APPROVED PLN BLD BLD2021-1245+Architectural_Plan+9.7.2021_7.04.57_PM+2396524GENERAL STRUCTURAL NOTES
(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.)
A. GENERAL
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL
CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL
BUILDING CODE (IBC), 2018 EDITION, AS AMENDED BY LOCAL JURISDICTION.
2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR
SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE
ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND
WINDOW OPENINGS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF
MISCELLANEOUS MECHANICAL OPENINGS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND
THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM
HIS WORK. STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE
TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED
SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL
BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO
THE SATISFACTION OF HIMSELF AND THE OWNER, THE ABILITY OF THE
STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE
ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD
OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN
DOCUMENTS FOR TEMPORARY BRACING AND STRENGTHENING, INCLUDING
FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW.
THESE DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED
ENGINEER IN THE STATE OF WASHINGTON. THE CONTRACTOR SHALL
PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH TEMPORARY WORK AS
REQUIRED.
4. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO
THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO
FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY
WILL NOT SATISFY THIS REQUIREMENT.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.
WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR
CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE
USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE
ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS
TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING
MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE
WITH INSTRUCTIONS PREPARED BY THE SUPPLIER.
7. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND
WOOD FORMS FOR CONCRETE FOOTINGS & FOUNDATIONS, AND CONCRETE SLABS
ARE REQUIRED PER IBC SECTION 109.3.
8. PRE -MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL
BE DESIGNED BASED ON THE CRITERIA PRESENTED IN THE CONTRACT
DOCUMENTS. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE
CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY
CONNECTIONS, INCLUDING CONNECTIONS TO THE PRIMARY STRUCTURE, NOT
SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS.
SHOP DRAWINGS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS
IMPOSED ON THE PRIMARY STRUCTURE. SHOP DRAWINGS AND CALCULATIONS
SHALL BE SUBMITTED AS NOTED PREVIOUSLY.
B. DESIGN CRITERIA
1. DESIGN LOADS
ROOF LIVE LOAD 25 PSF (SNOW)
RESIDENTIAL LIVE LOAD (DECK) 60 PSF
WIND (IBC SIMPLIFIED) 100 MPH, EXPOSURE "B", Kzt = 1.0
EARTHQUAKE (ASCE) SITE CLASS D
SEISMIC USE GROUP 1 (le = 1.0)
SEISMIC DESIGN CATEGORY D
Ss = 1.319g, Sds = 1.055g
ALLOWABLE SOIL PRESSURE
1,500 PSF AT V-6" DEPTH
LATERAL EARTH PRESSURE
50 PCF
PASSIVE PRESSURE
300 PCF
COEFFICIENT OF FRICTION
0.4
2. LATERAL RESISTANCE SYSTEM: SHEATHED BEARING WALLS, ASCE 7-16
C. RENOVATION
DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING
ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS
REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS
SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT
CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS
TO 40 PSF.
CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS
PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN
ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IS EXISTING CONDITIONS
DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE
DRAWINGS.
EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW
CUTTING, IF AND WHERE USED, SHALL NO CUT EXISTING REINFORCING THAT IS TO BE
SAVED.
A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE
ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVER
CUT.
B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS
PRIOR TO CUTTING ANY OPENINGS.
C. SMALL ROUND OPENINGS SHALL E ACCOMPLISHED BY CORE DRILLING.
D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY
CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE
REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY
THE ENGINEER OR ARCHITECT.
ABBREVIATIONS
(THIS IS A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.)
D. FOUNDATION
1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO
SPECIFICATION REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING
DRAINAGE, SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE
CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF
THE GEOTECHNICAL ENGINEER.
2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED,
COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT
FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM
DRY DENSITY AS DETERMINED BY ASTM D1557.
3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS
INCREASED 3" AT EACH INTERFACE WITH SOIL.
4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING
CONCRETE.
5. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW
CONSTRUCTION SHALL BE REMOVED.
6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL
CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN
EXCAVATIONS.
7. BACKFILL BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL
MATERIAL, AND PROVIDE PERFORATED PIPE DRAINS AS DESCRIBED IN THE
SOILS REPORT. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE
WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR TEMPORARY BRACING.
ALL FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OR WALLS
ABOVE, UNLESS NOTED OTHERWISE.
E. CONCRETE
1. ULTIMATE STRENGTH DESIGN PER INTERNATIONAL BUILDING CODE AND
ACI 318-14
2. CONCRETE FOR FOOTINGS AND SLABS -ON -GRADE SHALL CONFORM TO A 28-
DAY STRENGTH OF f'c = 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2
SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO PRODUCE
A SLUMP OF 5" OR LESS. CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE A
28-DAY STRENGTH OF f'c = 3000 psi.
THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY
BE CHANGED IF A CONCRETE DESIGN MIX IS SUBMITTED TO THE
ENGINEER AND THE BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO
PLACEMENT OF CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE
AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATES, WATER AND ADMIXTURES AS WELL AS
THE WATER -
CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA
IN ACCORDANCE WITH ACI 318, SECTION 5.3. CONTRACTOR MAINTAINS RESPONSIBILITY FOR
SPECIFIED PERFORMANCE OF CONCRETE PRODUCTS.
ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND
ALL CONCRETE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED
WITH AN AIR -ENTRAINING AGENT CONFORMING TO IBC SECTION 1904.2. TOTAL
AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL
BUILDING CODE.
NO ADMIXTURES, OTHER THAN FOR AIR -ENTRAINMENT AS NOTED ABOVE,
SHALL BE USED WITHOUT PRIOR REVIEW BY THE ENGINEER.
ALL CONCRETE IN ELEVATED STRUCTURAL SLABS AND BEAMS SHALL BE
POURED MONOLITHICALLY UNLESS SHOWN OTHERWISE OR APPROVED BY THE
ENGINEER PRIOR TO PLACEMENT.
3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM
A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI.
EXCEPTIONS: ANY BARS SPECIFICALLY NOTED ON THE DRAWINGS AS
GRADE 40, fy = 40,000 PSI.
WELDED WIRE FABRIC: ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE
FULL MESH. PLACE AT MID -DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL
TO BE SUPPLIED IN FLAT SHEETS.
4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS)
IN ACCORDANCE WITH ACI 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER
NOTE D.5. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER
BARS PER NOTE D.5. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM
OF 8" AT SIDES AND ENDS.
5. REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW,
UNLESS NOTED OTHERWISE:
DEVELOPMENT LENGTH 48 BAR DIAM.
DEVELOPMENT LENGTH, top bar* 64 BAR DIAM.
LAP SPLICE LENGTH 64 BAR DIAM.
LAP SPLICE LENGTH, top bar* 80 BAR DIAM.
*TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN
12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318.
REINFORCING SHALL NOT BE TACK WELDED.
6. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3"
FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS
BELOW GROUND) OR WEATHER 2"
SLABS AND WALLS (INTERIOR FACE) 1 1/2"
7. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS
DETAILED OTHERWISE:
6" WALLS #4 @ 16" HORIZ. #4 @ 18" VERTICAL 1 CURTAIN @ CENTER
8" WALLS #5 @ 18" HORIZ. #5 @ 18" VERTICAL 1 CURTAIN @ CENTER
8. EPDXY GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH
SIMPSON SET ADHESIVE BY SIMPSON STRONG TIE, PER ER-5729, FOLLOWING
MANUFACTURER'S INSTALLATION INSTRUCTIONS
AB
ANCHOR BOLT
CL
CENTERLINE
(E)
ACI
AMERICAN CONCRETE INSTITUTE
CLR
CLEAR
EA
ADDL
ADDITIONAL
CMU
CONCRETE MASONRY UNIT
EF
ADJ
ADJACENT
COL
COLUMN
EL
AFF
ABOVE FINISHED FLOOR
CONC
CONCRETE
ELEC
AISC
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
CONN
CONNECTION, CONNECT
ELEV
ALT
ALTERNATE
CONSTR
CONSTRUCTION
EMB
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
CONT
CONTINUOUS
ENGR
APA
AMERICAN PLYWOOD ASSOCIATION
CONTR
CONTRACTOR
EQ
APPROX
APPROXIMATE; APPROXIMATELY
COORD
COORDINATE
EQUIP
ARCH
ARCHITECT; ARCHITECTURAL
CID
COMPLETE PENETRATION
ES
ASSY
CSK
COUNTERSINK; COUNTERSUNK
EW
ASTM
AMERICAN SOCIETY FOR TESTING & MATERIALS
CTR
CENTER
EXP
AWS
AMERICAN WELDING SOCIETY
CU FT
CUBIC FOOT
EXP JT
CU IN
CUBIC INCH
EXT
BD
CY
CUBIC YARD
BLDG
BUILDING
FD
BLKG
BLOCKING
d
PENNY (NAILS)
FDN
BM
DBL
DOUBLE
FF
BMU
BRICK MASONRY UNIT(S)
DEPT
DEPARTMENT
FLR
BOF
BOTTOM OF SLAB
DET
DETAIL
FLG
BOS
DIA
DIAMETER (SEE SYMBOLS)
FOC
BOT
BOTTOM
DIAG
DIAGONAL
FOM
BRG
BEARING
DIAPH
DIAPHRAGM
FOS
BEAM
DICA
DRILLED -IN CONCRETE ANCHOR
FS
C
STANDARD CHANNEL
DIM
DIMENSION
FT
CG
CENTER OF GRAVITY
DN
DOWN
FTG
CGS
CENTER OF GRAVITY OF STRANDS
DO
DITTO
CIP
CAST -IN -PLACE
DWG
DRAWING
GA
CJ
CONSTRUCTION JOINT/CONTROL JOINT
DWL
DOWELS
GALV
F. CARPENTRY
1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH
WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION.
FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
MEMBER
SIZE
SPECIES GRADE
MIN.
BASIC DESIGN
STRESS
JOISTS AND RAFTERS:
2x-3x
DF #2
Fb =
875 PSI
JOISTS AND RAFTERS:
4x
DF #1
Fb =
1000 PSI
BEAMS AND STRINGERS:
6x-LRGR.
DF #1
Fb =
1350 PSI
POSTS AND TIMBERS
6x-LRGR.
DF #1
Fc =
1000 PSI
TOP AND BOTTOM PLATE AT
SHEARWALLS & BEARING WALLS:
DF #2
Fb =
1000 PSI
STUDS, PLATES, &
MISC. LIGHT FRAMING:
DF #2
Fb =
875 PSI
ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE
STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED
AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER WITH A LEAST
DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN
AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR
TO ITS USE IN FRAMING THE STRUCTURE.
2. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY
SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE
TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED
LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL
CONNECTORS TO PRESSURE TREATED LUMBER SHALL BE HOT DIP
GALVANIZED, INCLUDING WASHERS, NAILS, SCREWS, AND SIMPSON STRONG -TIE
HANGERS, STRAPS, AND PLATES, AND BOLTS LESS THAN 1/2" DIAMETER.
3. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS
AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS
MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO,
CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE
SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER
LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICC REPORTS TO
ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS.
ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION
PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN ICC APPROVED LOAD
CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE
SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS.
EXISTING
GL
GLUE -LAMINATED
LOC
LOCATION
EACH
GWB
GYPSUM WALL BOARD
LONGIT
LONGITUDINAL
EACH FACE
GYP
GYPSUM
LSL
LONG SLOTTED HOLE
ELEVATION
LVL
LAMINATED VENEER LUMBER
ELECTRICAL
HDR
HEADER
LWC
LIGHT WEIGHT CONCRETE
ELEVATOR
HNG
HANGER
EMBED, EMBEDDED, EMBEDMENT
HORIZ
HORIZONTAL
M
MISC SHAPE
ENGINEER
HP
HP SHAPE
MAS
MASONRY
EQUAL
HS
HIGH STRENGTH
MATL
MATERIAL
EQUIPMENT
HT
HEIGHT
MAX
MAXIMUM
EACH SIDE
MECH
MECHANICAL
EACH WAY
ID
INSIDE DIAMETER
MFR
MANUFACTURER
EXPANSION; EXPOSED
IF
INSIDE FACE
MIN
MINIMUM; MINUTE
EXPANSION JOINT
IN
INCH
MISC
MISCELLANEOUS
EXTERIOR
INCL
INCLUDE; INCLUDING; INCLUSIVE
MO
MASONRY OPENING
INFO
INFORMATION
FLOOR DRAIN
INT
INTERIOR
(N)
NEW
FOUNDATION
N
NORTH
FAR FACE, FINISHED FLOOR
JT
JOINT
NF
NEAR FACE
FLOOR; FLOOR LINE
NFPA
NATIONAL FOREST PRODUCTS ASSOC
FLANGE
K
KIP = 1000 POUNDS
NIC
NOT IN CONTRACT
FACE OF CONCRETE
KO
KNOCK -OUT
NOM
NOMINAL
FACE OF MASONRY
KSI
KIPS PER SQUARE INCH
NS
NEAR SIDE
FACE OF STUD
NITS
NOT TO SCALE
FULL SIZE; FAR SIDE
LAB
LABORATORY
FEET; FOOT
LB
POUND
oc
ON CENTER
FOOTING
LF
LINEAL FOOT
OD
OUTSIDE DIAMETER
LLBB
LONG LEGS BACK-TO-BACK
OF
OUTSIDE FACE
GAUGE
LLH
LONG LEGS HORIZONTAL
OH
OPPOSITE HAND
GALVANIZED
LLV
LONG LEGS VERTICAL
OPNG
OPENING
SPECIAL INSPECTION(S) REQUIRED FOR THIS
PROJECT:
1) Installation of Brackets for the push pins
2) Soils
3) Installation of push pins
City Of Edmonds
Building Department
-------------
Work DECK
----------------------
--------------
Address 16907 76TH AVE W
Owner STUBENRAUCH
Approved Date 9/27/2021
Building Official W. 71( COfka- L
Permit Number;
OPP
OPPOSITE
OSB
ORIENTED STRAND BOARD
PAR
PARALLEL
PERP
PERPENDICULAR
PL
PLATE
PLWD
PLYWOOD
PREFAB
PREFABRICATED
PROP
PROPERTY
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PSL
PARALLEL STRAND LUMBER
PT
POST TENSION
RD
ROOF DRAIN
REF
REFERENCE
REINF
REINFORCE; REINFORCING
REQ'D
REQUIRED
RO
ROUGH OPENING
SCHED
SCHEDULE
SEC
SECTION
SHT
SHEET
SHTG
SHEATHING; SHEETING
SIM
SIMILAR
SPA
SPACING, SPACE, SPACES
SPEC
SPECIFICATION
SQ
SQUARE
STD
STANDARD
STIFF
STIFFENER
BLD2021-1245
STRUCTURAL CONNECTORS
ALL STRUCTURAL CONNECTORS TO BE BY SIMPSON STRONG TIE OR EQUAL. USE
ZMAX/HDG HOT DIPPED GALVANIZED OR STAINLESS STEEL CONNECTORS AS A
MINIMUM. USE FASTENERS GALVANIZED PER ASTM A153. ALL PRESSURE TRATED
LUMBER USED SHALL BE COMPATIBLE WITH ZMAX GALV. CONNECTORES, RE:
SIMPSON STRONG -TIE CORROSION INFORMATION.
8. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE
SHOWN ON THE PLANS:
8.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE
CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING
CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO
TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. COORDINATE THE
SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL
DRAWINGS.
8.2 WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE
2x4 STUDS @ 16"oc AT INTERIOR WALLS AND 2x6 STUDS @ 16" AT EXTERIOR WALLS. TWO
STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL
OPENINGS AND UNDER THE ENDS OF ALL BEAMS. UNLESS NOTED OTHERWISE A (2) 2x8
HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD WALLS AND A (3) 2x8
HEADER OVER ALL OPENINGS IN 2x6 WALLS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE
PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT
MID -HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT.
ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR
LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"oc
STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR
BOLTS AT 4'-0"oc, EMBEDED 7", UNO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL
SCHEDULE FOR REQUIRED SHEATHING AND NAILING.
8.3 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES
IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE:
PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED
8d = .131 DIAMETER x 2-1/2" MINIMUM LENGTH
10d = .131 DIAMETER x 3" MINIMUM LENGTHTO
16d = .131 DIAMETER x 3-1/2" MINIMUM LENGTH
HAND NAILING - SINKERS, COATED
8d = 11-1/2 GAGE x 2-3/8"
10d = 11 GAGE x 2-7/8"
16d = 9 GAGE x 3-1/4"
SPECIAL CONDITIONS:
CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN THE FIELD.
OBTAIN OWNERS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL
DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS,
FLOOR AND WALL FINISHES, ETC.
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED BY PLANNING
/ � O
LAI . �-
Sep 23 2021
STL
STEEL
&
AND
SYMBOLS
STRUCT
STRUCTURAL
@
AT
SYM
SYMMETRICAL
BEAM CAMBER
CENTERLINE
■ COLUMN CONTINUOUS
T
TOP
0
DIAMETER; ROUND
1 SECTIONS
T&B
TOP AND BOTTOM
#
NUMBER; POUND
T&G
TONGUE AND GROOVE
m
SQUARE
❑ COLUMN BELOW S100
TEMP
TEMPERATURE
L
STRUCTURALANGLE
THK
THICKNESS
JL
DOUBLE ANGLE
THRU
THROUGH
PLATE
TOB
TOP OF BEAM
TOC
TOP OF CONCRETE; TOP OF CURB
TOF
TOP OF FOOTING
TOL
TOP OF LEDGER
���o+ �5��0+ �o�+ Qua+ SIMPSON STRONG -TIE HOLDOWN
TOM
TOP OF MASONRY
TOS
TOP OF STEEL, TOP OF STRUCTURE
TOW
TOP OF WALL
SIMPSON STRAP
TS
TUBING, STRUCTURAL
TYP
TYPICAL
UBC
UNIFORM BUILDING CODE
UL
UNDERWRITER'S LABORATORY, INC.
UNO
UNLESS NOTED OTHERWISE
URM
UNREINFORCED MASONRY
UT
ULTRA -SONIC TEST
VERT VERTICAL
W WIDE FLANGE
WP WORK POINT
WWF WELDED WIRE FABRIC
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RECEIVED
9/8/21
CITY OF EDMONDS
DEVELOPMENT
!!SEERVICES DEPARTMENT
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REVISIONS:
CADD FILE:
21081
DATE: 09-02-2021
DRAWN: P. PATEL
CHECKED: C. BURT
S0.1
POST PER PLAN
SIMPSON MPBZ
SOLLEVEL---\
(2) #4 BARS
WITHIN 5" OF TOP
#4 TIES @ 12"oc
(4) #4 VERT. o
a° JO U
8 a 2 M
18"0
FIXED BASE CONNECTION
SECTION
3/4" = V-0"
Hardware and fasteners in contact with ■
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper.
In the absence of manufacturer's
recommendations a minimum of ASTM A 653 I
type G185 zinc -coated galvanized steel, or ■
■ equivalent, shall be used. I
I IRC R317.3.1 IBC 2304.10.5.1 ■
oe O = PROPRIETARY PUSH
PIERS: GRIP-TITE SYSTEM PER
UES EVALUATION REPORT NO.
531 DRIVING FORCE NOT TO
EXCEED 21.7 KIPS
18"
10'-6"
2'-0"
WMIA
2'-0"
4'4" 4'4"
14'-0"
3
46-0"
30'-0"
5
PUSH PIER PLAN w/ PARTIAL FOUNDATION PLAN Q
LOWER FLOOR PLAN Er__10
NOTES: 1/4" = V-0"
1.) DO NOT SCALE DRAWINGS.
2.) VERIFY ALL DIMENSIONS INFIELD.
3.) ROOM LOCATIONS ARE APPROXIMATE.
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RECEIVED
918/21
Z�ITY OF EDMONDS
DEVELOPMENT
VICES DEPARTMENT
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REVISIONS:
CADD FILE:
21081
DATE: 09-02-2021
DRAWN: P. PATEL
CHECKED: C. BURT
S1.1
UPPER FLOOR PLAN
NOTES:
1.) DO NOT SCALE DRAWINGS.
2.) VERIFY ALL DIMENSIONS INFIELD.
3.) ROOM LOCATIONS ARE APPROXIMATE.
1 /4" = 1 '-0"
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RECEIVED
918/21
CITY OF EDMONDS
5 DEVELOPMENT
VICES DEPARTMENT
J
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LL
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REVISIONS:
CADD FILE:
21081
DATE: 09-02-2021
DRAWN: P. PATEL
CHECKED: C. BURT
S1.2
17'-0" T.O.F.
h 9'-0" T.O.F.
WEST ELEVATION
NOTES:
1.) DO NOT SCALE DRAWINGS.
2.) OPENINGS LOCATIONS ARE APPROXIMATE.
17'-0" T.O.F.
9'-0" T.O.F.
SOUTH ELEVATION
1/4" = 1'-01, �J NOTES:
1.) DO NOT SCALE DRAWINGS.
2.) OPENINGS LOCATIONS ARE APPROXIMATE.
NORTH ELEVATION.
1/4" = 1'-0"
17'-0" T.O.F. �
9'-0" T.O.F. �
Uw �o
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rn
QZ QQ
W =�
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RECEIVED
918/21
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
V )
Z
O
I-
w
J
W
REVISIONS:
CADD FILE:
NOTES:
1.) DO NOT SCALE DRAWINGS.
2.) OPENINGS LOCATIONS ARE APPROXIMATE.
1/4" = 1'-0"
A1,0