APPROVED PLN BLD-BLD2021-1548 ARCH. PLANSAPPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
.......................................................
;INTERCONNECTED SMOKE;
;ALARMS AND CO
'DETECTORS ARE A
REQUIREMENT OF THIS
;PERMIT IN ACCORDANCE
;WITH R314.2-2
;------------------------------------------------------ ;
NOTE: FOR POST -INSTALLED ANCHORS,
USE 5/Qj" 0 THREADED ROD EMBEDDED
IZ" MAX. USE 51MP50N SET-XP EPDXY
OR APPROVED EQUIVALENT. DTL. I/53•I
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
City Of Edmonds
Building Department
Work 2ND FLOOR ADDITION
Address 8223 200TH ST SW
Owner BEEBE
Approved Date 12/28/2021
Building Official call Gooxh16(
Permit Number BLD2021-1548
------------------------------------------------
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APPROVED BY PLANNING
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Jan 31 2022
FOOTING SCHEDULE
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DENOTES 110V, SMOKE DETECTOR CARBON
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BACK-UF & INTERCONNEGTEP ALARMS -
VERFY EXISTING LOCATION OR IN5TALL,
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Zx4 WALL5 AND R-ZI AT Zx(o WALL5.
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CS
REVIEMlfD FOR CONFORMANCE
WITH LATERAL CALCULATIONS
DATED 11/11/ D 1
AREA CALCULATION
LEVEL/ROOM
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NEW
TOTAL
MAIN FLOOR (5.F•)
10(07
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• LEGEND
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5B 50LIP BLOCKING TO MATCH STUP WIDTH ABOVE MIN,
WnTF4�
I. DROPPED BEAMS & HEAPER5 ARE 5PEGIFIEP ON THE
FLOOR BELOW. FLUSH 5EAM5 ARE 5PEGIFIEP ON FRAMING
PLAN5
Z. FLOOR 5HEATHING SHALL BE 3/4" T&G 0515 OR PLYWOOD.
NAIL PANEL EPGES W/ IOP @ &" O.G. & PANEL FIELD W/ IOP
@ IZ" O.G., UNLE55 NOTED OTHERWI5E.
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DUE TO THE DIFFERENCE
IN ELEVATION FROM THE
LOWER TO UPPER FLOOR
A SMOKE DETECTOR AND
CO ALARM WILL BE
REQUIERED IN THIS AREA.
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WALL LINE BELOW
-------------------------�
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----
DENOTES 110V. SMOKE DETECTOR W/ BATTERY
BACK-UP & INTERCONNECTED ALARMS - VERIFY
EXISTING LOCATION OR INSTALL.
' ----
DENOTES 110V. SMOKE DETECTOR CARBON
MONOXIDE DETECTOR W/ BATTERY
BACK-UP & INTERCONNECTED ALARMS -
VERIFY EXISTING LOCATION OR IN5TALL,
0 EXISTING GON5TRUCTION
0 NEW CONSTRUCTION
EXISTING REMOVED
GENERAL NOTE5:
I. DOORS TO BE (0'-8° HIGH U.N.O.
2, NEW WINDOW5 TO HAVE U-VALUE = 0.25 MIN.
3. ALL EXI5TING WALL CAVITY EXP05E1? DURING
GON5TRUGTION TO BE FILLED WITH INSULATION MIN. R-Iri AT
2x4 WALL5 AND R-21 AT 2x(0 WALL5.
4. FILL CAVITY AT 4x EXTERIOR HEADER5 W/ R-10 RIGID
IN5ULATION,
5. VERIFY/INSTALL MIN. BATTERY OPERATED 5.D. IN EA. BDRM.
& 0.0./5.12. OUT5I12E EACH 5LEEPING AREA & ON EA, FLOOR
ENGINEERING NOTES:
I. SW-x DENOTE5 5HEARWALL TYP. 5EE 5-5HEET5 FOR
5GHEDULE, DETAIL5 & NOTE5
Z. ALL EXTERIOR WALLS SHALL BE FRAMED A5 5HEARWALL
TYPE (o, UNLESS NOTED OTHERWISE.
3. VERIFY / UPGRADE EXI5TING WALL5 A5 REQUIRED FOR
SHEAR WALL SCHEDULE.
4. FLOOR SHEATHING SHALL BE 3/4° T&G 0515 OR PLYWOOD.
NAIL PANEL EDGES W/ 10,4 Co (a° O.G. & PANEL FIELD W/ 10.4
aC 12° O.G., UNLE55 NOTED OTHERWISE.
d4M5
REVIEWIED FOR CONFORMANCE
WrM LATERAL CALCUl AMNS
DATER 11 11/2021
AREA CALCULATION
LEVEL/ROOM
EXIST.
NEW
TOTAL
MAIN FLOOR (5.F•)
10(07
0
10(07
UPPER FLOOR (5.F•)
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1352
TOTAL (5Q.FT.):
2027
3 J2
2419
GARAGE:
428
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SHEET #
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(Y)P VRI( WT nr I AP(`W I T�:-(`TC I I (`
EXTENT OF rv"
ALUMINUM GUT'
UPPER ROOF VENTILATION
ROOF AREA:
3°JZ
VENTILATION REQUIRED (AREAxl44/300)
ISS
VENTILATION PROVIDED:
VENT BLOCKS (TOTAL 15LOCK5):
14
LOWER TOTAL (x7.1 5.1. PER BLOCK):
1°J
LOW ROOF JAGK5: (0) Ca 44,9 5.1. EA.):
0
,TOTAL LOWER PROVIDED:
1919.4
AT LOWER (.50 MIN, .(00 MAX.):
0,03
REQ'D AT UPPER (.40 MIN, ,r,0 MAX.):
o.ro
UPPER AREA REQUIRED (UPPER /xTOTAL AREA):
194
ROOF JAGK5 TOTAL (UPPER AREA/4,9 S.I. ):
1.192
USE:
2
,UPPER TOTAL PROVIDED:
°Jb
,TOTAL VENT PROVIDED (LOWER+UPPER):
1,97
NOTES:
I. VENT 151-00K5 TO HAVE (3) 2° DIAMETER SCREENED HOLE5
LOCATION NOTED PER PLAN. NOTE: VENTED EAVE5 AND
GABLE END VENT5 ARE NOT PERMITTED WHEN BUILDING 15
LOCATED 5' FROM A PROPERTY LINE.
2, PROVIDE SOLIP BEARING UNDER ALL GIRDER TRU55E5 OF
MULTIPLE 5TUP5 TO MATCH TRU55 WIDTH, U.N.O.
3. ALL TRU55 BOTTOM CHORP5 TO BE PE5IGNEP A5 ATTI05
WITHOUT STORAGE (10 P5F LL). TRU55E5 SHALL BE
PE5IGNEP WITH A BOTTOM CHORD OPENING LP-55 THAN
42°x24" WHERE (2) OR MORE TRU55E5 HAVE THE SAME
WEB CONFIGURATION.
4. ROOF TRU55E5 & PE51GN TO CONFORM TO IRC R802.10.1
5, ROOF OVERFRAMING: Zx4 RAFTERS Co Z4° O.G. W/ 2x4
P05T SUPPORT aC 49 " D.G. 5TAGGERED. BRACE PO5T5
OVER &'-0" (IN ZX FLAT DIRECTION).
(a. TRU55 DESIGNS AND DETAILS SHALL BE PREPARED Be
5TAMPEP BY AN ENGINEER REGI5TEREP IN WA5HINGTON
STATE AND 5HALL BE PROVIDED TO THE BUILDING OFFICIAL
FOR APPROVAL PRIOR TO INSTALLATION. TRU55
DRAWINGS 5HALL REMAIN ON THE JOB 51TE.
7. DROPPED BEAMS & HEADERS ARE SPECIFIED ON THE
FLOOR BELOW. FLUSH 13EAM5 ARE 5PECIFIEP ON FRAMING
PLAN5
8. ROOF 5HEATHING SHALL BE 1/2° V&G 05B OR PLYWOOD.
NAIL PANEL EDGES W/ IOJ @ ( " O.C. k PANEL FIELD W/ IOJ
oC 12° O.C., UNLE55 NOTED OTHERWISE.
Scale: 1/4" = I'
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MAX. HEIGHT ALLOWED FOR
GI IMNEY: 430.5~---------
1 . COMP051TION ROOF
_ _ _MAX. HEIGHT ALLOWED: 4_27.5_'
HIGHe'� RIDGE:�27.0
NEW UPPER PLATE
NEW UPPER HEADER —
EX. UPPER PLATE WINDOW Br
CORNER TRIM TO - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
EX. UPPER HEADER_ MATCH EX15T_ - - - - - - - - - -------
IT
SIDING TO MATCH
EX15T,
NEW UPPER PLR. I
N N O
--- -� 1-1- - - ----- -- -- -��- ---- ---- EXISTING RESIDENCE --- --- -- ----
N .} DENOTES
EX. UPPER FLOOR IxI0
N DOWNSPOUT TYP.
EX. MAIN PLATE
EX. MAIN HDR.
EX. MAIN FLOOR
A155 402.5'
EAST ELEVATION
---------------- F ---------------- ------------------- ---- ----------- ------ -
---------------
-------------- -
I
i
EXISTING I�E5IDENGE s 1
WEST ELEVATION
n CC
COMP051TION ROOF
TO MATCH EX15T.
WINDOW &
f� � I CORNER TRIM TO
MATCH EX15T.
II I 51DING TO MATCH
EXIST.
5OUTH ELEVATION
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CITY OF EDMONDS
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JOR
21-038
DATE:
II-o2-21
SHEET s�
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TYPIGAL
SCALE: I-I/2" = I'-0
51PING PER ELEVATION
BUILDING PAPER, TYP,
TYP. SHEATHING
TURN FELT ROOFING UP
WALL 1'-0" @ ROOF/WALL
INTER5EGTION.
LAP BLPG. PAPER
OVER FLASHING
SHEET METAL FLASHING
SEAM SEALANT
ROOFING & SHEATHING
PER PLAN
WALL -ROOF FLA5HING
TYPIGAL STAIR
50ALE: 3/4" =
HANPGRIP NOT L1555
THAN 1-1/4" AND NOT
GREATER THAN 2" CRO55
SECTIONAL PIMEN510N,
CONTINUOUS HANDRAIL
34" To 38" ABOVE
NO51NG PER I.R.G. RNI.7.8.
4" MAX. OPENING
BTWN 13ALU5TER5
NOTE: PIRESTOP STAIR @
TOP & BOTTOM OF RUN 8e
BETWEEN STUDS ALONG
RUN OF STRINGER
A30 CLIP, TYP.
FIREBLOCKING (TYP.)
(3) 2x12 5TRINGER5 W/
I/2" GWB @ 5TORAGE
AREA5 UNDER STAIR
I x 8) RISER & I I/8" TREAD
WALL LOCATION VARIES PER PLAN
TYPICAL ROOF:
ASPHALT COMP051TION ROOFING
OVER *4# FELT PAPER ON 7/1(o" 0515
SHEATHING (GPX @ OVERHANG) ON
MFG. TRU55155 @ 24" O.G.
R-4,9 FLOWN -IN
IN5ULATION
AIR BAFFLE- MAINTAIN I"
AIR SPACE MIN,
2x EAVE BLOCKING W/
5CREENEP HOLES
OWB W/ PVA PAINT, TYP.
5/4"x(o" FA50IA W/ r2"
ALUMINUM GUTTER5 AND
FLA5HING
TYPICAL WALL- 515E DETAIL
I/API
TYPICAL ROOF- VENTED EAVE
SCALE: 3/4" = 1' 0"
TYPICAL
50ALE: 3/4" = I'.
TYPICAL EXTERIOR WALL:
51PING PER PLAN
10l� BUILDING PAPER OVER
SHEATHING (PER 5-5HEET5)
2x(o 5TUP5 @ 1&" O.G. W/
R-21 GATT INSULATION
I/2" GYPSUM WALL BOARP W/
PVA PAINT (U.N.O.)
TYPICAL FLOOR FRAMING:
3/4" T & G SUBFLOOR OVER
FRAMING PER PLAN
R-3o GATT INSULATION REQUIRED
IF OVER UNHEATED SPACE OR @
CANTILEVER
T INSULATION @
=R
ALL PER PLAN
WALL a@ FLOOR FRAMING
SOLID BLOCK
OVER 5UPPORT
EXISTING FRAMING PER PLAN
GIRDER PER PLAN
2x4 GUSSET EA. 511?15 W/ (4)
0.148x3-I/2" NAILS TO 1`05T &
(3) 0.148x3 1/2" NAIL5 TO
TRU55- SHIM A5 NEEDED
POST PER PLAN
MA1510 ANCHOR
(o MIL, BLACK VAPOR
BARRIER
UNPI5TURBEP SOIL
TYPICAL ISOLATED FOOTING
5-GALE: 3/4" = I
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SECTION IAA
(`nn Vf2l Cl IT (c) 17 APr l IITT(`TC I I (`
SHEET #
AD-1
STRUCTURAL NOTES
CODE
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE JURISDICTION
SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST
EDITION.
DESIGN LOADS
LIVE LOADS:
RESIDENTIAL 40 PSF
SNOW 25 PSF
EARTHQUAKE LOADS:
SITE CLASS
SHORT PERIOD SPECTRAL RESPONSE (Sps)
ONE SECOND SPECTRAL RESPONSE (Soy)
OCCUPANCY CATEGORY
SEISMIC IMPORTANCE FACTOR (IE)
SEISMIC DESIGN CATEGORY
BASIC SEISMIC FORCE -RESISTING -SYSTEM
RESPONSE MODIFICATION FACTOR, (R)
SEISMIC RESPONSE COEFFICIENT (CS)
WIND LOADS:
ULT. BASIC WIND SPEED (3 SECOND GUST)
EXPOSURE
KZT
D
1.034
0.456
II
1.00
D
WOOD S. W.
6.5
0.159
100 MPH
B
1.00
SPECIAL INSPECTION
SPECIAL INSPECTION PER CHAPTER 17 OF THE IBC SHALL BE PERFORMED AS REQUIRED BY THE
JURISDICTION FOR THE FOLLOWING ITEMS:
• WOOD (SECTION 1705.5)
REFER TO IBC SECTION 1705.10 AND 1705.11 FOR ADDITIONAL INSPECTION REQUIREMENTS FOR THE
STRUCTURAL COMPONENTS OF THE LATERAL FORCE RESISTING SYSTEM.
ALL INSPECTIONS SHALL BE PERFORMED BYA QUALIFIED TESTING AGENCY DESIGNATED BY THE
OWNER. THE ARCHITECT, ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
INSPECTION REPORTS. IF ANY INSPECTION FAILS TO MEET THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM.
STRUCTURAL OBSERVATION
STRUCTURAL OBSERVATION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE
REQUIRED BY THE LOCAL JURISDITION. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE
RESPONSIBILITY FOR ANY SPECIAL INSPECTIONS REQUIRED. NOTIFY THE ENGINEER A MINIMUM OF ONE
WEEK PRIOR TO THE OBSERVATION.
WOOD FRAMING
ALL WOOD FRAMING SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 23, ANSI/AWC
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND AITC "TIMBER CONSTRUCTION
MANUAL".
SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN AGENCY APPROVED BY AN
ACCREDITATION BODY COMPLIANT WITH DOC PS 20. ALL GRADES SPECIFIED IN THE STRUCTURAL
DRAWINGS ARE MINIMUM STANDARDS AND SHALL BE AS FOLLOWS:
• STUDS, PLATES, AND BLOCKING HEM -FIR STUD GRADE
• JOISTS DOUG-FIR #2
• 4x OR SMALLER BEAMS AND HEADERS DOUG-FIR #2
• 6x OR LARGER BEAMS AND HEADERS DOUG-FIR #1
• POSTS AND TIMBERS DOUG-FIR #2
WOOD FRAMING SHALL BE KILN -DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN
CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO EARTH OR WEATHER SHALL BE PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT,
PRESERVATIVE, AND END USE REQUIRED.
GLUED LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH
ANSI/AITC A190.1 AND ASTM D3737. UNLESS OTHERWISE SPECIFIED, ALL GLUED LAMINATED TIMBERS
SHALL BE DOUGLAS FIR SPECIES. SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4 AND MULTI -SPAN
BEAMS OR BEAMS THAT CANTILEVER SHALL BE COMBINATION 24F-V8. ALL EXPOSED GLULAMS SHALL
HAVE AN ADDITIONAL TENSION LAMINATION SUBSTITUTED FOR A CORE LAMINATION ON THE TENSION
SIDE OF UNBALANCED 24F-V4 BEAMS AND ON BOTH SIDES OF BALANCED 24F-V8 BEAMS.
STRUCTURAL WOOD PANEL SHEATHING USED ON WALLS, FLOORS, OR ROOFS SHALL CONFORM TO
THEIR SPECIFIC REQUIREMENTS IN DOC PS 1, DOC PS 2, OR ANSI/APA PRP 210. PLYWOOD SHALL BE
GRADE C-D WITH EXTERIOR GLUE. REFER TO IBC SECTIONS 2303.1.4, 2304.6, AND 2304.7 FOR ADDITIONAL
COMPLIANCE REQUIREMENTS.
PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES
PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES SHALL BE SIZED, SPACED, AND DETAILED TO
MATCH THE LOADING AND DIMENSIONAL REQUIREMENTS INDICATED ON THE STRUCTURAL DRAWINGS.
TRUSSES SHALL COMPLY WITH IBC 2303.4, I -JOISTS SHALL COMPLY WITH IBC 2303.1.2, AND COMPOSITE
BEAMS SHALL COMPLY WITH 2303.1.9. THE MANUFACTURER'S DESIGNER IS RESPONSIBLE FOR CODE
COMPLIANCE AND SHALL PROVIDE SHOP DRAWING AND CALCULATION SUBMITTALS AS SPECIFIED.
ENGINEER AND BUILDING OFFICIAL APPROVAL IS REQUIRED PRIOR TO FABRICATION OF
PRE -MANUFACTURED COMPONENTS.
REFER TO THE DESIGN LOADS FOR BASIC STRUCTURAL LOADING REQUIREMENTS. REFER TO THE
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL LOADING AND OPENING
REQUIREMENTS NOT SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT
EXCEED U480 FOR LIVE LOADS OR L1360 FOR TOTAL LOADS UNLESS APPROVED IN WRITING BY THE
ENGINEER. ALL TRUSSES WITH A DEPTH EQUAL TO OR GREATER THAN 24" SHALL BE DESIGNED FOR A
BOTTOM CHORD LIVE LOAD OF 10PSF, NOT APPLIED CONCURRENT WITH THE TOP CHORD LIVE LOAD.
PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE MANUFACTURER SHALL PROVIDE ALL
SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF THE SYSTEM (INCLUDING BUT NOT
LIMITED TO FULL DEPTH BRIDGING, BLOCKING, WEB STIFFENERS, AND PRODUCT SPECIFIC
CONNECTORS.
NAILS, SCREWS, BOLTS, AND CONNECTORS
REFER TO THE PLANS, NOTES, SCHEDULES, AND DETAILS FOR ALL NAILING REQUIREMENTS. NAILING
NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1. ALL NAILS SHALL CONFORM TO THE STANDARD
DIMENSIONS OF COMMON NAILS AS DEFINED BY THE NDS AND SHALL MEET THE FOLLOWING MINIMUM
GUIDELINES:
• 8d = 0.131 "0 x 2 112"
• 10d = 0.148"0 X 3"
• 16d=0.162"0x3112"
10d BOX NAILS (0.128"0 x 3) MAYBE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL
SPACING. FRAMING MEMBERS MAYBE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4'), BUT ONLY 16d
COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THE DRAWINGS. OTHER NAILS MAY
BE SUBSTITUTED ONLY WITH THE ENGINEER'S APPROVAL PRIOR TO START OF CONSTRUCTION.
ALL LAG SCREWS AND BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE STANDARD
CUT WASHERS UNDER THE HEADS AND NUTS OF ALL LAG SCREWS AND BOLTS BEARING ON WOOD.
LEAD HOLES FOR BOLTS SHALL BE PROVIDED AND SHALL BE A MINIMUM OF 1132" AND A MAXIMUM OF
1116" LARGER THAN THE BOLT DIAMETER. LEAD HOLES FOR LAG SCREW SHANKAND THREADS SHALL BE
PER NDS 11.1.4.2.
ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUIVALENT.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
USING THEIR SPECIFIED NUMBER AND SIZE OF FASTENERS. IF STRAPS CONNECT TWO MEMBERS, PLACE
112 OF THE NAILS, SCREWS, OR BOLTS INTO EACH MEMBER.
ALL NAILS, SCREWS, BOLTS, AND METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE
RETARDANT TREATED WOOD SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153.
WOOD FRAMING GENERAL NOTES
SILL PLATES BEARING ON CONCRETE FOUNDATIONS SHALL BE PRESSURE TREATED AND SHALL ATTACH
TO THE CONCRETE WITH 112"0 ANCHOR BOLTS EMBEDDED 7" MINIMUM. PLACE ANCHORS AT 4'-0" OC
MAXIMUM FOR SHEAR WALLS AND AT 6-0" OC FOR BEARING AND PARTITION WALLS. USE A MINIMUM OF
(2) ANCHOR BOLTS PER SILL PLATE AND PLACE ONE WITHIN 12" OF EACH END OF EACH PIECE. REFER TO
THE SHEAR WALL SCHEDULE FOR MORE STRINGENT ANCHORAGE SIZE AND SPACING REQUIREMENTS.
CONTRACTOR SHALL INSTALL 3 GAUGE PLATE WASHERS BENEATH EACH NUT AT EACH ANCHOR BOLT IN
A SHEAR WALL THAT EXTEND TO WITHIN 112" OF SHEATHED EDGE.
ALL SHEAR AND/OR BEARING WALLS SHALL BE FRAMED WITH 2x STUDS Ca 16" OC. REFER TO PLAN
NOTES FOR TYPICAL HEADER SIZES NOT SPECIFICALLY CALLED OUT. ALL HEADERS SHALL BE
SUPPORTED BYA MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD. COLUMNS BELOW FLUSH FRAMED
MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT SHALL
BE (2) STUDS. BEAMS SHALL HAVE FULL BEARING ON COLUMNS AND POSITIVE CONNECTION SHALL BE
PROVIDED.
PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS, AT 8'-0" OC MAXIMUM
SPACING BETWEEN SUPPORTS, AND BENEATH PARTITIONS PERPENDICULAR TO THE DIRECTION OF
FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST
SPAN.
MINIMUM NAILING REQUIREMENTS SHALL BE PER IBC TABLE 2304.9.1. THE USE OF NAIL GUNS IS
APPROVED IF NAILING INTO THE DIAPHRAGMS IS FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS
GREATER THAN 1116" ARE NOT ACCEPTABLE.
NOTCHES AND HOLES IN WALL STUDS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS
2308.9.10 AND 2308.9.11. NOTCHES AND HOLES IN JOISTS AND RAFTERS ARE ALLOWED WITHIN THE
PARAMETERS OF IBC SECTIONS 2308.8.2 AND 2308.10.4.2.
VERTICAL SHRINKAGE WILL OCCUR AND ACCUMULATE AT EACH LEVEL FROM THE WOOD DRYING OVER
TIME. THIS IS ESTIMATED TO BE APPROXIMATELY 0.15" PER FLOOR AND ASSUMES THE WOOD HAS AN
INITIAL MOISTURE CONTENT OF 19% OR LESS. ADDITIONAL SHRINKAGE WILL OCCUR IF THE MOISTURE
CONTENT IS HIGHER. THE CONTRACTOR SHALL ALLOW FOR THIS MOVEMENT IN THEIR INSTALLATION OF
ALL VERTICAL ASSEMBLIES INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, MECHANICAL, AND
ARCHITECTURAL SYSTEMS.
GENERAL NOTES
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL,
ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. REFER TO THE
ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, NON -BEARING WALLS, STAIRS, CURBS, DRAINS,
RAILINGS, WATERPROOFING, FINISHES, ETC. REFER TO THE ARCHITECTURAL, CIVIL, ELECTRICAL, AND
MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, VENTS, DUCTS, AND OTHER OPENINGS NOT
SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS FOR COMPATIBILITY WITH THE
PLANS, SPECIFICATIONS, AND REFERENCED STANDARDS BEFORE PROCEEDING WITH ANY WORK. THE
MOST STRINGENT REQUIREMENT SHALL GOVERN ANY CONFLICT UNLESS APPROVED IN WRITING
OTHERWISE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM
BEFORE PROCEEDING.
CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND STABILITY OF ANY PARTLY COMPLETED
STRUCTURE. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND SHALL PROVIDE
TEMPORARY SHORING AND SUPPORT AS REQUIRED UNTIL THE STRUCTURE HAS BEEN COMPLETED.
CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE DESIGN TEAM FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY
THIS REQUIREMENT. REVIEW OF ALTERNATE SYSTEMS MAY BE AN ADDITIONAL SERVICE BY THE
ENGINEER.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN TEAM.
LEGEND
DEFINITION
SYMBOL
DEFINITION
SYMBOL
DIRECTION OF
FRAMING
NATIVE SOIL
=� =� la �=� �
- - - - -
EXTENT OF
FRAMING
GRANULAR FILL
EMM
COLUMNS
STRUCTURAL STEEL
COLUMN BEARING
ON BEAM
P
RATED SHEATHING
BEAM CONTINUOUS
OVER SUPPORT
G�
SHEAR WALL
(SEE SCHEDULE)
SWX
CONCRETE WALL
COLUMN MARK
(SEE SCHEDULE)
BEARING STUD
WALL
FOOTING MARK
(SEE SCHEDULE)
FX
NON -BEARING
STUD WALL
HOLDOWN MARK
(SEE SCHEDULE)
Ny
X
O
BEARING STUD
SHEAR WALL
HANGER MARK
(SEE SCHEDULE)
NON -BEARING
STUD SHEAR WALL
FLAG NOTE
(SEE PLAN NOTES)
CMU WALL
STEEL MOMENT
FRAME CONN.
ABBREVIATIONS
(A)
ABOVE
ANCHOR BOLT
GLB
HORIZ
GLUE -LAMINATED BEAM
AB
HORIZONTAL
ARCH
ARCHITECT
BELOW
KS/
L
KIPS PER SQUARE INCH
(B)
ANGLE
BD
BAR DIAMETER
BLOCKING
MECH
MF
MECHANICAL
BLKG
MOMENT FRAME
BM
BEAM
BOTTOM
MTL
METAL
NEAR SIDE
BOT
NS
BRNG
BEARING
OC
OPP
ON CENTER
OPPOSITE
BTWN
BETWEEN
CLR
CLEAR
PLCS
PSI
PLACES
CMU
CONCRETE MASONRY UNIT
POUNDS PER SQUARE INCH
COL
COLUMN
PSF
POUNDS PER SQUARE FOOT
CONC
CONCRETE
PIT
POST TENSIONED
CONN
CONNECTION
PT
PRESSURE TREATED
REINFORCING
CONT
CONTINUOUS
REINF
COORD
COORDINATE
REQ'D
REQUIRED
SCHEDULE
DBL
DOUBLE
SCHED
DET
DETAIL
SIM
SIMILAR
DIA
DIAMETER
SOG
SLAB ON GRADE
DIM
DIMENSION
STD
STANDARD
DIR
DIRECTION
STIFF
STIFFENER
EA
EACH
STL
STEEL
ELEV
ELEVATION
SYMM
SYMMETRICAL
ES
EACH SIDE
SW
TOC
SHEARWALL
EX
EXISTING
TOP OF CONCRETE
EXP
EXPANSION
TOS
TOP OF STEEL
TOP OF WALL
FLR
FLOOR
TOW
FDN
FTG
FOUNDATION
TYP
TYPICAL
UNLESS NOTED OTHERWISE
FOOTING
UNO
FS
GC
FAR SIDE
VERT
WF
VERTICAL
WIDE FLANGE
GENERAL CONTRACTOR
TYPICAL FLOOR FRAMING PLAN NOTES:
1. REFER TO THE STRUCTURAL NOTES AND TO THE TYPICAL WOOD FRAMING DETAILS FOR FRAMING
REQUIREMENTS NOT SPECIFICALLY SHOWN ON THE FLOOR FRAMING PLAN OR IN THESE PLAN
NOTES.
2. FLOOR SHEATHING SHALL BE 314" SHEATHING WITH A 40120 SPAN RATING. ATTACH TO FRAMING
BELOW WITH 10d NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR
WALLS, AND COLLECTOR ELEMENTS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING
SHALL BE 10d NAILS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING
LAYOUT. PROVIDE ADHESIVE ATOP EACH JOIST AS SPECIFIED BY THE ARCHITECT BEFORE
INSTALLING SHEATHING. FLOOR SHEATHING IS UNBLOCKED UNO ON THE PLANS.
3. TYPICAL HEADERS FOR EXTERIOR AND BEARING WALL LOCATIONS SHALL BE 4x8 DF#2 FOR SPANS
LESS THAN 4' SUPPORTED BYA MINIMUM OF (1) 2x CRIPPLE STUD AND (1) 2x FULL HEIGHT STUD. FOR
SPANS UP TO 6, USE 4x10 DF#2 SUPPORTED BY (1) 2x CRIPPLE STUD AND (1) 2x FULL HEIGHT STUD.
ALL CRIPPLE AND FULL HEIGHT STUDS SHALL MATCH WIDTH OF WALL FRAMING.
4. WALL STUD FRAMING SHALL BE AS FOLLOWS:
• 2x6 HF STUD Ca 16" OC FOR EXTERIOR WALLS AND INTERIOR 6" BEARING WALLS.
• 2x4 HF STUD 0 16" OC FOR INTERIOR 4" BEARING WALLS.
o 2x4 OR 2x6 HF STUDS 016" OC FOR INTERIOR NON -BEARING WALLS
REFER TO ARCHITECTURAL DRAWING FOR DETERMINATION OF WALL TYPE. ALL SILL AND TOP
PLATES SHALL BE HF STUD GRADE.
5, ALL COLUMNS, TRIMMER STUDS, AND BEARING WALLS SHALL BE CONTINUED DOWN TO THE
FOUNDATION UNLESS SUPPORTED BYA BEAM BELOW. SOLID BLOCKING SHALL BE PROVIDED
WITHIN JOIST SPACES AT THESE LOCATIONS. PROVIDE (2) STUDS MINIMUM AT FLUSH BEAMS UNO.
6. MULTIPLE PLY BEAMS SHALL BE FASTENED TOGETHER WITH (2) ROWS OF 10d @ 12" OC. PROVIDE 2"
MINIMUM EDGE DISTANCE TOP & BOTTOM AND ALTERNATE NAILING ON EACH FACE OF BEAM.
7. PROVIDE CS16 STRAP AT LOCATIONS WHERE COLUMN OR BEAM CUTS DOUBLE TOP PLATE. EXTEND
STRAP 12" BEYOND THE CUT EACH DIRECTION WITH (10) 10d EA SIDE.
8. CONVENTIONALLY FRAME STAIRS PER TYPICAL DETAILS OR PROVIDE TIMBERSTRAND LSL
STRINGERS PER MANUFACTURER'S SPAN TABLES.
ROOF FRAMING PLAN NOTES:
1. REFER TO THE STRUCTURAL NOTES AND TO THE TYPICAL WOOD FRAMING DETAILS FOR FRAMING
REQUIREMENTS NOT SPECIFICALLY SHOWN ON THE ROOF FRAMING PLAN OR IN THESE PLAN
NOTES.
2. ROOF SHEATHING SHALL BE 112" MINIMUM WITH A 32116 SPAN RATING. ATTACH TO FRAMING BELOW
WITH 8d NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS,
AND COLLECTOR ELEMENTS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE
8d NAILS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING LAYOUT. ROOF
SHEATHING IS UNBLOCKED UNO ON PLAN.
3, TYPICAL HEADERS FOR EXTERIOR AND BEARING WALL LOCATIONS SHALL BE 4x6 DF#2 FOR SPANS
LESS THAN 4' SUPPORTED BYA MINIMUM OF (1) 2x CRIPPLE STUD AND (1) 2x FULL HEIGHT STUD. FOR
SPANS UP TO 6, USE 4x8 DF#2 SUPPORTED BY (1) CRIPPLE STUDS AND (1) FULL HEIGHT STUD. ALL
CRIPPLE AND FULL HEIGHT STUDS SHALL MATCH WIDTH OF WALL FRAMING.
4. WALL STUD FRAMING SHALL BE AS FOLLOWS:
• 2x6 HF STUD @a 16" OC FOR EXTERIOR WALLS AND INTERIOR 6" BEARING WALLS.
• 2x4 HF STUD CcD 16" OC FOR INTERIOR 4" BEARING WALLS.
• 2x4 OR 2x6 HF STUDS Cd 16" OC FOR INTERIOR NON -BEARING WALLS
REFER TO ARCHITECTURAL DRAWINGS FOR DETERMINATION OF WALL TYPE. ALL SILL AND TOP
PLATES SHALL BE HF STUD GRADE.
5, ALL COLUMNS, TRIMMER STUDS, AND BEARING WALLS SHALL BE CONTINUED DOWN TO THE
FOUNDATION UNLESS SUPPORTED BYA BEAM BELOW. SOLID BLOCKING SHALL BE PROVIDED
WITHIN JOIST SPACES AT THESE LOCATIONS.
6, ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC UNO. REFER TO
DESIGN LOADS ON S-1 FOR ADDITIONAL LOAD AND SUBMITTAL REQUIREMENTS. CONTRACTOR
SHALL PROVIDE ALL TEMPORARY & SAFETY BRACING & BLOCKING AS REQ'D BY THE
MANUFACTURER.
7. ATTACH EACH END OF EVERY OTHER ROOF TRUSS TO THE EXTERIOR WALL TOP PLATE BELOW WITH
A SIMPSON H1 CLIP.
8. MULTIPLE PLY BEAMS SHALL BE FASTENED TOGETHER WITH (2) ROWS OF 10d @a 12" OC. PROVIDE 2"
MINIMUM EDGE DISTANCE TOP & BOTTOM AND ALTERNATE NAILING ON EACH FACE OF BEAM.
9. PROVIDE CS16 STRAP AT LOCATIONS WHERE COLUMN OR BEAM CUTS DOUBLE TOP PLATE. EXTEND
STRAP 12" BEYOND THE CUT EACH DIRECTION WITH (10) 10d EA SIDE.
SHEAR WALL SCHEDULE
MIN FRAMING
NAILING
RIM JOIST
SILL PLATE
SILL PLATE
FOUNDATI
SHEAR
TYPE
APA-RATED
AT ADJOINING
AT PANEL
OR BLOCK
NAILING TO
ANCHOR BOLT TO
ON SILL
CAPACITY
SHEATHING
PANEL EDGES
EDGES
CONN TO
RIM/BLKG
SLAB OR
PLATE
(PLF)
TOP PLATE
BELOW
FOUNDATION
SIZE
SW6
15132"
2x STUD
0.131 "0 x 2 112"
LTP4 OR A35
0.131 "0 x 3 114"
112"0 AB 0a 3'-10" OC OR
2x
242
ONE SIDE
AND BLKG
C� 6" OC
CcD 26" OC
C) 6.5" OC
URFP-SDS C� 6'-4" OC
SW4
15132"
2x STUD
0.131 "O x 2 112"
LTP4 OR A35
0.131 "O x 3 114"
112"0 AB Ca 2'-8" OC OR
2x
353
ONE SIDE
AND BLKG
0 4" OC
18" OC
0a 4.5" OC
URFP-SDS 0 4'-3" OC
NOTES:
1. REFER TO THE SHEAR WALL DETAIL IN THE TYPICAL WOOD FRAMING DETAILS.
2. THE VALUES IN THIS TABLE ARE BASED ON HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING.
3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT.
4. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM.
5. AT ALL SILL PLATE ANCHOR BOLTS IN 2x6 WALLS, INSTALL 3 GA x 3" x 4 112" PLATE WASHERS WITH THE EDGE OF PLATE WASHER WITHIN 112" OF SHEATHED EDGE.
FOR 2x4 STUD WALLS, INSTALL 3 GA. x 3" x 3" PLATE WASHERS.
6. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. PROVIDE 6" MIN. EMBED W/ SIMPSON SET-XP EPDXY IF POST INSTALLED UNO.
7. 7116" SHEATHING MAY BE USED IN PLACE OF 15132" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED
WITH LONG DIMENSION
ACROSS STUDS.
1- 4
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O� ' ORAL �~
ONAL
09/ 21 / Z
REV.
DATE
DESCRIPTION
0
09121121
PERMIT SUBMITTAL
PROJECT NO.:
21069.01
DESIGNED BY:
LFM
DRAWN BY:
JMD
CHECKED BY.
JMD
SHEET TITLE:
STRUCTURAL
NOTES
SHEET NO.:
S1.1
HEADER WITH CRIPPLE
STUDS PER PLAN
(WHERE APPLICABLE)
FULL -HEIGHT HOLDOWN
CHORD PER SCHEDULE.
PROVIDE PANEL EDGE
NAILING.
PT SILL PLATE W/ ANCHOR
BOLTS PER SHEAR WALL
SCHEDULE. PROVIDE
SIMPSON BP PL WASHERS
WITHIN 1/2" OF SHEATHING.
PROVIDE PANEL EDGE
NAILING INTO SILL PL.
CONCRETE STEM OR FTG
NOTES:
1. REFER TO STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION.
--------Fl----
I.I I•I
II II
II II
II II
STAGGER NAILS ON EA
SIDE OF PANEL JOINT
I WHERE REQUIRED ON I
I SHEAR WALL SCHED I
II II I I
I I I I I I
I•I I.I � I.
II II I
II II I I
II II I,•� I
I I I I I I I I
II II I •I I
I.I I I I• I I,
I I I I I I I I
II II I .I II
II II I• I II
I I I I I I I I
II II I'i i.
I•I I I I.
I I I I I I I I
II II I .I II
II II I• I II
I I I I I I I I
I•I I.I I, •I I.I
I I I I I I I I
II II I .I II
II II I• I II
II II I •I II
I I I I I•I
II I •I II
I I I I I I
II I, I II
II I •I II
I I I I I•I
II I
1------- L--�--J1
- - - - - - Fl - - - - - - - Fl - - - - - - - F1 - - - - - - - r-1 rig
I'I I'I I'I I•I I �
II II II II III
II II II II III
I I I I I I I I I I• I
II II II II III
II II II II III
I'I I'I I'I I.I I I•I
II II II II III
I II II �I III
FRAMING AT ADJOINING I' I
I I PANEL EDGES PER j I I I I
I' I SHEAR WALL SCHED I • I I' I
II I
II II III
I I I I I I j I I j•
II II II I I
II II II
II II
�_J L------- ,I-------- F------
I I II
II II II
II II II
II II II
II II II
I I I,I I,I
I'I II II
II II II
II II II
II II II
II II II
I I I,I I,I
I'I II II
— II II II
_1L------�L_-------L
II II I
II II II
II II II
II II II
AB SIZE AND SPACING
PER PLAN AND SHEAR I I I I 1
WALL SCHEDULE, TYP
RIM BOARD
OR BLOCKING \ /1
TYPICAL SHEAR WALL DETAIL
SCALE: 3/4" = V-0"
BEAM PE
AND SCh
SIMPSON L
A35 EACH
COL PER P
SCh1�VVLL
JOIST FRAMING ---
PLAN & SCHEDL
STUD WALL
FRAMING PER
PLAN & NOTES
COL P
VVI ILVVLL
BEAM WIDTH, UNO
BEAM WIDTH, UNO
PARALLEL TO STUD WALL PERPENDICULAR TO STUD WALL
TYPICAL FLUSH BEAM SUPPORT DETAILS
SCALE: 1"= 1'-0"
PANEL EDGE NAILING
PER SHEAR WALL
SCHEDULE. PROVIDE
EDGE NAILING CcD
HOLDOWN CHORDS
SHEATHING PER SHEAR
WALL SCHEDULE W/ FIELD
NAILING C@ 12" OC
HOLDOWN CHORD PER
SCHEDULE. REFER TO
TYPICAL BUILT-UP
COLUMN DETAIL
ADDITIONAL END
STUD IF REQUIRED
TO PROVIDE
COUNTERSINK FOR
HOLDOWN BOLTS
HOLDOWN ANCHOR PER
SCHEDULE
SIMPSON CNW COUPLER
NUT W/ SIZE TO MATCH
HOLDOWN ANCHORAGE
PROVIDE SOLID BLKG
EQUAL TO WIDTH OF
HOLDOWN CHORD ABOVE
CONC STEM
WALL & FTG
LENGTH OF NOTCH SHALL F'
NOT EXCEED 1/3RD THE O
k
JOIST DEPTH
Oa
_
�C)
PRE -DRILL HOLE AT
CORNERS OF NOTCHES.
DO NOT OVERCUT
NOTCH AT END OF
JOISTS SHALL NOT
EXCEED 1/4 THE JOIST
DEPTH. DO NOT NOTCH
WHERE PRACTICABLE.
z
MAX HOLE Q SHALL NOT
EXCEED 40 % THE STUD
DEPTH (I.E. 2 1/4" FOR 2x6,
1 1/4" FOR 2x4). MINIMIZE
HOLE DIAMETER WHERE
POSSIBLE.
OR HOLE Q
114 OF STUD
WIDTH MAX
z
N
5/8"MIN CLR
TO EDGE
NOTES:
1. PANELS SHALL BE 4' x 8' EXCEPT AT BOUNDARIES AND CHANGES IN
FRAMING WHERE THE MINIMUM PANEL DIMENSION SHALL BE 24".
2. NAILING SHALL BE PER PLAN AND NOTES. MINIMUM NAIL SPACING IS 6" O.C.
AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, UNO.
FRAMING AND SPACING
PER PLAN (SHEATHING
NOT SHOWN FOR
CLARITYAT FRAMING)
CONT. PANEL EDGES.
PROVIDE 2x OR 3x BLKG
TIGHT TO FRAMING WHEN
SPECIFIED.
4' x 8' SHEATHING PANEL,
TYP. STAGGER PANELS 4'
PERP. TO FRAMING
TYPICAL FLOOR/ ROOF SHEATHING DETAIL
SCALE: NTS
ADJACENT NAILS IN A
ROW ARE TO BE
DRIVEN FROM
OPPOSITE SIDES, TYP
(3) STUDS MAX TO
BE USED FOR
BUILT-UP COLUMNS
UNO ON PLANS
8" OC MAX SPACING BETWEEN
ADJACENT NAILS IN A ROW
STAGGER NAILS EA SIDE OF STUD
WITH 1 1/2" EDGE DISTANCE.
PROVIDE 0.148" x 3" NAILS FOR (2)
STUDS & 0.207" x 4 1/2" NAILS FOR
(3) STUDS.
PROVIDE (1) ROW OF STAGGERED
NAILING FOR 2x4 STUDS. PROVIDE
(2) ROWS FOR 2x6 STUDS.
TYPICAL BUILT-UP STUD COLUMN DETAIL
SCALE: 1 " = 1'-0"
SIMPSON A35 AT EXT DBL TOP PLATE
WALLS WITH SPANS PER TYP DETAIL
0.131 "0 x 3" NAILS 0 12" OC
2 1/4" END STAGGERED FACE NAILING TYPICAL GREATER THAN 6'
DISTANCE, TYP FULL LENGTH OF DBL TOP PLATE
TOP CHORD 3" OC
SPLICE SPACING (6) 0.131 "0 x 3"
NAILS EA END
BOTTOM TYPICAL WALL STUDS BEAM/HDR PER PLAN
(2) ROWS OF (6) 0.131 "Q x 3"NAILS CHORD PER PLAN OR NOTES AND NOTES
0 3" OC EA SIDE OF SPLICE SPLICE
PROVIDE CONT. TOP PLATES TYP BUILT-UP STUD
WHERE LENGTH IS 12' OR LESS NAILING
6'-0" MIN BETWEEN SPLICES. CRIPPLE STUDS PER PLAN,
SPLICES OCCUR AT OF VERT STUDS (1) FULL HT STUD UNO ON PLANS NOTES, OR COL SCHED
OR COL/HOLDOWN SCHEDULES.
TYPICAL TOP PLATE SPLICE DETAIL G TYPICAL HEADER DETAIL
41 SCALE: 1"= 1'-0" `� SCALE:1"= 1'-0"
MAX HOLE 0 SHALL NOT
EXCEED 1/3 THE JOIST DEPTH
(I-E. 3" FOR 2x 10, 3.75" FOR 2x 12).
MINIMIZE HOLE DIAMETER
WHERE POSSIBLE.
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2x JOISTS PER PLAN OR
SCHEDULE. REFER TO MFR
RECOMMENDATIONS FOR
I -JOIST HOLES AND NOTCHES.
NOTE:
1. NOTCHES ARE NOT PERMITTED IN THE
MIDDLE 1/3 OF THE JOIST SPAN.
2. NOTCHES ARE NOT PERMITTED ON
THE BOTTOM (TENSION FACE) OF
JOISTS WHERE THE WIDTH IS 4x OR
GREATER.
ALLOWABLE HOLES & NOTCHES
SCALE: 1"= 1'-0"
PANEL EDGE NAILING PER
SHEAR WALL SCHEDULE
NAILING PER BUILT-UP
STUD DETAIL
WALL FRAMING, SHEATHING,
AND NAILING PER PLAN AND
SHEAR WALL SCHEDULE OR
STRUCTURAL NOTES, TYP
A. CORNER INTERSECTION
PANEL EDGE NAILING
PER SW SCHEDULE
B. 'T' INTERSECTION
PANEL EDGE NAILING PER
SHEAR WALL SCHEDULE
NAILING PER BUILT-UP
STUD DETAIL
WALL FRAMING, SHEATHING,
AND NAILING PER PLAN AND
SHEAR WALL SCHEDULE OR
STRUCTURAL NOTES, TYP
TYPICAL SHEAR WALL INTERSECTION DETAIL
SCALE: 1 "= 1'-0"
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0912121
REV.
DATE
DESCRIPTION
0
09121121
PERMIT SUBMITTAL
PROJECT NO.:
21069.01
DESIGNED BY.-
LFM
DRAWN BY:
JMD
CHECKED BY
JMD
SHEET TITLE:
WOOD FRAMING
DETAILS
SHEET NO..
S2.1
HOLDOWN, CHORD, &
NAILING PER SCHED
FULL DEPTH BLKG AT ALL
HOLDOWN CHORDS
FLOOR FRAMING PER
TYP DETAILS
GENTLY BEND STRAP TO
LAP INSIDE OF STEM WALL
ANCHORAGE PER
HOLDOWN SCHED
EXIST STEM OR WALL
I. STRAP OPTION
Il. ROD OPTION
POST -INSTALLED HOLDOWN DETAIL
SCALE:1"= 1'-0"
STUD FRAMING PER PLAN OR
NOTES. SHEATHING & NAILING
PER SW SCHED
PANEL EDGE NAILING PER SW
SCHED TYP Ca SILL & DBL TOP
PLATE
i\-
BREAK SHEATHING AT PLATE
CONTINUOUS RIM—.,
BREAK SHEATHING AT PLATE
SILL PLATE NAILING PER SW
SCHED
PONY STUD FRAMING PER
PLAN OR NOTES. SHEATHING
& NAILING PER SW SCHED
2x8 BLKG W/ PANEL EDGE
NAILING THROUGH ROOF &
WALL SHEATHING
CUT TRUSS TAIL & REMOVE
BIRD BLKG TO INSTALL WALL
PANEL EDGE NAILING PER
SW SCHED
EXIST STUD FRAMING
HOLDOWN, CHORD, &
SCREWS PER SCHED
FULL DEPTH BLKG AT ALL
HOLDOWN CHORDS
FLOOR FRAMING PER
TYP DETAILS
EXIST STEM OR WALL
SILL PLATE NAILING PER SW
SCHED
FULL DEPTH BLKG AT ALL
COLUMNS & HOLDOWN CHORDS
JOISTS PER PLAN AND SCHED
WITH (2) 10d TOE NAILS THRU
JOISTS TO TOP PL, TYP. FLOOR
SHEATHING & NAILING PER
PLAN NOTES.
2x4 BLKG OR FRAMING CLIP W/
SPACING PER SW SCHED
EXIST TRUSSES PER
PLAN
2x6 BLKG W/ SILL PLATE
NAILING PER SW SCHED
NOTES
1. CONTRACTOR MAY SPLICE WALL
SHEATHING AT RIM CENTERLINE
AS ANAL TERNA TE DETAIL TO
BLKG OR CLIPS AT TOP PLATE.
2. NON -SHEAR WALL NAILING SHALL
BE PER IBC TABLE 2304.9
EXTERIOR BEARING WALL DETAIL
SCALE: 1 " = 1 '-0"
STUD FRAMING PER PLAN OR
NOTES. SHEATHING & NAILING,
PER SW SCHEDULE
PANEL EDGE NAILING PER SW
SCHED TYP 0 BOT & SILL PL
EXIST SILL PL W/ANCHOR
BOLT SIZE AND SPACING PER
STRUCTURAL NOTES, PLANS,
OR SW SCHED
FINISHED GRADE SLOPED
AWAY FROM BLDG PER ARCH
STUD FRAMING PER PLAN
OR NOTES. SHEATHING &
NAILING PER SW SCHED.
CONT 2x RIM
PONY STUD FRAMING PER
PLAN OR NOTES. SHEATHING
& NAILING PER SW SCHED.
2x6 SILL PLATE & NAILING
PER SW SCHED
PANEL EDGE NAILING PER
SW SCHED TYP AT DBL
TOP PLATE AND AT TOP
CHORD OF GABLE TRUSS
EXIST GABLE END TRUSS
2x4 STUD WALL ON INSIDE
FACE OF GABLE END TRUSS
EXIST STUD WALL W/
PANEL EDGE NAILING PER
PLAN AND SCHED
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SILL PLATE NAILING
PER SW SCHED
FULL DEPTH BLKG AT ALL
COLUMNS & HOLDOWN
CHORDS
EXIST 2x JOISTS
EXIST STEM WALL &
FOOTING PER PLAN
EXISTING BEARING FOUNDATION
SCALE:1"= 1'-0"
EXTERIOR NON -BEARING WALL DETAIL
SCALE: 1 " = 1 '-0"
CONT 2x RIM BOARD
8d 0 4" OC EA BLOCK
(3) 10d END NAILS EA END
EA BLOCK
/I I
2x BLKG C 4'-0" TO
• MATCH DEPTH & GRADE
OF JOIST FRAMING
•
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NOTE:
REFER TO BEARING
FOUNDATION AT CRAWLSPACE
DETAIL FOR INFORMATION NOT
• SPECIFICALLY CALLED OUT.
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EXISTING NON -BEARING FOUNDATION
SCALE: 1"= V-0"
DIAPHRAGM BOUNDARY
NAILING PER PLAN NOTES.
PROVIDE 8d C 6" OC MIN.
FULL DEPTH BLKG RIPPED
TO MATCH SLOPE OF ROOF.
TRUSS MFR TO PROVIDE
TRUSS BLOCKING IF DEPTH
AT WALL GREATER THAN
2x12 FRAMING.
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PANEL EDGE NAILING PER
SW SCHED TYP AT DBL
TOP PLATE
SILL PLATE NAILING PER
SW SCHED
STUD FRAMING PER PLAN
OR NOTES. SHEATHING &
NAILING PER SW SCHED
2x4 BLKG W/ SILL PLATE
NAILING OR FRAMING
CLIP PER SW SCHED
PRE-MFR ROOF TRUSS
PER PLAN WITH (3) 10d
TOE NAILS TO TOP
PLATE. ROOF
SHEATHING & NAILING
PER PLAN NOTES.
SIMPSON TIE AT EACH
END OF TRUSS PER
PLAN NOTES.
TRUSS BEARING WALL DETAIL
SCALE: 1 " = 1 '-0"
STUD FRAMING PER PLAN OR
NOTES. SHEATHING & NAILING
PER SW SCHED
SILL PLATE NAILING PER
SW SCHED
PANEL EDGE NAILING PER
ROOF PLAN & SW SCHED TYP
Ca SILL & DBL TOP PLATE
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8d C@ 6" OC
NOTE:
NON -SHEAR WALL NAILING SHALL
BE PER IBC TABLE 2304.9
SECTION
SCALE:1"= 1'-0"
DIAPHRAGM BOUNDARY
NAILING PER PLAN NOTES
2x4 OUTRIGGER 0 24" OC
(24" MAX OVERHANG UNO).
PLACE VERT OR HORIZ
PER ARCH DWGS. PROVIDE
HANGER AT BACKSPAN
GABLE END TRUSS W/A
MIN 2x6 TOP CHORD.
PROVIDE ADDITIONAL
MID -HT BRACING WHERE
REOD BY MFR
2x4 BLKG W/ SILL PLATE
NAILING OR FRAMING CLIP
PER SW SCHED
PANEL EDGE NAILING PER
SW SCHED TYP AT DBL
TOP PLATE AND AT TOP
CHORD OF GABLE TRUSS
STUD FRAMING PER PLAN
OR NOTES. SHEATHING &
NAILING PER SW SCHED.
EXTEND SHEATHING FULL
HEIGHT OF GABLE TRUSS
PRE-MFR ROOF TRUSS PER
PLAN. ROOF SHEATHING &
NAILING PER PLAN NOTES.
GABLE END DETAIL
SCALE: 1 " = 1 '-0"
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PANEL EDGE NAILING PER
FLOOR FRAMING PLAN NOTES
FULL DEPTH BLKG ALONG FULL
LENGTH OF WALL
SILL PLATE NAILING PER SW
SCHED
CANTILEVERED JOISTS PER
PLAN. FLOOR SHEATHING &
NAILING PER PLAN NOTES.
2x4 BLKG OR FRAMING CLIP W
SPACING PER SW SCHED
STUD FRAMING PER PLAN.
SHEATHING & NAILING PER SW
SCHED
8d Caj 4" OC EA BLOCK
°—
ADD (2) 16d TO TRUSS
FRAMING (? 8' OC
2x6 DIAGONAL BRACE AT
4'-0" OC W/ (4) 10d FACE
NAILS EA END. ADD 2x4
FLAT BRACE ON TOP W/
10d cr 8" OC IF SPAN
EXCEEDS 6'.
2x BLKG 0 4' OC AT TOP &
BOT OF EACH BRACE W/
DEPTH TO MATCH TRUSS
CHORDS. PROVIDE A35
FRAMING CLIP TO WALL
DBL TOP PL.
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�SIONAL
09121121
REV.
DATE
DESCRIPTION
0
09121121
PERMIT SUBMITTAL
PROJECT NO.:
21069.01
DESIGNED BY:
LFM
DRAWN BY.
JMD
CHECKED BY:
JMD
SHEET TITLE. -
FRAMING
DETAILS
SHEET NO.:
S3.1