HomeMy WebLinkAbout221 Juniper Ln Technical - BuildingTECHNICAL
Permit# C) ■2-
Address Z 1 "So ni p -er e
Project description \e Si n ci 6 FrE0 L Resi
Date the permit was finaled OS-2-5-09
Number of technical pages 2'S
4
7,21
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PLAY 112795G °2
FOR
Suntel Home Design
In return for payment of a one -time fee, eFa, Z p" Architecture Engineering, Inc. grants
you a limited license to use the Analysis to construct one single house a the address shown
below This lateral analysis is not to be used for any master plan approval process.
Site Location. 221 Juniper Lane, Port Angeles, Washington. Only
Copyright: 9958
NOTICE. If the Building Department accepts the Analysis without an engineer's
original "wet- stamp" seal signed with red ink or for different site location than shown above,
then it is agreed that such Building Department accepts total liability out of or in connection
with this Analysis.
CALCULATIONS, SHEAR SHEET, L -SHEET VALID ONLY WITH
ORIGINAL STAMP HERE AND DIGITAL STAMP ON PLANS
AND
CAN NOT BE USED
LicomigAiss- "'I
AFTER
September 2008
Designs Engineering, Inc
LIABILITY LIMITATIONS
Project. Catalina -G
File 112795G- 100D- .D2 -WA
Client Suntel Home Design
ANALYZE BUILDING FOR ONLY WIND SEISMIC FORCES
According to the
2003 INTERNATIONAL BUILDING CODE
WIND ANALYSIS FOR EXPOSURE "D" 100 MPH (3 -sec Gust)
SEISMIC ANALYSIS FOR ZONE D2
ditti Designs Engineering, "FDE was retained in a limited capacity for this project. Design is
based upon information provided by the Client, who is solely responsible for accuracy of same No responsibility
and liability is assumed to FDE for items beyond that shown on these sheets. No construction observations nor
soils investigations performed by FDE
INDEMNIFICATIONS BY BUILDING DEPARTMENT
Building Department agrees to defend, indemnify and hold harmless FDE from any loss, damage,
expense, including attorney fees upon trial or appeal, for liability arising out of or in connection with
FDE's Analysis unless Analysis is used for specific site location shown on cover page and contains an
original engin.eer's "wet stamp" seal signed with red -ink (no photocopy allowed).
OWNERSHIP OF DOCUMENTS
ANALYS
By RF Sheet No
Date 7/2005
Job No 1843 l t
S
All documents produced by FDE shall remain the property of FDE and shall not be used unless accompanied by ar
original engineer's wet stamp issued from FDE
Project. Catalina -G By RI Sheet No
File 112795G 100D-D2-WA Date 7/2005 2
Designs Engineering, Inc Client. &Intel Home Design Job No 1843
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Designs Engineering, Inc
SCALE 1/4' Y-O'
SCALE 1/8' Y-0'
EXP O SIDING
Project: Catalina -G
File 112795G 100D -D2 -WA
Client Suntel Home Design
By RF
Date 7/2005
Job No 1843
�Cli i l__LVA C��I
Sheet No
12
P/TGN 6
SID
6
10'
FLC
UN:
30' (MIN)
WALL WIDTHS
I I
I SEJE DhTAIL *9I I
EXTEND HEADER
OVER ENDWALLS
SPACE ROOF SHTNG FASTENERS AT 6 O.G. AT ALL INTERMEDIATE
FRAMING MEMBERS EACH SIDE OF EACH RIDGE, HIP AND WITHIN
A 5 -0' WIDE NAILING ZONE AROUND THE ENTIRE PERIMETER OF
THE HOUSE (NAILING ZONE WIDTH STARTS AT EDGE OF ROOF)
I I I 11 11 I 1 1 1 1 II 1 1 1 1 1 1 1 1
I i
1 1 1 1 1 1 1
I I
I 1
I I I I 1 1 1 I I
D
I_ L�j _I._. 1
5HEAR TRUSS r{
1 1 1 1 �7
I I I 1 1 1
1 I I I 1 I
FASTEN EA. TRUSS TO
TO WALL PLATE w/ &IMP
1 '6 4 EA. STUD TO TOP
U �9 P 3 WALL w/ SIMP '5P2
1 1
I I
I I
I I
I I
f �A7
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Data.
Designs Engineenng, Inc
W Total Wind Force Y x Ix P x A
Y =15 I =10
FRONT REAR WALLS
SIDE WALLS
Project: Catalina -G
File 112795G- 100D -D2 -WA
Client Suntel Home Design
WIND ANALYSIS USING 2003 IBC SIMPLIFIED WIND METHOD
Zone Horizontal Pressure
A Pa 17 8 psf
B Pb 12.2 psf
C Pc 14.2 psf
D Pd 9 8 psf
By RF
Date 7/2005
Job No 1843
Reference 2003 IBC Figure 1609 6.2.1
Projected Area
Aa 30 sq ft.
Ab 15 sq ft.
Ac 165 sq ft.
Ad 220 sq ft.
Zone Horizontal Pressure Projected Area
Sheet No
1i
W Y I (Pa Aa Pb Ab Pc Ac Pd Ad) W 7 82 x 10 pounds
Distribute wind force to roof and second -floor level
FRw1 Y I (1 0 Pa Aa 1 0 Pb•Ab 1 0 Pc Ac 1 0-Pd Ad) FRwl 7 82 x 10 lbs
A Pa 17 8 psf Aa 30 sq ft.
B Pb 12.2 psf Ab 20 sq
C Pc 14.2 psf Ac 245 ,q
D Pd 9 8 psf Ad 420 sq ft.
W Y I (Pa Aa Pb•Ab Pc Ac Pd Ad) W 1.26 x 10 pounds
Distribute wind force to roof and second -floor level
FRw2 Y I (1 0 Pa Aa 1 0 Pb•Ab 1 0-Pc Ac 1 0 Pd Ad) FRw2 1.26 x 10 lbs
Designs 1' ngulecrm2 Inc
Project Catalina G
File 112795G 100D -D2 WA
Client Suntel 1-route Design
F
By Rl'
Date 7/2005
Job No 1843
Sheet No
5/
0
0
4
o
x 0
Designs Engineering, Inc
SEISMIC ANALYSIS USING 2003 IBC SIMPLIFIED ANALYSIS PROCEDURE
Data. I =1 0 Sd 1.30 R 6 5 r 0 45 (worst case)
E Earthquake Base Shear 1.2 p Qe 1 4 1.2 p (Sd W/ 1 4R)
Weights
Mass Calculations
Roof Dead Load 15 psf (Composite Roof Covering)
Partitions 10 psf
Exterior Walls Windows 10 psf (Average)
Aroof 2500 ft^2
AlstFloor 2300 ft ^2
Mroof 20 Aroof 10- Aroofwall
p =2—
Seismic Design Force
FRe E
20
Project. Catalina -G By RF Sheet No
File 112795G- 100D -D2 WA Date 7/2005
Client: Suritel Home Design Job No 1843 i
Aroofwall 900ft ^2
A 1 wall 0 ft ^2
hl 10ft
Mroof 5 9 x 10 pounds
r•'J Al stFloor p if (p 1,1, p) p 1 07
E= 1 2 p Sd Mroof E= 1 09 x 10 pounds
1 4•R
FRe 1 09 x 10 pounds
Designs Engineering, Inc
Project Catalina -G
File 112795G 100D-D2-WA
Client: Suntel Home Design
By RF
Date 7/2005
Job No 1843
Sheet No
a
INVESTIGATE SHEARWALLS USING PERFORATED SHEARWALL DESIGN APPROACH
Analyze entire brace wall line as a series of perforated shearwall panels using worst -case "maximum opening
height ratio Individual perforated shearwall panels extend between plan discontinuity Overturning for such
panel is calculated by rational analysis. Reference Section 2305 3 7.2 2003IBC
Unadjusted in -plane shear force for brace wall line, FRe 2950#
Percent full- height sheathing 8 ft. 16 ft 50%
Maximum opening height ratio 4ft 8 ft 0 50
Shear resistance adjustment factor, Co 0 8 (Ref Shear resistance adjustment factor table)
Amplified in plane shear, V Unadiusted shear force for brace wall line
Shear resistance adjustment factor x Total length of full- height walls
FRe (Co x L) 2950# (0 8 x 8 ft) 460 plf
Uplift at perforated shearwall ends calculated based on rational analysis (use only 50% of weight
of first individual full height wall segment for dead load)
2/3 average weight of full height wall segments and portion of roof framing, Wd 110 plf
2/3 dead -load reaction at end of shearwall or corner restraint, 121 400#
Uplift at end of perforated shearwalls, Pu Vf x hl Wd x (0 5 Li) R1
460 plf x 8 ft 110 plf x (0 5 x 4ft) R1 3100#
Uplift between wall ends, t V- Wd 460 plf 110 plf 350 plf
Wall bottom plate (1 1/2" thickness) to rim joist.
Use 16d common nails (0 162 by 3 1/2 inches)
Lateral resistance 1.33 x l41# 187# per nail
Withdrawal resistance 1 33 x 40 ph x 2 5" 133# per nail.
Nails for shear transfer 460 plf 187# per nail 2 4 nails per foot
Nails rot: uplift transfer (460 -110 plf) 133# per nail 2 6 nails per foot
Net pA.c rig for shear and uplift 2 4" o c
Rim joist to wall top plate
Use 16d common nail (0 162 by 3 1/2 in.) toe nailed to provide shear transfer
Lateral resistance 0 83 x 187# per nail x 1 5 nails per ft. 230 plf (150# per nail default maxim
for seismic loads) plus Simpson "LTP5" framing clip capacity 630#
Net spacing for shear using LTP5 clip and 16d toenails at 8" o c 630# (460- 150 24" o c
Transfer of uplift, t, from second floor in this example is accomplished through attachment of second flc
wall to the continuous rim joist which has been designed to provide sufficient strength to resist the indu
moments and shears Continuity of load path is provided by holdowns at ends of the perforated shear
Use Tyne "C" shearwall w/ HTT22 holdowns. 16d at 2 1/2" o.c. sole plate nailm2 and LTP5 clips at 2z
Designs Engineering, Inc
RI 400"
FRe 2950°
HOLDOWN
Pu 3I00
X
4 -0' 4 0'
P.S.W. Segment
ELEVATION O� PER°OR,4TED S6IEARLU4LL
80%
Percent Full Height Sheathing
10%
20%
309'
40%
50%
60%
10%
Project. Rochnial1
File #12801- 100B -D1 -OR
Client. Suntel Home Design
-01'
Perrorated Shear WAIT
P.S.W. Segment
By RF
Date 7/2005
Job No 1589
MAXIMUM OPENING HEIGHT RATIO AND HEIGHT
1-1/3 1-1/2 24-1/3 24-4/6
2' -8 4/ -0' 5 -4 6 -8' 8' -0'
Shear Resistance Adjustment Factor
1.0 0.69 0.53 043 0.36
1.0 011 0.56 I 045 0.38
ID 014 0.59 0 49 0 42
L0 011 063 0.53 0 45
1.0 0.80 0.61 0.51 I 0.50
L0 0.83 011 I 063 I 0.56
1.0 0.81 011 I 0.69 063
1.0 I 0.91 0B3 I 011 I 011
5-EAR RESIST,4\CE 4DJUSTMENT FACTOR
Sheet No
Designs Engineering, Inc
INVESTIGATE MAIN -FLOOR SHEARWALLS.
Rear Walls
Line A
Front Walls
Lme B
Project: Catalina -G
File 112795G- 100D -D2 -WA
Client. Suntel Home Design
Summation of full height walls lengths
Total length of brace wall line
full- height sheathing S L 100
TL
Diaghragm stress v 0 5 FR
TL
Seismic Shearwall v 1 75 (0 5 FRe)
stress w/ wall aspect L
ratio penalty
FR
Perforated v 0 5
Shearwall stress 0 8 L
Uplift for shearwall length L1 2 ft.
(worst case)
Pu =v9– 5 WdL1 –R1
Use Type "C" Shearwall w/ Tyne "D" at narrow walls w/ HTT22 holdowns
Summation of full height walls lengths L 17 ft.
Total length of brace wall line TL 50 ft.
full- height sheathing S L 100
TL
Diaghragm stress v tt 5 FR
Seismic Shearwall
stress w/ wall aspect
ratio penalty
TL
Shearwall stress v 0 5
FR
1 75 (0 5 FRe)
L
L
Uplift for shearwall length L1 2 ft.
(worst case)
Pu• =v9– 5WdL1 –R1
By RF
Date 7/2005
Job No 1843
L 18 ft.
TL 58 ft.
S 31 03 percent
v 93 58 plf
v 527 69 plf
v 376 92 plf
Weight Wd 110 plf
R1 400
Pu 2 88 x 10 pounds
S 34 percent
v 108 55 plf
v 558 73 plf
Pu 2.36 x 10 pounds
Sheet No
I I
v 319.28 plf
Weight Wd 110 plf
R1 400
Use Tyne "C Shearwall w/ Tyne "D" at narrow walls w/ HTT22 holdowns
Designs Engineering, Inc
Project Catalina -G
File 112795G- 100D -D2 -WA
Client: Suntel Home Design
Line 1 Walls Summation of full height walls lengths
Total length of brace wall line
full height sheathing S L 100 S 77.5 percent
TL
Diaghragm stress v 0 5 FR v 156 99 plf
TL
Shearwall stress v 0 5
FR
08L
Uplift for shearwall length L1 2 ft.
(worst case)
Pu• =v9— 5WdL1 —R1
Use Tyne "B" Shearwall w/ HTT22 holdowns
Line 2 Walls Summation of full height walls lengths L 30 ft.
Total length of brace wall line TL 32 ft.
full height sheathing S L 100
TL
Diaghragm stress v 0 5 FR
TL
FR
Shearwall stress v 0 5
0 88 L
Uplift for shearwall length L1 2 ft.
(worst case)
Pu =v9— 5 WdLl —R1
Use Tyre "B" Shearwall w/ HTT22 holdowns
By RF
Date 7/2005
Job No 1843
L 31 ft.
TL 40 ft.
v 253.22 plf
Weight Wd 110 plf
R1 400
Pu 1 77 x 10 pounds
S 93 75 percent
v 196.24 pif`
Pu 1 63 x 10 pounds
Sheet No
I/t I
v 237 87 plf
Weight Wd 110 plf
R1 400
Architecture Engineering, Inc
DRAWING NOTES
11
El
0
18
0
0
10
Project. Structural Notes
Location Pacific Northwest
Copyright 1993
OWNERSHIP OF DOCUMENTS
The "diamond" shearwall designation system details were created by
Fuller Architecture Engineering, Inc (FAE) and are copyright protected
property of FAE and shall not be used unless issued from FAE
Copyright 1993
LEGEND
'SIMSPON 'HU" TYPE BEAM HANGER
SIMPSON GLB' TYPE BEAM HANGER
DESIGNATES GRID LINE
DESIGNATES DETAIL MARK
DESIGNATES SHEARWALL TYPE
DESIGNATES HOLDOWN TYPE
(SEE SHEAR SCHEDULE)
PERFORATED SHEARWALL
SEE DETAIL #30
DESIGNATES DRAWING NOTE
DESIGNATES H.D. LOCATION (APPROXIMATE)
'SIMSPON 'HUxx TYPE BEAM HANGER
DESIGNATES 6X DFL #1 POST W/ SIMPSON 'EPC' TYPE POST CAP
DESIGNATES 6X DFL #1 POST W/ SIMPSON "ECC' TYPE POST CAP
(3) 2 x (WALL WIDTH) BUNDLED STUDS TO SUPPORT ROOF FRAMING ABOVE.
SIMPSON 'MSTC52' FASTENED TO DBL. JOISTS OR BEAM. SEE DETAIL 6
(2) STUDS UNDER BEAM CONTINUOUS DOWN TO FOUNDATION.
By RF Sheet No
Date 1/2007 A I
Job No 7000
DOUBLE FLOOR JOISTS. NAIL FLOOR SHEATHING TO EACH JOIST WITH (2) ROWS
10d COMMON NAILS AT 6" O.C.
A 'DRAG SHEAR TRUSS' DESIGN TRUSS FOR 150 PLF DIAPHRAGM SHEAR,
TRANFERRED FROM TOP TO BOTTOM CHORDS THROUGH THE WEB MEBERS WITH CUMULATIVE
FORCE RESISTED AT ONE END OF THE BOTTOM CHORD.
Architecture Engineering. Inc
SNE4i:1.U4LL SCHEDULE
MARK WALL COVER FASTENERS PANEL
EDGGES ES
6d WALLBD
5/8 G.W.B. NAIL OR 14' 4 O.C.
'W' 0 6 SCREW
/B\ 1/16" AA. I6GA STAPLIEI
RATED 5HT'G O.131 4' x 2
0.148 "4) x2
/C\ 1/16" A.P.A. 0.131 4' x 2
RATED SHT'G
F "RN. P NAIL 4" O.C.
/D\ 1/16 A.PA.-
RATED SI-IT'G
1/16 A.PA.-
RATED SHT'G
EACH SIDE
/F\ 1/16 A.P.A.
RATED SHT'G
EACH SIDE
HOLDOWN SCHEDULE
DESIGNATES SIMPSON PRODUCT
MARK' HOLDOWN FASTENERS
NO
HOLDOWN
REQUIRED
U
7.
10
'MSTC40'
'MSTC52.
'MSTC66"
'PHD -5
-OR
'HDU -4
'HTT22"
OR-
"I -4DU -S
'PHD6
'IDU -8
-OR-
"HDQ-8
0.145"47 x 21/4" 3 O.C.
FULL ROUND STAGRD 12" O.0
HEAD P -NAIL,
0.148 1 '4' X 2'4"
FULL ROUND- 4" O.C.
HEAD P -NAIL,
0.1454,x214 2 O.C.
FULL ROUND- STAGRD 12
HEAD P -NAIL,
(IS) I6d SINKER
NAILS AT EACH END
(24) 16d SINKER
NAILS AT EACH END
(34) I6d SINKER
NAILS AT EACH END
"CMSTI2 (43) I6d SINKER
\4/ 9 0 "LONG NAILS AT EACH END
SIMPSON 'SSTB24
SIMPSON '55TB24
SIMPSON 'SSTB28
SIMPSON 'SSTB28
(15)(16) SIMPSON 'SSTB2S"
'HDU -Il or W/ 9/64 CUT WASHER
"HHDQII' 4 HEAVY HEX NUT
(15)(16) 1 DIA. (A36) GALV
'HHDQI4" ROD EMBED INTO
12 THK. x 21 WIDE 16
10' -0' LONG FTG.
DESIGNATES SHEAR PANEL
AND HOLDOWN TYPE.
DESIGNATES APPROXIMATE
HOLDOWN LOCATION
Project. Structural Details
Location Pacific Northwest
0 Copyright' 1993
3 O.C. j 6"
4" 0.0 1 12" O.G.
6" O.C.
3 0.C. 12" O.C.
INTERM. SOLE (9)
STUDS PLATE
4" 0.0 16cle 8 oc
12" O.C.
O.C,
NOTES
I6cI 3 "oc
STAGRD
I6d€' 2 oc
STAGRD
16de 31/2 oc
STAGRD
I6d' 2 "2 "oc
STAGRD
16de 1 /2 "oc
STAGRD
I6d TOENAILS
AT 8 OG
"LTPS "s 48
(3)
oc
(3)
"LTPS 'e 24" oc
(3)
"LTPS "e 16" oc
(3)
'LTPS'e 10' oc
(3)
'LTPS'm 6 oc
By RF
Date 1/2007
Joh No 7000
BLOCKING/ (9) 4 x 1
RIM JOIST EMB. ABs
45" O.G.
45 O.C.
16" O.0
10" O.C.
15" O.0
12" O.0
REFERENCES TO SEE NOTES ABOVE
Sheet No
ALL PANEL EDGES
MUST BE BLOCKED
REMARKS
1 1/2 LONG x 1/16 WIDE
STAPLES W/ CROWNS
PARALLEL W/ FRAM'G.
DBL. STUDS/BLKG, AT (5)
ADJOINING PANEL EDGES
W /16dAT4 O.G.
DBL. STUDS/BLKG. AT (5)
ADJOINING PANEL EDGES
W/ 16d AT 4 O.C.
DBL. STUDS/BLKG. (5) (II)
ADJOIN'G PANEL EDGES
W/ 16d AT 4 4 3X MUDSILL
3X. MUDSILL AND (8)(11)
3X. STUDS/BLKG. AT
ADJOINING PANEL EDGES
PER NEW CODE, ALL ANCHOR BOLTS MUST
HAVE 2 SQUARE X 3/16 HDG PLATE WASHERS
1. ALL FASTENERS USED AT THE COAST AND IN CONTACT WITH PRESSURE
TREATED MATERIAL MUST BE HOT DIPPED GALVANIZED (HDG)
2. 'F RH. P -NAIL DESIGNATES A FULL -ROUND HEAD PNEUMATIC- DRIVEN
NAIL (10d GALV BOX NAILS MAY SUBSTITUTE FOR 0.1484' P- NAILS)
3 SIMPSON 'RBC BOUNDARY CLIPS TO SUBSTITUTE FOR 'LTPS AT ROOF
4 SHEATHING ON SHEARWALLS MUST EXTEND DOWN TO SOLE 4 MUDSILL
PLATES AND SHALL NOT BE INTERRUPTED BY ANY WALL BUTTING INTO
THE SHEARWALL.
5 PROVIDE DOUBLE STUDS/BLKG. WI I6d AT 4" O.C. AT ADJOINING PANEL
EDGES TO AVOID SPLITTING, NAIL EACH PANEL EDGE TO ONLY ONE 2X.
6 "SIMPSON" PRODUCTS SHALL BE INSTALLED AS PER MFG. SPECS
1. HOLDOWNS OCCUR AT ENDS OF SHEAR -WALLS AND SHALL FASTEN
TO A MINIMUM OF (2) STUDS (MIN.) LAMINATED TOGETHER W/ I6d AT 6 o.c.
8 USE LONGER FDN. BOLTS WITH 3X MUDSILL AND SET BOLTS HIGHER.
DO NOT INSTALL FDN, VENT WITHIN 12 CUR OF A HOLDOWN ANCHOR BOLT
9. FASTENERS SPACING APPLIES ONLY AT FULL HEIGHT WALL SEGEMENTS
OTHERWISE USE MINIMUM CONSTRUCTION STANDARDS.
10 ANCHORS SHALL HAVE MIN 1 3/4 EDGE DISTANCE 4 5 END DISTANCE.
11. WALLS WITH PLYWOOD ON EACH SIDE SHALL OFFSET PLYWOOD EDGE
JOINTS ON ONE SIDE OF THE SHEARWALL FROM THOSE ON THE OTHER.
EXTEND PLYWOOD THROUGH CORNER AS SHOWN IN DETAIL 14 TO
ACHIEVE MINIMUM SHEARWALL WIDTH SHOWN ON PLANS
12. SHEARWALLS WITH OVERDRIVEN NAILS PENETRATING SURFACE BY MORE
THAN 1/8" WILL BE REQUIRED TO BE RENAILED USE A RUBBER
GROMMET IN HEAD OF NAIL -GUN AND ADJUST AIR PRESSURE SO NAIL
HEADS ARE FLUSH WITH OR SLIGHTLY RECESSED INTO SHEATHING,
13. ALL STUD WALLS MUST HAVE DOUBLE TOP PLATES W/ lad AT 8 O.G.
AND STUDS 16 o.c. PLATES SHALL LAP A MINIMUM 4 -0 AT SPLICES
WITH AT LEAST EIGHT I6d NAILS EACH SIDE OF SPLICE
14 HOLDOUJN TYPES W/ GREATER NUMERICAL DESIGNATION MAY
SUBSTITUTE FOR HOLDOWNS WITH LESSER. SEE CHART TO THE LEFT
15 USE 3000 PSI CONCRETE IN STEMWALL. PROVIDE (2) "4 CONT T 4 B
IN STEMWALLS WITH THESE HOLDOWNS EXTEND 10' 0' PAST HOLDOWNS
FASTEN TO (4) 2x6 FULL -HGT STUDS FASTEN EACH STUD TOGETHER WI
(2) ROWS I6d AT 6 O.C. STAGGERED EDGE NAIL WALL PLY TO EA. STUD
IN SHADED AREAS FASTEN SHTHG. AT 4 O.G. AT BOUNDARIES OF
SHADED AREA AND PANEL EDGES BLOCK PANEL EDGES W/ 2
NOMINAL FLAT BLOCKING. USE ad COMMON NAILS FOR ROOF.AND
10d AT FLOORS /CLGS. USE 5/S 055 OR PLY SHTHG. AT CEILINGS
1 -12 -01
Architecture Engineering, Inc
SEE NOTE
(BELOW
BOUNDARY
NAIL (EN.)
2 X SOLID
FRIEZE BD
2 X STUD WALL
EXTEND W251 ..L
SHTI-IG DOWN
TO TOP WALL
PLATE 4 EN.
SIMPSON 'LTP5'
SEE SCHEDULE
FOR SPACING
SHEARWALL
CJ
EDGE NAIL (EN)
PLY. SPLICE PT.
EDGE NAILING
SIMPSON 'LTP5"
RECOMMEND
USING 'DRY'
LUMBER RIM
JOIST OR 'LSL
-RIM BOARD TO
MINIMIZE BUCKLING
OF SHEATHING
APA -RATED
ROOF SHEATHING
THIS DETAIL ALWAYS APPLIES.
ROOF fi E�'il"IETEiz
II
0 PARALLEL
THIS DETAIL ALWAYS
SIMPSON 'HI' TIE AT
EACH RAFTER ALONG
ENTIRE PERIMETER
NOTE: 'H10 -2' MAY
SUBSTITUTE FOR 'HI'
NOTE: SIMP 'H25' MAY
SUBSTITUTE FOR 'H1' AS
LONG AS 'REG' CLIPS AT
24 o.c. ARE USED TO
CONNECT THE FRIEZE ED
TO TOP WALL PLATE.
I0d 4 O.C.
T_
I----2 X BLOCK'G
EA. SIDE 45'
SIMPSON 'LS50'
MAY SUBSTITUTE
FOR 'LTP5'
JOIST /S+- 1EARWALL
PLYWOOD
DECK SHEATHING
SOLE PLATE
NAILING SEE
SCHDE FOR INFO
(4) 10d EA. ELK
FLOOR JOISTS
2 X BLOCKING AT
6 -0' O.C /(3)10d
TOENAILS TO PLATE
2 X STUD WALL
APA -RATED
SHEATHING
JOISTS
APPLIES.
-.4- JOIST
APA -RATED
SHEATHING
Project. Structural Details
Location. Pacific Northwest
Copyright 1993
APA -RATED
ROOF SHEATHING
801 4 O.C.
2 X 6 FLAT BLK'G
WI I6d 4 O.C.
INTO WALL E
By RF
Date 1/2007
Job No 7000
2 X SOLID BLKG.
W/ SIMPSON 'LS50"
2X BLKG. W/
ac
XC I I I
77
V
2"
SHEARWALL
PLYWOOD
SHEATHING
1001 4 O.G.
I6d 8' oc.
SOLID BLK'G.
SIMPSON 'LTP5'
SEE SCHEDULE
FOR SPACING
lbd AT b O.C.
2 X STUD WALL
STRUCTURAL CEILING
I
JOIST
JOIST /S1- IEARW4LL
1001 6 O.G. AT FLOOR
AT DSCR, PROVIDE 2x4
x 5 -0' LONG NAILED TO
BOTTOM CHORD WI I6d• AT
4 O.G. STAGGERRED
PREDRILL HOLES FOR
CONNECTOR SCREWS
END OF
2X WALL
END OF 2x4
4 DRAG STRUT
T
I
T
O DRAG STRUT
Sheet No
A -J
RAFTER OR
TRUSS —EN
FLOOR
SHTH'G.
EN.
—1/2 51-ITHG W/ 1001 AT 4 O.C.
EDGES, BLOCK EDGES.
SEE SH'WALL SCHEDULE
FOR ADDITIONAL INFO
SOLID BLK'G.
SIMPSON 'LS50'
MAY SUBSTITUTE
FOR 'LTP5'
SHEARWALL
APA -RATED
SHEATHING
I /r1 I I I
SOLID °ELKG
EA. SIDE 5 -0'
AWAY FROM END
OF DRAG STRUT
CONNECTOR SEE PLAN
FOR SIZE. INSTALL WI
EQUAL LENGTH TO DRAG
STRUT AND WALL.
egidlimy
Project. Structural Details By RF
Location Pacific Northwest Date 1/2007
Architecture Engineering Inc 0 Copynght 1993 Job No 7000
SOLE PLATE
NAILING SEE
SCHEDULE
FLOOR
CONC. STEM WALL
(12) 16c1-
r T E
T iidN WALL
OND
PPROv DE HK— CF
WALL INF
T/FTG.
el
FRAMING 1
'4 CONT HORIZ.
AT TOP 1 BOTTOM
II
11 4 DOWELS 48' O.C.
L 11
11 I (MINIMUM)
NORMAL JOIST
THIS DETAIL ALWAYS APPLIES.
EDGE NAIL SIDE WALL
SHTH'G TO 4x5 STUD 4' -0"
EA. SIDE I' -10
'i
MN. PLY WIDTH! I,
4x6 PLATES W/ (2) 5/8 "4X12'
J -BOLTS AT 5' c.c. W/
SIMP 'BP WASHERS
(2) ROWS OF NAILS AT I 1/2"
i STAGGERED TO MUDSILL
r{ I I •4 HAIRPIN BAR x 1 -4
ti
II 1 41 II I 11 2 -3 I I
II {I 1I
,t. L. 8" CONCRETE WALL WI
II (2) •4 DOWELS EA. END
U UNDER 54-EARWALL
(21'4 X I -S 0
1 II'
4' -0"
'PA RATED
sl- IEATNRJG FASTENED
TO MUDSILL PLATE
GARAGE -FRAME DETAIL,
EDGE NAIL (EN)
SIMPSON 'L580" ANCHOR
(NOT RE0'D IF SNTH'G
EXTENDS CONT TO MUDSILL
W /OUT ANY JOINTS)
EDGE NAIL (EN)
64"0 x 1" EMS. AB's
W/ 2 X 2 X 3/16
PLATE WASHERS OR
SIMP 'BP 5/8 -2'
SIMPSON "MSTC28'
EA. SIDE (4- TOTAL)
1
NOTE
EXTEND GARAGE
DOOR HEADER
OVER ENDWALL.
HEADER WIDTH TO
MATCH WALL WIDTH
NAIL SHEATHING TO
HEADER W/ 0.148 "0 x
2 F RN. P -NAILS
3 O.C. 50114 WAYS
4x6 STUD EA. END
W/ ADD'L 2X NAILER
CORNER W/ 16c1 6
CARACE.
I'7 APA -RATED SHTH'G
FROM A SINGLE SHEET
BOTH SIDES W/ 0.148 "0
F RH. P -NAILS INTO
4x6 W/ (2) ROWS AT 2' oc.
EXTEND PLYWD THRU
CORNER SEE DET 14
6X SOLID BLOCKING
AT SHEATHING SPLICE
SIMPSON 'PHD6
SIMPSON 'LTP4 EA. END'
12" so. CONT FTG.
W/(2)•4T 1 B
24" x 48" X 12" FTG.
WI (3) *4 CENTERED
BELOW RAISED STEMWALL
(4) 10d 3
PLYWOOD
DECK SHEATHING
IF FLOOR JOIST
SYSTEM, PROVIDE
2 X BLOCKING
12" O.G. WI (3)
10d TOENAILS
TO PLATE
CONC. STEM WALL
.1
yr
PARALLEL JO ISTS
THIS DETAIL ALWAYS APPLIES.
PONYWALLS 4 -0' AND TALLER MUST BE
APPROVE BY ENGINEER OTHERWISE OK
If.
II
I I:
4'L.4:IL :lam
n•n
iI I1 It
:11.
ii 'l1A
.0. 1111
II '4CONTTIB
fl •(1 NIMUM)
II'
CONCRETE FOUNDATION
^PA RATED
sIEAT'H NG.
SOLE PLATE
NAILING
EDGE NAIL (EN)
SIMPSON "LS56" AT
SAME SPACING AS 'LIPS
EDGE NAIL (EN)
ilk •4 CONT HORIZ T 1 B
la u fie "o x 1" EMS. AB's
i t W/ 2 X 2 X 3/16
11 PLATE WASHERS OR
11 SIMP 'BP 5/8 -2'
I r I •4 DOWELS 48 O.G.
ti
MN. (2) 2X5 STUDS AT
HOLDOIINS EDGE
NAIL PLY TO STUDS
PROVIDE SOLID WOOD
HOLDOII.N STUDS
SIMPSON
I- IOLDOILN
Sheet.uN 6'
A -4--
436 "HtimADED
ROD WITH SAME
DI 4 fER AS
AN( BOLT
'Gt1U11' COUPLER
u
k$ If 1111 'ST A' BOLT
)I tlII
II ILA
11.
'll
tl
W•
•4 DOWELS 48" O.G.
1 FDON11WALL
WALL
SHEATHING
EDGE NAIL
SHEATHING
Architecture Engineering, Inc
EDGE NAIL
PLY TO
HOLDOWN
STUDS
RUN PLY.
CONT TO
BOTTOM JE
(2) -2 X 6
BLOCK'G
II
SIMPSON 'LIPS"
SEE SCHEDULE
FOR SPACING
2 X STUD WALL
APA -RATED
WALL SHEATHING
CANTILEVER JST
4kIp
II Elf
II 11
II II
'Liu
II
II
II'
11' CONCRETE FOUNDATION
13 MIE -SING NOLDOWN ,4NCI -IOR
IF BEAM IS
UPTURNED UE Ig-�
2x6 LEDGER
WII6dAT6
STAGG'RD
RIM JOIST
JOIST
I
LAM. STUDS
TOGETHER W/
16d AT 6 O.C.
TA36) 714READEDi RbD
W/ SIMPSON. '5E7 ADHESIVE.
(SPECIAL INSF'ECTION
REQUIRED BY CODE)
•S
/SEE PLAN IF PLYWOOD DET
IF BM EXTENDS CEILING IS REQUIRED
BELOW CEILING FASTEN RAFTER TO WALL
PLATE WI SIMPSON 'HI"
SEE DET I FOR ADD'L INFO.
SOLE PLATE
NAILING
BOUNDARY
NAIL
SOLID BLK'G.
SIMPSON 'LS50'
MAY SUBSTITUTE
FOR 'LIPS'
fro
.uro:
HOLDOWN
BOUND NAIL ROOF PLYWD TO
2 X 10 LEDGER W/ BEVELED
TOP TO MATCH ROOF SLOPE.
NAIL LEDGER W/ (2) -16d EA.
WALL STUD 4 EA. 2 X 6 BLK'G.
(USE 2x 8 BLKG. IF TRUSS ROOF)
FOR THIS SECTION OF ROOF
BLOCK PANEL EDGES WI 2 X 4
FLAT NAIL ad 4' O.C. EDGES
AND BOUNDARIES, 12' O.C. IN FIELD
SHEARUALL PLYWD MUST EXTEND
DOWN TO BOTTOM WALL PLATE
(TYP.)
BN.
ROOF LEDGER DETAIL
Project. Structural Details
Location. Pacific Northwest
Copyright 1993
ANCHOR I EMBED
DIAMETER I DEPTH
5/8' I 10'
3/4" I II"
1/8" I 13"
GRADE 436
THREADED ROD
SEE SIMPSON
CATOLOG FOR
DIAMETER.
1
APA -RATED
WALL
SHEATHING
(2) -2x OR
dx (REF.TO
PLANS)
HOLDOWN
STRAP WRAP
AROUND DEL
JOISTS
SIMPSON
'HT530'
EA. SIDE OF
DEL. JOISTS
(PROVIDE WEB
STIFFENDER IF
I -JOIST USED)
By RP
Date 1/2007
Job No 7000
(12) 10d
EA. END
OF STRAP
IF THIS IS A SH'WALL
W/ A HOLDOWN,
THEN EXTEND SHTH'G
THRU 4 EDGE NAIL
NOTE.
THIS DETAIL IS REQ'D
ONLY WHEN TWO .L
SHEARWALLS SHARE
ONE HOLDOWN.
SHTHG.
8d AT 6" e.c.
AT ALL FRAMING
MEMBERS WITHIN
5 -0' OF EDGE
GABLE END TRUSS
NAILS EASED
ON SHEARWALL l'-
REQMTS. BELOW
EITHER NO
JOINT IN PLYWOOD
OR
FASTEN SH'WALL TO
ENDWALL TRUSS W/
BLOCKING/RIM
FASTENERS SHOWN
IN 54-1'WALL SCHDL.
SH'WALL SEE
SH'WALL SCHEDULE
FOR NAIL'G REQMTS.
(2) l d EA. TRUSS
SOLE PLATE
NAILING
BOUNDARY
NAIL
CONT RIM 4
2X BLKG. OR
DB RIM J5T
r 501-ID BLK'G.
®1-IOLDOUJN TO RIM JST
2x4 x 8' -0' LATERAL
BRACE AT 6 -0" o.c.
(6) 16d NAIL
IF 'H' EXCEEDS 6 -0' THEN INSTALL
2x4 ON EDGE BEHIND 2x4 FLAT IN
END -WALL TRUSS. IF 'H' EXCEEDS
12' -0' USE 2x6 ON EDGE. SEE ABOVE.
Sheet No
5
SIMPSON 'LS50'
MAY SUBSTITUTE
JOIST FOR 'LTP5'
2x6 PLATE WI I6d
AT 12" e.c. TO WALL
DBL. JOIST AT
EACH END OF WALL
OVER DEL. STUDS
FASTEN TO RIM JOIST
W/ SIMPSON 'LSO'
4x6 OR
(2) 2X STUDS
16d AT 6 O.G.
HOLDOWN
16cl AT 6' O.G.
INTO EA. STUD
EDGE NAIL
HOLDOWN
FRAMING AT CORNER
2x4 FLAT AT 24" O.C.
IN END -WALL TRUSS
2X VERTICAL BRACE
(2) I0d AT 8' O.G.
2x4 BLKG. AT 6 -0' O.C.
W/ Sd AT 3 O.C.
TRUSS BOTTOM CHORD OR CEILING JOIST
DEL. 2xSOLID BLOCK
WI (2) SIMP 'LSO'
TO WALL PLATE
GYPSUM BOARD
DIAPHRAGM WITH
5d COOLER NAILS
AT 1" O.C. AT FIRST
(4) CEILING MEMBERS
AND 2x6 PLATE
CABLED ENDUJALL
Architecture Engineering, Inc
2x SOLE E
SEE SCHDL
FOR INFO
CUT 1/4 x 4'
SLOT IN SHTHG.
2x SOLID BLK'G EACH
SIDE NEXT TO STRAP
ROOF
TRUSS
Ci
0 ,9
INTERFLOOR I- IOLDOUJN
SHEA 1 I L_ (2)-2x OR 4x
(REF TO PLANS)
i1 HOLDOUN STRAP
(INSTALL STRAP W/
EQUAL LENGTH TO
BEAM 4 STUDS.
T
DBL. JOIST
OR BEAM
(12) 10d EACH
END OF STRAP
I- 1OLDOUJN DETAIL
I
Project. Structural Details
Location Pacific Northwest
0 Copyright 1993
UNLESS OTHERWISE
SPECIFIED,USE (2)
SIMPSON "1-1T530'
EA. END OF BEAM
BOUNDARY
NAIL
SOLID BLKG
SIMPSON 'LIPS'
SEE SCHEDULE
L FOR SPACING
SOLID WOOD
BELOW BEAM
STUD W
EN. SNTFKs. TO
STRAP
EDGE NAILING,— (2) 16d INTO TRUSS T4B CHORDS
2x4 AROUND BLKG.
PAN, EL PERIMETER
f E
3' DIA VENT
HOLES AT 10' O.C.
PER IBC 12032
2x4 FLAT EDGE FRAMING
NAILED TO TRUSS VERTICAL
W/ 16d AT 6 O.C.
12' PLY SHTH'G. W/
10d AT 4 O.C. EDGES
16d AT 8" O.C. FROM BLKG.
PANEL TO WALL PLATES
21 51— IEARUJALL EXTENSION
J FOR TRUSS- FRAMED ROOFS
2X SOLE IE�
SEE SCHEDULE
FOR INFO
APA -RATED
ROOF SHEATHING
BOUNDARY
NAIL (BN.)
2 X SOLID J
FRIEZE BD
(2) -2x OR 4x
(SEE PLAN)
F I- IOLDOWN DETAIL
SI— IE4RUJALL EXTENSION
FOR STICK- FRAMED ROOFS
By RF
Date 1/2007
Job No 7000
L 2 X SOLID BLKG
BELOW ENTIRE LENGTH
OF SHEARJUALL.
HOLDOWN STRAP
(INSTALL WITH
EQUAL LENGTH
TO BEAM AND
STUDS.
2 X STUD WALL
SHEARWALL NAILING
SAME AS BELOW
SOLID BLKG.
SIMPSON 'LS50'
MAY SUBSTITUTE
FOR "LTPS'
CLG. JST
APA -RATED
SHEATHING
NAIL 8d AT 3 DC. INTO
EACH SHEAR TRUSS FOR
DIAPHRAGM LOAD UP TO
200 PLF OTHERWISE USE 3 O.C.
SHEAR TRUSSES
EACH DESIGNED FOR
DIAPHRAGM SHEAR LOAD
SHOWN ON PLANS
(TRUSS TO TRANSFER SWEAR
FROM TOP TO BOTTOM CHORD)
(4) 16d NAILS
2x5 AT 16 O.C.
W/ (3) 16d EA. END
SHEARWALL
SHEAR TRUSS MAY BE ELIMINATED IF
SHEARWALL EXTENDS UP TO ROOF
SHEATHING. SEE DET '20 FOR INFO.
Sheet No
�Cp
UNLESS SPECIFIED OTHERWISE, I
EITHER SHEAR TRANSFER
SYSTEM MAY BE USED
FASTEN TRUSS TO WALL
W/ 'LS50' CLIPS
SEE SCHEDULE FOR SPACING.
SNEARUJALL EXTENSION
Architecture Engineering, Inc
BOLT DECK LEDGER
TO RIM JOIST WI 1 4s "0
AT 16' O.C. AND (2) ROWS
16d AT 8" O.C.
(USE 2 -5/8" BOLTS IF
JOIST SPAN GREATER
THAN 10' -0
FLOOR JOIST
APA RATED J
SHEATHRJG
SEE SCHEDULE FOR
NUMBER OF NAILS
EA. SIDE
SEE SCHEDULE FOR
NUMBER OF NAILS
EA. SIDE
BEAM
II
II
II
II
II
II
'.L
16d O 6" O.C.
BEAM
STRAP SEE
FLOOR PLAN
4 X B POST
LI
ICI I:r I�
-DRILL HOLE 1/8" GREATER IN DIA
IN CENTER OF BEAM FOR BOLT
I II
5" SQ X 3/8" BRG PLATE
PEEN THREADS AFTER TIGHTENED
SIMP. T'ISTC40" I 1
EA. END OF HEADER.
FASTEN TO
DBL. STUDS
1- 4OLDOUJN ABOVE IE3E,4M
THIS DETAIL ALWAYS APPLIES.
I
2X STUD WALL BEAM
I
DECK LEDGER 1- IANDRAIL CONN.
THIS DETAIL ALWAYS APPLIES.
�MULTIPULE
HOLDOWN STUDS
SEE SCHEDULE
CUT 1" X 4- SLOT IN PLY
FLOOR SHTHG FOR STRAP
SIMPSON "H2.5
EA. SIDE
I I
11
II
Project. Structural Details
Location Pacific Northwest
Copyright 1993
HOLDOWN W/ A36
GRADE THREADED ROD
THEADED ROD
SIMPSON 'MSTC'
WRAP STRAP AROUND
HEADER IF NECESSARY
FILL CAVITY W/ SOLID
WOOD AT HOLDOUNS
EXTERIOR WALL
2X LEDGER
2X BLKG.
AT STRAP
p P
2X6 DIA. BRACE
W/ (2) 16d EA JOIST
STb224 STRAP WRAP
AROUND BACK OF LEDGER
4 NAIL TO DIAL. BRACE
NOTCH 4X8 FOR 3"
BEAM BEARING
4 X 12 BEAM
SIMPSON "PHD2" W/
5/B" X 8' EXP BOLT
CONCRETE FTG.
S1-- 4EARUJALL- POST CONN.
SIMPSON ABU"
POST BASE
OR ELEVATED
"EPB" IF SLAB
OR USE BASE
CONN. SHOWN IN
DETAIL *30
By RF
Date 1/2007
Job No 7000
BEAM
UNLESS NOTED OTHERWISE,
USE "SIMPSON' PC"
POST CAP
(USE "EPC" AT
ENDS OF BEAM)
PRESSURE- TREATED
WOOD POST
/CONCRETE SLAB
1 —CONC. FTG.
Sheet No
25 PORCI /DECK POST CONN
2X SPACED CEDAR
DBL. 2X MEMBER OR
4X Mbr1WER RIM JOIST.
I/4 X 3' X 6" X 0' -S"
STEEL ANGLE
DOUBLE 2X
JOIST
7
4 1/2 4
5/8 "0 THROUGH BOLTS W/ NUTS
AND I DIA X 3/16 WASHERS.
EA. SIDE. 4X6 CEDAR NEWELL
TO RIM JOIST.
PERPENDICULAR WALL
(5) I6d 2 NAILS AT THE TOP
MIDDLE, 4 BOTTOM
A
NAILING WALLS TOGETHER CHANNEL L FIRST
(S) I6d THEN INSTALL C A D DDITI WI
PS) I6d HEN INSAL ADDITIONAL
2x4 AGAINST- IT AND NAIL W/ (6) I6d
ID<
PLYWOOD SHEATHfJG
OVER WALL STUDS
EDGE NAIL (EX)
TO END 2x4
THIS DETAIL ALWAYS APPLIES.
O SNEARUJALL EXT WALL CONN
EDGE
NAIL
Architecture Engineering, Inc
NAIL SHTHG TO
GIRDER TRUSS WI
Sd AT 6 O.G.
BOUNDARY 7
NAIL (BN.)
2 X SOLID
FRIEZE BD
NAIL WALL SHTHG.
TO EA. HOLDOWN
STUD W/ 10d A 6
FOR 2 -STORY
CONDITION, USE
'MSTC2S STRAP
DIRECTLY BELOW
GIRDER TRUSS
TIEDOWN ABOVE
RECOMMEND
USING 'DRY'
LUMBER RIM
JOIST OR 'LSL
RIM BOARD TO
MINIMIZE BUCKLING
OF SHEATHING
NAIL (16) I2d
EACH END
TO STUDS ONLY
SEE DETAIL' I1
CI I fRD E TRUSS CONN
THIS DETAIL ALWAYS APPLIES.
TRUSS BOTTOM
CHORD OR
CEILING JOISTS
(2) BAYS OF
4X SOLID BLKG
W/ (2) 16d EA. END
CONNECTOR SEE PLAN
FOR SIZE. INSTALL W/
EQUAL LENGTH TO WALL
AND BLOCKING.
Project. Structural Details
Location Pacific Northwest
0 Copyright 1993
SIMPSON 'LGT' TIEDOWN
AT EA. GIRDER TRUSS
NOTE:
TI-115 DETAIL NOT REQ'D
IF TRUSS MFG. CALCS SHOW
LESS THAN 1000' NET
UPLIFT FORCE AT GIRDER
TRUSS REACTION. IF SO
THEN USE (2) 'H25T' TIES
MULTIPLE 2X STUDS (SAME
NUMBER AS TRUSSES)
(4) 10d EA. BLK.
FLOOR JOISTS
2 X BLOCKING AT
6 -0' O.0 W/ (3) I0d
TOENAILS TO PLATE
MULTIPLE 2X STUDS (SAME
NUMBER AS TRUSSES)
NAIL WALL SHTHG.
TO EA. STUD WI
10d AT 6 OC.
RE -ENTRANT
CORNER
111
FASTEN CLG. TO
BLKG. W/ DRYWALL
SCREWS AT 4 O.C.
NAIL FULL -HGT STUD
TO BEAM W/ (2) ROWS
I6d AT 3 O.C. STAG'RD
EDGE NAIL (EN.)
FULL -HGT
WALL
PANEL
APA -RATED 51-ITHG.
FILLER ON SIDE OF BM.
EDGE NAIL (EN.) BEAM
2 X STUDS W/
16d AT 5' O.G.
STAGGERED
NAIL WALL SHTI-IG
TO F.H. STUDS W/
10d AT 6 O.G.
SUPPORT POST
TO BEAR ON FELT
30' FELT MOISTURE
BARRIER OVER
5000 PSI NON SHRINK
GROUT (THK mudsIII)
CONCRETE FOUNDATION
30
POST-TO-FN CONN.
EDGE
NAIL (EN) 11
I I
WHEN PANEL IS j El
24 29' WIDE, 11
PROVIDE 'LTPS'
EACH END
AT BASE
WALL TOP
PLATES
I
r
By RF
Date 1/2007
Job No 7000
f
J-
1
E E
EDGE NAIL
AROUND
OPENING
THIS DETAIL ALWAYS APPLIES.
THIS DETAIL ALWAYS APPLIES.
Sheet No
BM -TO -WALL CONN
EXTERIOR VIEW
PERFORATED/ \WALL DESIGNATION
C
V
TIE WALLTOP
PLATES TOGETHER
W/ MSTC40 STRAP
NOTE:
(4) 2x6 LAM. W/ I66 AT 5 D.C.
EQUALS A 6x6 SUPPORT POST
HOLDOWN EA. SIDE
USE 'HD5A UNLESS
NOTED OTHERWISE
P T MUDSILL
STOP AT GROUT
PANEL
WIDTH
f
STOP RIM JOIST
EA. SIDE OF BM
FASTEN TO F.H.
STUD W/ (2) 10d TN.
FULL -HGT STUD EA.
SIDE OF BEAM
BEAM TO BEAR ON
ON FULL AREA OF
2X STUDS LAMINATED
W/ I6d AT 12' O.G.
5/5'. EXP BOLT WI
4 1/2' MIN. EMBED
EDGE
NAIL (EN.)
-RIM JOIST
SEE SCH'DL
FOR 'LTPS'
SPACING
31 WALL_ TO GE IL'CI CONN 32 PERPORAtED WALL NAILINCs
t r F d4
Architecture Engineering, Inc
BEAM
T/ WALL
IL/ SEE PLAN
I
n T/ WALL 1
V SEE PLAN
ri T/ FOOTING
SEE PLAN
z T/ FOOTING
"H" (4' -0 MAX)
(3) '4 CONT.
T
MIEF
i t
I I.
it
I
ADD'L BARS IF
SPECIFIED ON PLANS
FACTORY GLUED
BRG. BLOCK
COLUMN CAP
SEE PLAN FOR TYPE
I 2' -0"
FOUNDATION STE P
THIS DETAIL ALWAYS APPLIES.
HD ANCHOR' EMBED
DIAMETER I DEPTH
5 /S" 110'
3/4" I II"
1 /5" I 13'
ii MIN. I
I 1
1 I. r
Till EARITH REED
Y A
4 -0"
MIN.
THIS DETAIL ALWAYS APPLIES.
IS' UN.O.
Project Shearwall Schedule
Location Pacific Northwest
Copyright 1993
STEMWALL
HOLES MUST BE SPACED
AT LEAST IS" APART
Sk— IEARWALL AT SLAB
THIS DETAIL ALWAYS APPLIES.
FOOTING
MATCH FOOTING 2
REINFORCING
AND TIES
/2 I' -f
MIN. MIN. 2'-0'
APA RATED
SHEATHING.
5/5"+ ABe OR
5/5 "9 EXP BOLTS
(5' MIN. EMBEDMT)
AT HOLDOUNS, USE
(A36) THREADED ROD
r W/ SIMPSON 'SET' ADHESIVE.
(SPECIAL INSPECTION
REQUIRED BY CODE)
0
FOOTING DEPTH (HD
EMBEDMENT DEPTH 4
USE 14 (MN) DEPTH
ACCEPTABLE AREA TO DRILL
MAX 2 3/4" DIAMETER HOLE.
HOLES MUST BE AT LEAST
3' -O' FROM SUPPORTS 4 MIDSPAN
AND M THE MIDDLE THIRD
OF THE BEAM DEPTH.
GLULAM -BEAM FENETRATIONS
2X6 FLAT WI
16d EA TRUSS ROOF 54
ed 6 O.C. BN.
OVERFRAMING I APA -RATED
TRUSSES OR SHEATHING WI
2X FRAMING ad 6 EDGE!
4 12" FIELD
EXTEND ROOF
SANG DOLLN
TO BLKG.
PREFAB TRUSSES
OR 2X FRAMING
XC I
ROOF OYERFRAMINC�
4 -BAYS OF 4X BLKG.
—APA -RATED
FLOOR SHEATHING
0
P
By RI'
Date 1/2007
Job No 7000
THIS DETAIL ALWAYS APPLIES.
F L LS DIRRE T Y
FALLS DIRECTLY
I BELOW A RAFTER r...
THEN USE DET. 3
2X BLKG. AT 32" OC.
BUTTERFLY DRAG STRUT
'R'ECOMMEND BUILDING SHEARWALL 3/16 SHORT
TO ALLOW FOR VERTICAL SHRINKAGE OF RAFTERS
IF RAFTER IS LESS
THAN 12" FROM
SHEA@UALL, THEN
BLOCK (2) BAYS
w/ (2)16d EA. END
EA. SIDE OF SH'WALL
CEILING JOIST
STUD WALL
Sheet Ni
cr
10d 4' OC.
16d•EATRUSS
2X SOLID BLKG.
2X 5711D WALL
0 0IL
SIMPSON "PHDS" HOLDOWN EA
END W/ 5/5" DIA (A36) THRD ROD
ad AT 3" OC.
Sd AT 6 00.
ROOF SHTHG.
RAFTERS
SHEARIUALL
TO MATCH
BELOW
NAIL BLKG.
TO STUD
SNEARUALL
38 514EARWAL,L EXTENSION