL 3/A8.18.2X WOOD NAILER, PER STRUCTURAL.9.ALUMINUM STOREFRONT SYSTEM - SEE EXTERIOR ELEVATIONS.10.STEEL JOIST PER STRUCTURAL.11.METAL COPING, PER EXTERIOR ELEVATIONS.12.WOOD DECK, PER STRUCTURAL.13.RIGID INSULATION, PER COVERSHEET.14.TPO ROOFING SYSTEM, PER ROOF PLAN.15.VAPOR BARRIER WITH 4" SAND AT FUTURE OFFICE AREAS ONLY, AS NOTED ON FLOOR PLANS.16.CONTINUOUS STEEL ANGLE LEDGER PER STRUCTURAL.17.OVERFLOW SCUPPER BEYOND, SEE DETAIL 11/A8.1 & 9/A8.118.STEEL CANOPY, PER STRUCTURAL. PAINT PER EXTERIOR ELEVATIONS.19.CONCRETE TRUCK COURT.20.CONCRETE PAD PER STRUCTURAL.21.HIGH POINT OF TPO ROOF BEYOND.22.SECTIONAL INSULATED O/H DOOR23.DOCK BUMPER24.3/8" BENT PLATE "Z" GUARD, TO 3'-6" AFF.25.STEEL ANGLE TO 4'-0'' AFF, SEE STRUCTURAL.26.HM FRAME AND DOOR, PAINT PER ELEVATIONS.27.2X WOOD PURLIN, PER STRUCTURAL28.STEEL TRELLIS PER STRUCTURAL. SEE EXTERIOR ELEVATIONS AND ROOF PLAN.29.STEEL COLUMN PER STRUCTURAL.30.INTERSTITIAL ROOF FRAMING, TBD31.PHENOLIC RESIN PANEL, SIMULATED WOOD GRAIN TEXTURE, ORER 1.5" HAT CHANNELAPPLIED TO CONCRETE PANEL; COLOR MIX TBD.32.3/4" IN SET PER ELEVATION33.STANDING SEAM ROOF OVER METAL DECK WITH STEEL CHANNEL GUTTER34.CONCRETE BASE PER STRUCTURAL, TYP.X28T.O. BEAM23'-1"282828282828283318183434343434343433995599TIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIGTIG
01/22/20 - 9:20am2180307S-0.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019
01/22/20 - 9:20am2180307S-0.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019
11. STATEMENT OF SPECIAL INSPECTIONS
IBC SI SO TITLE
ü1705.2
ü
STEEL CONSTRUCTION (SEE TABLES 15A, 15B, 15C, 15D, AND 15E)
1705.3
ü
CONCRETE CONSTRUCTION (SEE TABLE 13)
ü
1705.6 SOILS (SEE TABLE 12A)
ü
1705.12.1
1705.13.1 STRUCTURAL STEEL - SEISMIC FORCE RESISTING SYSTEM
1705.12.2 STRUCTURAL WOOD - SEISMIC FORCE RESISTING SYSTEM
12A. REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
IBC TABLE 1705.6
SPECIAL INSPECTION OR TEST TYPE CONTINUOUS SPECIAL
INSPECTION
PERIODIC SPECIAL
INSPECTION
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO
ACHIEVE THE DESIGN BEARING CAPACITY N/R ü
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE
REACHED PROPER MATERIAL N/R ü
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIAL N/R ü
4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES
DURING PLACEMENT AND COMPACTION OF COMPACTED FILL ü N/R
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY
THAT SITE HAS BEEN PREPARED PROPERLY N/R ü
15B. REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL -
CONSTRUCTION INSPECTION OF BOLTING
SPECIAL INSPECTION OR TEST TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
REFERENCED
STANDARD
AISC 360 TABLE N5.6-1
1. PRIOR TO BOLTING, VERIFY AND INSPECT THE FOLLOWING:-
A. MANUFACTURER'S CERTIFICATIONS FOR FASTENER MATERIALS ü N/R -
B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS N/R ü -
C. PROPER FASTENER SELECTED FOR JOINT DETAIL N/R ü AISC 360 A3.1
D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL N/R ü -
E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
SURFACE CONDITIONS AND HOLE PREPARATION, IF SPECIFIED, MEET
APPLICABLE REQUIREMENTS
N/R ü -
F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES
AND METHODS USED
ü N/R -
G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND
OTHER FASTENER COMPONENTS N/R ü -
AISC 360 TABLE N5.6-2
2. DURING BOLTING, VERIFY AND INSPECT THE FOLLOWING:
A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL
HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED N/R ü -
B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
PRETENSIONING OPERATION N/R ü -
C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED
FROM ROTATING N/R ü -
AISC 360 TABLE N5.6-3
3. AFTER BOLTING, VERIFY AND INSPECT THE FOLLOWING:
A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS ü N/R -
15A. REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL -
CONSTRUCTION INSPECTION OF WELDING
SPECIAL INSPECTION OR TEST TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
REFERENCED
STANDARD
AISC 360 TABLE N5.4-1
1. PRIOR TO WELDING, VERIFY AND INSPECT THE FOLLOWING:
A. WELDING PROCEDURE SPECIFICATIONS (WPS)ü N/R -
B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES ü N/R AISC 360 A3.5
C. MATERIAL IDENTIFICATION OF STRUCTURAL STEEL MEMBERS N/R ü AISC 360 A3.1
D. WELDER IDENTIFICATION SYSTEM N/R ü --
E. FIT-UP OF GROOVE WELDS, INCLUDING JOINT GEOMETRY
N/R ü --
1) JOINT PREPARATION
2) DIMENSIONS: ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL
3) CLEANLINESS: CONDITION OF STEEL SURFACES
4) TACKING: TACK WELD QUALITY AND LOCATION
5) BACKING TYPE AND FIT (IF APPLICABLE)
F. CONFIGURATION AND FINISH OF ACCESS HOLES N/R ü --
G. FIT-UP OF FILLET WELDS
N/R ü --
1) DIMENSIONS: ALIGNMENT, GAPS AT ROOT
2) CLEANLINESS: CONDITION OF STEEL SURFACES
3) TACKING: TACK WELD QUALITY AND LOCATION
H. CHECK WELDING EQUIPMENT N/R ü --
AISC 360 TABLE N5.4-2
2. DURING WELDING, VERIFY AND INSPECT THE FOLLOWING:
A. USE OF QUALIFIED WELDERS N/R ü -
B. CONTROL AND HANDLING OF WELDING CONSUMABLES
N/R ü -1) PACKAGING
2) EXPOSURE CONTROL
C. NO WELDING OVER CRACKED TACK WELDS N/R ü -
D. ENVIRONMENTAL CONDITIONS
N/R ü -1) WIND SPEED WITHIN LIMITS
2) PRECIPITATION AND TEMPERATURE
E. WELDING PROCEDURE SPECIFICATIONS FOLLOWED
N/R ü -
1) SETTINGS ON WELDING EQUIPMENT
2) TRAVEL SPEED
3) SELECTED WELDED MATERIALS
4) SHIELDING GAS TYPE AND FLOW RATE
5) PREHEAT APPLIED
6) INTERPASS TEMPERATURE MAINTAINED
7) PROPER POSITION
F. WELDING TECHNIQUES
N/R ü -
1) INTERPASS AND FINAL CLEANING
2) EACH PASS WITHIN PROFILE LIMITATIONS
3) EACH PASS MEETS QUALITY REQUIREMENTS
AISC 360 TABLE N5.4-3
3. AFTER WELDING, VERIFY AND INSPECT THE FOLLOWING:
A. WELDS CLEANED N/R ü -
B. SIZE, LENGTH, AND LOCATION OF WELDS ü N/R -
C. WELDS MEET VISUAL ACCEPTANCE CRITERIA
ü N/R -
1) CRACK PROHIBITION
2) WELD TO BASE METAL FUSION
3) CRATER CROSS SECTION
4) WELD PROFILES
5) WELD SIZE
6) UNDERCUT
7) POROSITY
D. ARC STRIKES ü N/R -
E. k-AREA ü N/R -
F. BACKING REMOVED AND WELD TABS REMOVED, IF REQUIRED ü N/R -
G. REPAIR ACTIVITIES ü N/R -
H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
MEMBER ü N/R -
SI =SPECIAL INSPECTION
SO =STRUCTURAL OBSERVATION
ü =ITEM IS REQUIRED
N/R =ITEM IS NOT REQUIRED
SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY. SEE ARCH, MECH AND ELEC
DRAWINGS FOR ADDITIONAL SPECIAL INSPECTIONS.
11.1 INSPECTION/TESTING REQUIREMENTS:
SEE DRAWINGS, SPECIFICATIONS, AND IBC SECTIONS 110, AND CHAPTER 17.
11.2 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 110):
11.2.1 FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE
AND ANY REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL BE IN PLACE PRIOR
TO INSPECTION.
11.2.2 CONCRETE SLAB AND UNDER FLOOR INSPECTIONS SHALL BE MADE AFTER ALL IN SLAB OR UNDER
FLOOR REINFORCING, CONDUIT, PIPING AND OTHER ANCILLARY EQUIPMENT ITEMS AND
ACCESSORIES ARE IN PLACE BUT PRIOR TO CONCRETE PLACEMENT OR FLOOR SHEATHING
INSTALLATION.
11.2.3 FRAMING INSPECTIONS SHALL BE MADE AFTER ALL SHEATHING, FRAMING, BLOCKING AND BRACING
ARE COMPLETE AND ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC., ARE INSTALLED AND
APPROVED PRIOR TO COVER.
11.2.4 IN ADDITION TO THE INSPECTIONS SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO
MAKE OR REQUIRE OTHER INSPECTIONS OF ANY CONSTRUCTION WORK TO ASCERTAIN
COMPLIANCE WITH THE PROVISIONS OF THE IBC OR OTHER LAWS ENFORCED BY THE BUILDING
OFFICIAL.
11.3 STRUCTURAL TESTS AND SPECIAL INSPECTIONS (IBC CHAPTER 17):
11.3.1 SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
11.3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF CHAPTER 17 OF THE IBC AS WELL AS ANY ADDITIONAL REQUIREMENTS OF THE
BUILDING OFFICIAL. OMISSION FROM THE LIST BELOW OF TESTING AND INSPECTION
REQUIREMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING TESTING AND
INSPECTION REQUIRED BY THE SPECIFICATIONS, THE IBC AND THE BUILDING OFFICIAL.
11.3.3 TESTING AND SPECIAL INSPECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH THE
REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR THE ITEMS LISTED IN THIS SECTION.
11.4 STRUCTURAL OBSERVATION
11.4.1 STRUCTURAL OBSERVATION SHALL BE PERFORMED DURING CONSTRUCTION IN A MANNER AS
REQUIRED TO BECOME GENERALLY FAMILIAR WITH THE IN PLACE CONSTRUCTION.
11.4.2 STRUCTURAL OBSERVATION EXTENT SHALL BE AS INDICATED ABOVE. TIMING AND DURATION OF
OBSERVATIONS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR DURING
CONSTRUCTION.
11.4.3 CONSTRUCTION OBSERVATION REPORTS AND FINDINGS SHALL NOT BE VIEWED AS A WARRANTY OR
GUARANTEE BY THE STRUCTURAL ENGINEER.
11.5 SPECIAL INSPECTOR: SHALL BE CURRENTLY WABO CERTIFIED AND UNDER THE SUPERVISION OF A
REGISTERED PROFESSIONAL ENGINEER.
11.5.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE
APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
11.5.2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,
ENGINEER OF RECORD, ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS. ALL
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL
CONTRACTOR FOR CORRECTION, THEN, IF NOT IN CONFORMANCE, TO THE PROPER DESIGN
AUTHORITY AND BUILDING OFFICIAL.
11.5.3 THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING
SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS
AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. THE REPORT SHALL BE SEALED BY
A REGISTERED PROFESSIONAL ENGINEER.
15.1 STRUCTURAL STEEL CONSTRUCTION:
SPECIAL INSPECTION AND NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL ELEMENTS SHALL BE IN ACCORDANCE WITH THE
QUALITY CONTROL AND QUALITY ASSURANCE REQUIREMENTS OF AISC 360, AS NOTED IN TABLES 15A, 15B, 15C, AND AWS D1.1,
INCLUDING:
15.1.1 INSPECTION OF ERECTED STEEL SYSTEM.
15.1.2 REVIEW OF MATERIAL TEST REPORTS AND CERTIFICATIONS FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS.
15.1.3 OBSERVATION OF WELDING OPERATIONS AND VISUAL INSPECTION OF IN-PROCESS AND COMPLETED WELDS SHALL BE AS
FOLLOWS:
A.VERIFY THAT WELD FILLER MATERIAL AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE CONFORM TO AWS
SPECIFICATION SPECIFIED. VERIFY WELDERS ARE CERTIFIED BY WABO, THAT PROPER ELECTRODES IN OVEN DRY
CONDITIONS ARE USED, AND THAT PROPER METHODS AND PREPARATIONS ARE USED.
B.PERIODIC SPECIAL INSPECTION OF WELDING SHALL BE PERFORMED FOR SINGLE PASS FILLET WELDS LESS THAN OR
EQUAL TO 5/16" AND FLOOR AND DECK WELDS.
C.CONTINUOUS SPECIAL INSPECTION OF WELDING SHALL BE PERFORMED ON COMPLETE AND PARTIAL PENETRATION
GROOVE WELDS AND FILLET WELDS GREATER THAN 5/16".
D.ALL WELDS SHALL BE CHECKED VISUALLY.
E.ALL SHOP AND FIELD WELDING SHALL BE SUBJECT TO INSPECTION BY A WABO CERTIFIED WELDING INSPECTOR
EMPLOYED BY THE OWNER. THE INSPECTOR SHALL UTILIZE RADIOGRAPHIC, ULTRASONIC, OR MAGNETIC PARTICLE
TESTING AND ANY OTHER AID TO VISUAL INSPECTION THAT MAY BE DEEMED NECESSARY TO ASSURE THE ADEQUACY
OF WELDING. THE OWNER SHALL CARRY OUT TESTING AND INTERPRETATION AT ANY STAGE AFTER WELDING.
F.100% OF ALL COMPLETE PENETRATION WELDS SHALL BE CHECKED BY ULTRASONIC TESTING.
G.ALL WELDS FOUND DEFECTIVE AND REPAIRED SHALL BE REINSPECTED BY THE SAME METHOD ORIGINALLY USED.
THE COST OF REPAIR AND REINSPECTION SHALL BE BORNE BY THE CONTRACTOR.
H.STANDARDS FOR ACCEPTANCE SHALL BE AS GIVEN IN AWS D1.1.
15.1.4 OBSERVATION OF BOLTING OPERATIONS.
15.1.5 CONTINUOUS SPECIAL INSPECTION SHALL BE PERFORMED FOR EACH JOINT OR MEMBER. PERIODIC SPECIAL INSPECTION
SHALL BE PERFORMED ON ITEMS ON A RANDOM BASIS. PERIODIC SPECIAL INSPECTION NEED NOT DELAY FABRICATION OR
ERECTION OPERATIONS.
15.1.7 OPEN-WEB STEEL JOISTS AND JOIST GIRDERS:
SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS SHALL BE IN ACCORDANCE WITH TABLE 15E.
15.1.9 EPOXY ANCHORS: SPECIFIC REQUIREMENTS FOR INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE SHALL BE
AS DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC.).
15.1.10EXPANSION ANCHORS: SPECIFIC REQUIREMENTS FOR INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE SHALL
BE AS DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC.).
12.1 SPECIAL INSPECTIONS AND TESTS FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD-BEARING REQUIREMENTS PER
IBC 1705.6., AS NOTED IN TABLE 12A.
12.1.1 THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN
PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE.
12.2 SPECIAL INSPECTIONS AND TESTS FOR DEEP DRIVEN FOUNDATION ELEMENTS SHALL BE PERFORMED DURING INSTALLATION AND
TESTING PER IBC 1705.7., AS NOTED IN TABLE 12B.
12.2.1 THE APPROVED GEOTECHNICAL REPORT AND CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN
PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE.
16.1 REQUIRED VERIFICATION AND INSPECTION OF WOOD CONSTRUCTION:
16.1.1 SPECIAL INSPECTION OF THE FABRICATION PROCESS OF PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES
SHALL BE IN ACCORDANCE WITH IBC SECTION 1704.2.5.
16.2.1 SPECIAL INSPECTION OF SITE BUILT WOOD ASSEMBLIES SHALL BE AS FOLLOWS:
A.HIGH-LOAD DIAPHRAGMS SHALL BE INSTALLED WITH SPECIAL INSPECTION AS INDICATED IN IBC SECTION 1704.2. THE
SPECIAL INSPECTOR SHALL INSPECT THE WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS THE
GRADE AND THICKNESS SHOWN ON THE CONSTRUCTION DOCUMENTS. THE SPECIAL INSPECTOR SHALL VERIFY THE
NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, NAIL OR STAPLE DIAMETER AND LENGTH, THE
NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IS AS SHOWN ON THE CONSTRUCTION
DOCUMENTS.
13. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
IBC TABLE 1705.3
SPECIAL INSPECTION OR TEST TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
REFERENCED
STANDARD IBC REFERENCE
1. INSPECT REINFORCEMENT AND VERIFY PLACEMENT N/R ü
ACI 318: CH. 20,
25.2, 25.3,
26.6.1-26.6.3
1908.4
2. REINFORCING BAR WELDING:
A. VERIFY WELDABILITY OF REINFORCING BARS
OTHER THAN ASTM A706 N/R ü AWS D1.4
ACI 318: 26.6.4 -
B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM
5 16"; AND N/R ü AWS D1.4
ACI 318: 26.6.4 -
C. INSPECT ALL OTHER WELDS ü N/R AWS D1.4
ACI 318: 26.6.4 -
3. INSPECT ANCHORS CAST IN CONCRETE N/R ü ACI 318: 17.8.2 -
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED
CONCRETE MEMBERS:
B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS
NOT DEFINED IN 4A N/R ü ACI 318: 17.8.2 -
5. VERIFY USE OF REQUIRED DESIGN MIX N/R ü
ACI 318:
CH. 19, 26.4.3,
26.4.4
1904.1, 1904.2,
1908.2, 1908.3
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS
FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT
TESTS, AND DETERMINE THE TEMPERATURE OF THE
CONCRETE
ü N/R
ASTM C 172
ASTM C 31
ACI 318: 26.4,
26.12
1908.10
7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES ü N/R ACI 318: 26.5 1908.6, 1908.7,
1908.8
8. VERIFY MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES N/R ü ACI 318:
26.5.3-26.5.5 1908.9
10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS N/R ü ACI 318: 26.8 -
12. INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED N/R ü ACI 318:
26.11.1.2(b)-
13.1 CONCRETE: SPECIAL INSPECTION AND TESTING PER IBC TABLE 1705.3 AS NOTED IN TABLE 13, INCLUDING:
13.1.3 CONTINUOUS SPECIAL INSPECTION OF BOLTS INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE.
(BRACED FRAME ANCHOR BOLTS)
13.1.5 SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE SHALL BE AS
DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC.).
18.1 SPECIAL INSPECTIONS AND TESTING FOR SEISMIC RESISTANCE:
18.1.1 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE PER IBC 1705.12 SHALL BE REQUIRED FOR SEISMIC FORCE-RESISTING
SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F FOR THE FOLLOWING:
A.SPECIAL INSPECTIONS OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE THE QUALITY ASSURANCE
REQUIREMENTS OF AISC 341.
B.PERIODIC SPECIAL INSPECTION OF NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF WOOD COMPONENTS
WITHIN THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING WOOD WOOD DIAPHRAGMS AND TILT PANEL TO
DIAPHRAGM CONNECTIONS.
15E. REQUIRED SPECIAL INSPECTIONS AND TESTS OF OPEN-WEB STEEL JOISTS
AND JOIST GIRDERS
IBC TABLE 1705.2.3
SPECIAL INSPECTION OR TEST TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
REFERENCED
STANDARD
1. INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
A. END CONNECTIONS - WELDING OR BOLTED N/R ü SJI SPECIFICATIONS
B. BRIDGING - HORIZONTAL OR DIAGONAL N/R ü SJI SPECIFICATIONS
N/R
N/R
N/R
N/R
N/R
01/22/20 - 9:20am2180307S-0.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019
AB ANCHOR BOLT
ADDL ADDITIONAL
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
ARCH ARCHITECTURAL, ARCHITECT
ASD ALLOWABLE STRESS DESIGN
BLKG BLOCKING
BM BEAM
BNDY BOUNDARY
BOT BOTTOM
BRG BEARING
BS BOTH SIDES
BTWN BETWEEN
BU BUILT UP
CIP CAST IN PLACE
CJ CONSTRUCTION/CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECT, CONNECTION
CONT CONTINUOUS
CSK COUNTERSINK
CTR CENTER
CVR COVER
DIA DIAMETER
ELEV ELEVATION
EMB EMBEDMENT
ENGR ENGINEER
EQ EQUAL/EQUIVALENT
EQUIV EQUIVALENT
ES EACH SIDE
EW EACH WAY
(E), EX, EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FDN FOUNDATION
FF FINISH FLOOR
FFE FINISH FLOOR ELEVATION
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUD
FS FAR SIDE
FTG FOOTING
GA GAGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GL GLUE LAMINATED
GLB GLUE LAMINATED BEAM
GWB GYPSUM WALL BOARD
HGR HANGER
HSS HOLLOW STEEL SECTION
HT HEIGHT
I.F.INSIDE FACE
INT INTERIOR
JNT JOINT
JST JOIST
K, KIPS KIPS=1000 LBS
L ANGLE
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOC LOCATION
MB MACHINE BOLT
MECH MECHANICAL
MFR MANUFACTURER
MIW MALLEABLE IRON WASHER
NS NEAR SIDE
NTS NOT TO SCALE
NWT NORMAL WEIGHT
O/OVER
OC ON CENTER
O.F.OUTSIDE FACE
OPP OPPOSITE HAND
OSB ORIENTED STRAND BOARD
PC PRE-CAST
PDF POWER DRIVEN FASTENERS, PAF
PAF POWER ACTUATED FASTENERS, PDF
PERP PERPENDICULAR
PL PLATE
PLF POUNDS PER LINEAR FOOT
PNL PANEL
PE, PRE-ENGR PRE-ENGINEERED
PROV PROVIDE
PW PLYWOOD
REF REFERENCE
REINF REINFORCE, REINFORCEMENT
REQ'D REQUIRED
RF ROOF
SCHED SCHEDULE
SHTG SHEATHING
SIM SIMILAR
SIMP SIMPSON STRONG-TIE
SOG SLAB ON GRADE
SPCG SPACING
SQ SQUARE
STIFF STIFFENER
SW SHEARWALL
T&G TONGUE AND GROOVE
THK THICK
THRD THREADED
T.O.TOP OF
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOPL TOP OF PLATE
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS, TRANSV TRANSVERSE
TRTD TREATED
TS TUBE STEEL (HSS)
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
W/WITH
W/O WITHOUT
WF WIDE FLANGE
WHS WELDED HEADED STUD
WTS WELDED THREADED STUD
WWF WELDED WIRE FABRIC
KEY TO ABBREVIATIONS
1
2
NO EXCAVATION FOR PIPE
OR DUCTS PARALLEL TO FTG
BELOW THIS LINE STEP AS
REQ'D
PIPE PARALLEL TO
WALL
PIPE SLEEVEEXCAVATION
6"MIN6"MIN6"MINNO PIPE THRUWALL AT THISLOCATIONTYPICAL DETAIL OF PIPE AT CONCRETE
FOOTING
COMPACTED STRUCTURAL
FILL OR LEAN CONCRETE AT
G.C. OPTION
1 1/2" CLR MIN 180-DEGREE
HOOK - LAP 48 x BAR
DIA HORIZ REINF
48 x BAR DIA (15"
MIN) TYP ALL
CORNER BARS
ACI MIN CLR+ 12 " MAXLAP 24 DIA W/
HORIZ REINF
2" MIN6" MAXTYPPLACE
ALTER-
NATING
CORNER
BARS
AS
SHOWN
48 x BAR DIA
(15" MIN) TYP
SPLICE UNO
NOTES:
1. VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL
IF NORMAL REINFORCEMENT IS NOT IN PROPER
LOCATION.
2. CORNER BARS ARE SAME SIZE AND SPACING AS
HORIZONTAL REINFORCEMENT.
3.90-DEGREE HOOKS MAY BE SUBSTITUTED FOR
CORNER BARS. SEE NOTE #5.
4. REINFORCEMENT AT ALL WALL CORNERS, ENDS,
AND INTERSECTIONS SHALL BE FABRICATED AND
PLACED IN ACCORDANCE WITH APPROPRIATE
DETAIL SHOWN.
5.USE ACI MINIMUM 90-DEGREE HOOK FOR
EMBEDMENT LESS THAN 48 x BAR DIAMETERS
PAST FACE OF WALL.
6.WALL DETAILS SHOWN, FOOTING DETAILS SIMILAR.
PLAN VIEW - TYPICAL
REINFORCEMENT PLACING
DETAIL
EXTERIOR
PAVING PER
ARCH
1'-0"0'-8"0'-8"
PER ARCH
PER ARCH
PERARCHSUB GRADE PREPARATION PER
GEOTECH REPORT
1/8" TOOLED
RADIUS
STAIR DETAIL SHOWN -
RAMP DETAIL SIMILAR
#4 NOSING BAR
#4 AT 12" O.C. EA
WAY 112" CLR TYP11
2" CLR TYP
1'-0"
6
"
M
IN
3
"
C
LR
TYPICAL CONCRETE STAIR CONSTRUCTION
FORM AND GROUT VERT
PANEL JOINT BELOW GRADE
REINFORCING SAME SIZE
AND SPACING AS LONGIT
FOOTING REINF - LAP 2'-0"
MIN W/ LONGITUDINAL
FOOTING REINF
FIRM UNDISTURBED SOIL
MIN DIMENSION SAME AS
FTG THICKNESS
1
2
TILT UP PANEL
2'-3" MAX4'-0" MIN
TYPICAL LONG FTG REINF
3 4" MIN
2" MAX
FOOTING THICKNESS PER
PLAN AND DETAILS
TYPICAL STEPPED FOOTING
AT TILT-UP WALLS
TYPICAL CONTROL JOINT TYPICAL CONSTRUCTION JOINT
18" SAWCUT x 1/5 SLAB THICKNESS - 1 14"
MIN - SAWCUT MUST BE MADE WITHIN 4
TO 12 HOURS AFTER CONCRETE
HARDENS - BLADES SHALL NOT BE BLUNT
AS TO CAUSE CHIPPING OF CONC -
PROVIDE JOINT SEALANT PER
SPECIFICATIONS - INSTALL PER MFR
RECOMMENDATIONS
AT AREAS W/ REINF
STOP REINF AT SLAB
JOINT
TOOLED JOINT R=18 "
MIN 7 8" DIA x 14" AT 12" OC DOWEL
BASKETS OR PNA SQUARE DOWEL
BASKET SYSTEM; TYPICAL AT CONTROL
JOINTS
7 8" DIA x 1'-2" GREASED SMOOTH
DOWEL AT 12" O.C. AT CL SLAB OR
DIAMOND PL 3 8" x 4.5" AT 22" OC
SECTION
NTS
2
SECTION
NTS
3
SECTION
NTS
1
SECTION
NTS
5
SECTION
NTS
4
TYP AREAS OF SLAB
ARE UNREINFORCED.
SEE PLAN FOR AREAS
W/ REINFORCEMENT
01/22/20 - 9:20am2180307S-0.0.dwg2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIES
Nelco Architecture, Inc.
Phone:
Suite 1300
Seattle, WA 98101
(206) 408-8500
1200 Fifth Ave.
WWW.NELSONWORLDWIDE.COM
Proj. No:Reviewed By:
SEAL:
CITY STAMP:
IRG
CLR/LAH
IRG GREENLINE
BUILDING A
WEYERHAEUSER WAYS S
FEDERAL WAY, WA 98001
AHBL 2180307.20
CLIENT:
PROJECT:
11111 SANTA MONICA BLVD.
SUITE 800
LOS ANGELES, CA 90025
Date:No:Description:
PERMIT SUBMITTAL 2/03/2019