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GENERAL 48. 0 0
5 Fr 2
1. All material and workmanship shall conform tc ` ` 0
the drawing and specifications. h
2. During the construction period, the contractor e 1 I
shall be responsible for the safety of the buildin► I 1
The contractor shall provide adequate shoring,0%
bracing and guys in accordance with all national Eastwood Ave.
state, and local safety provisions and must be R R E �} ( --
approved prior to erection.
C�R LO
3. Drawing indicate general and typical details o• 06 D D I T{ N
construction where conditions are not specificall; Grand Ave. I 1
indicated but are of similar character to detail; I 694.60 S. a I
shown, similar details of construction shall be u: N
subject to review by the architect. N~
4. All details designated as standard or typical
occur in addition to any other specific LO
called out.
5. Grade and species of all lumber must be gra 1 , 1%0
marked.VI
CINITY MAP I 21290GAR.oR0 I(D
CONCRETE (NO SCALE)
s"-o• 20'-2" 3-2*
1. 1. All concrete, unless noted otherwise, shall be 24'-10'
0
regular weight, stone concrete conforming to AS
C33. Cement shall be Type V conforming to A'
C150 maximum water -cement ratio shall be .50
.vo SHEET INDEX
by weight.
FRAMING LUMBER
SITE PLAN A-1
1. All structual lumber shall be Douglas fir, #1 o ° _ FLOOR & ELC. PLAN A-2 1
conforming to standard framing rules for West C
Y2.
Plywood for roof sheathing shall be CDX, Unle ` .- FOUNDATION PLAN A-3
� otherwise. Use exterior type, minimum C-C grad �. O
O
' where plywood is exposed to weather. Plywood f( ° ` ° _ FRAMING PLAN A-4 0ro
sheathing shall be CDX, unless noted otherwise.r SECTION DETAILS A-5 L(l 1
plywood shall conform to US standard PS 1-95.LU
tx.
N
3. All wood bearing on concrete shall be pressuro ELEVATIONS A-6
or foundation redwood.k
4. Studs over 10 ft. in height or supporting 2 fl
roof must be M s at 16 OC unless noted othF '`
studs greater than 16 ft., see plan. Studs in cri
less than 4 ft. in height may match the studs . LEGAL DESCRIPTION 1 1
5. Provide 2x's solid blocking between joists and 1 1
at all supporters.
6. Cross bridging shall be provided at 8'-0" on PROPERTY OWNER - JUAN ROMO ((
maximum for all joists and rafters more than 8" PROPOSED: Two -CAR GARAGE ADDITION E X TG. 1-STORY
j { - S TO R Y
7. Provide double joists under partitions which a TAPE s.UIRESIDENCE: ZONE RI RESIDENCE
1 P YEAR r�uaT 1925
to the Joists. PARCEL: # 398-374-09
r,
8. To late of all studs walls shall be two Iec M`
P P p' ; . I 2351.00 S.F.
same size as the studs. Splices are to lap 4'-G w 1 l
PROJECT DATA
and be nailed with 16d nails min. each side of " _�_ �w€�.. ;,
PEF0
4 0
9. All nails shall be common or gal. box. Nailing 1T G LOT AREA- 6000.00Sq:Ft.
MMMMIM
per chapter 23 of the uniform building code. EXISITING DWELLING AREA- 1230.00 Sq.Ft,
.w GARAGE ADDTION- 694.60 Sq.Fr.
x 10. All bolts shall be retightened prior to the SM17J d 'U x" LOT COVERAGE 36.6%
applications of sheathing, plaster, etc.1rn1
11. Roof diaphragm nailing to be inspected be€or
covering. Face grain of plywood shall be perpinCf. - °G, aMs h REQUIRED REAR YARD AREA: 1 1
to supports. may..
' 48' X 20' = 960.00 SQ. FT.
REINFORCING STEEL c:.
960' X 35% = 336.00 SQ. FT,
1. All reinforcing steel, dowels, and ties shall ..$ G
.;`�`. - 20' - 7' = 13' SQ. FT. I xT . PORCH 1
conform to ASTM A615, grade 60, unless noted 13' X 24'-10" = 322.83 SQ FT.
otherwise. 3 bars shall be ASTM A615, grade 4
# 9 i
5
deformations shall be in accordance with ASTM 3<3 , - s•-s� 14°-10 , •-s ap
322 $ 36 OC} OKAY s° s�
A 305
2. All reinforcing steel shall be lapped as indicaf ...n _
on the drawings where laps and/or splice locatic . -..��� ...� r�, � " WINDOW ABBR. Z DOOR ABBR. 1
are not specifically indicated, verify with the
engineer if a splice can be provided. All rein€orc H.S. HORIZONTAL SLIDER S.C. SOLID CORE 1
steel shall lapped with a class "C" lap unless nc p No. A Revision/issue Date
otherwise.
, FIX. FIXED WINDOW H.C. HOLLOW CORE
3. All reinforcing steel in masonry shall be lappe.
40 bar dia. or two (2) feet min., unless noted c 4 S.H. SINGLE HUNG D.D. DOUBLE DOOR `� `° 1'f 1 Omer
.. :. `r 3
ABBREVIATION LEGEND D.H. DOUBLE HUNG SL SLIDING DOOR
_d i➢ ,.. <,. ter»,>,.,,< ...,..:..w...+.
JUAN ROMA
ADJ, ADJACENT HT. HEIGHT
. CASEMENT WINDOW POCK. POCKET DOOR 710 NORTH EASTWOOD ST.
A.B. ANCHOR BOLT HORIZ. HORIZONTAL r -. S TA ,CA 92701
APPR APPROVED JST. JOISTE.. G.W. BI-FOLDING DOOR -- -- -- -- --
g�
GARDEN WINDOW B.F. �=
BLK'G BLOCKING MAX. MAXIMUM�rt fnta A
L8 6} O
a
BLD'G BUILDING MIN. MININUMT.G. TEMPERED GLASS GAR. GARAGE DOOR
.L
w,
C.J. CEILING JOIST N.G. NATURAL GRADE
k
COL. (N} ' �
COLUMN NEW •
CONC. CONCRETE O.C. ON CENTER
DIM. DIMENSION OPN'G OPENING' _ : k t,,._ a;,? PmjectPlanner.
DBL. DOUBLE PLT PLATE a .,
RAM BUILDIN
G, DESIGN, & EN %a.,
EA. EACH PLWD PLYWOOD CITY OSAffe% A°'I
INC.
ELEV. ELEVATION REQ'D REQUIRED
EQ. � R.R. ROOF RAFTER "�~ �"-,�� : 't? S. EUCLI ST.
EQUAL .,
. (E) EXISTING SHT'G SHEATHING �- �1% '��� ��' � QUITE �
AN IiEINI, GA 92805
EXT. EXTERIOR SQ, SQUARE
714-535-5505
F.F. FINISH FLOOR THK. THICK
F.G. FINISH GRADE T&B TOP & BOTTOM
F•J• FLOOR JOIST T.P. TOP PLATE
FTG. FOOTING TYP. TYPICAL
G.I. GALVANIZED IRON VERT. VERTICAL Sheet Tide: Sheet
GA. GAUGE W.H. WATER HEATER SITE PLAN
Date
SITE PLAN NOTES:
7/2b/zoo6
1. ALL SURFACES WATER SHALL DRAIN AWAY FROM Scale
AWAY FROM NEIGHBORING PROPERTIES AND LEA[ AS NOTED
OR OTHER APPROVED TERMINUS: MINIK JM SLOPE SITE PLAN
SCALE: 1 /8 1 0
fol
I
FOUNDATION PLAN
SCALE: 1/2 1p=11-0))
VENTILATION REQUIRED:
NOTES:
1.
ALL HOLDOWN HARDWARE MUST BE SECURED IN PLACE
VETILATION REQUIRED
PRIOR TO FOUNDATION INSPECTION (UBC 1628.7)
694.60 SQ. FT.
2.
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING
694.60 / 150 =
4.63 SQ. FT.
REQ'D APPROVED PLATE WASHERS AND HOLD-DOWNS
SHALL BE TIGHTENED JUST PRIOR TO COVERING
VENTILATION PROVIDED
OF THE WALL FRAMING (UBC 2314.5.6)
12"X6" SCREEN VENTS
3.
FOUNDATION ANCHOR BOLTS IN WALLS WITH LATERAL
(10) X.50
5.00 SQ. FT.
LOADS GREATER THAN 300 POUNDS PER FOOT SHALL
HAVE AN APPROVED PLATE WASHER UNDER EACH NUT
AND THE NUT SHALL BE TIGHTENED JUST PRIOR TO
5.00 SQ. FT. > 4.63 SQ. FT.
OK
COVERING THE WALL FRAMING. (UBC 2314-.5.7)
NOTES:
4.
ALL BOLTS HOLES SHALL BE DRILLED A MAX. OF 1/16"
1. INSTALL VENTS AS TO PROVIDE PROPER
OVERSIZED (INSPECTOR TO VERIFY).
VENTILATION.
5.
PROVIDE UFER PER DETAIL. CONTRACTOR TO FIELD
VERIFY PRIOR TO INSTALLATION
2x6 Wall Studs 1 &'0. C.
Weep Screed
1 -GARAGE FOOTING
6/8"k 0 A. B. 12"
Min. Lenght W/
2"x 2'x 3/16" Sq.
Washer ROC IV'
From Comers
3 1/2" Min. Concrete Slab W/
Wx W/k I V4A I WW. W. M. Over
2" of Washed Sand Over 6 Mil,
Vapor Barrier On Compact Soil
!6
(1) # 4 Rebar T. & B.
SCALE: (NO SCALE)
t2" Min. Concrete Slab W/
6"/x I V'x I O"W. W. M. Over
)f Washed Sand Over 6 Mil.
)or Baffler On Compact Soil
2-DRIVEWAY APPROACH
I VON
r, 7-1 7 W-ITI 1 7__ ,
*A14141*11•
REBAR PER STRUCTURAL
GROUNDING ELECTRODE
CONDUCTOR, 40'#4/0
BARE COPPER CABLE
•
A.-
I"A ,
BOARD PE
PLANS I
ME"
�tllflu_lrlf
(NO SCALE)
vil-if
PVC WRAPPED GRS
FOOTING PER STRUCTURAL
MAIN GROUNDING CONDUCTORS
IN PVC CONDUIT ROUTING,
LENGTH & SIZING PER PLANS
3 LIFER DETAIL
SCALE: (NO SCALE)
L9
FW_
Owner
JUAN ROMO §
E190 M-
11
-0
VETILATION REQUIRED
694.60 SQ. FT.
694.601 150 =
4.63 SQ. FT.
GABLE ATTIC VENTILATION
14"XI 8" ATTICIVENT
(2) X 1.75
3.50 SQ. FT.
EAVE SCREEN VENITS
3"X14" SCREEN VENTS
(4) X .50
2,00 SQ. FT.
TOTAL
5.50 SQ. FT.
5.50 SQ. FT. > 4.63 SQ. FT.
OR
NOTES:
1. INSTALL VENTS AS TO PROVIDE PROPER
VENTILATION.
99
Overhang
---------------------------- ----------------------
2 2x RR DF #2 @ 16" OC
VXRR C \L
1111110-
I I
I -A
W Cont. Ridge
2x4x10 Ft. Min.
Corner Ties Let
Into Top Plate.
2x4 Bracing DF #2 @ 16" OC
IMP
711
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - -
21'-2
24 10
99
ROOF PLAN
SCALE: 3/8 )2=1 $—Opy
Double 2,
Top Plat..
K4
1-GARAGE SECTION FRAMING
SCALE 1/4"= 1 P-op
2-GARAGE SECTION FRAMING
SCALE 1/4 tl= i I-01$
n
t
[M1111i, A Revisionlissue 111111mrT
a
JUAN ROMO
71C
Projed Planner
R.A.M BUILDING, DESIGN,
j INC.
1237 S. EUCLID ST.
SUITE D
ANAHEIM, CA 92805
714-535-5505
ASPHALT SHINGLES CLAS]
fill
I=
NOTES: I I
1. BUILDING TO HAVE FELT PAPER AT ALL EXTERIOR
WEATHER EXPOSED SURFACES.
2. EXTERIOR OPNG'S EXPOSED TO THE WEATHER SHALL
BE FLASHED IN SUCH A MANNER AS TO MAKETHEM
WATERPROOF.
3. PROVIDE WEEP SCREED FOR STUCCO AT OR BELOW
THE FOUNDATION PLATE LINE A MENINUIM OF 4"
ABOVE GRADE AND 2" MINIMUM ABOVE FINISH
HARDSCAPE. (SEE DETAIL). NEW 26 GA. G.I. WEEP
SCREED, TYPICAL AT NEW STUCCO AREAS.
4. OWNER TO PROVIDE RAIN GUTTER PER CITY
SPECIFICATIONS. RAIN GUTTER TO POINT OUTSIDE OF
STRUCTURE.
5. ALL SURFACES WATER SHALL DRAIN AWAY FROM
STRUCTURES, AWAY FROM NEIGHBORING PROPERTIES
AND LEAD TO THE STREET OR OTHER APPROVED
TERMINUS: MINIMUM SLOPE 2%.
6. ROOF SLOPE TO BE MIN. 12/4 FT.
7. ALL MATERIAL SHALL BE OF NON-COMBUSTIBLE
MATERIAL.
8. NEW 7/8" STUCCO OVER TWO LAYERS TYPE-D FELTS,
MATCH TO EXTG. STUCCO.
9. NEW 26 GA. G.I. WEEP SCREED, TYPICAL AT NEW STUCCO
AREAS.
10. USE 12"X6" WIRED SCREEN FOR VENTILATION.
11. DOOR MAY SWING INTO THE GARAGE IF FLOOR OR
LANDING IS THE GARAGE IS NOT MORE THAN I " LOWER
THAN THE DOOR THRESHOLD,
24'-0"
NORTH ELEVATION (FRONT VIEW)
ASPHALT SHINGLES CLASS
"C" OR BETTER FELT"_'�,�_
1�u
ASPHALT SHINGLES CLASS
24'-0"
SOUTH ELEVATION (REAR VIEW)
1/4'1=1)_0)1 SCALE: 3/16 tt= i )—Ott
New attic vent to
match front primary
dwelling.
EAST ELEVATION (SIDE VIEW)
SCALE: 1/4 tp= 1 011
ASPHALT SHINGLES CLASS
"C" OR BETTER FEL71-\-.LL30
FIRE -RATED 12 New attic vent to
4[ . ....... .. ...... match front primary
dwelling
0
0-)
®-� ��
E8
F.F.
24 '10"
WEST ELEVATION (SIDE VIEW)
SCALE: 1/4"=1 $_Ct
W, A06.
12
No. I A Revision/issue I Date
ldv�
rOwner.
JUAN ROMO
P I a n n' or
R.A.M BUILDING, DESIGN, & ENG.,
INC.
1237 S. EUCLID ST.
SUITE D
ANAHEIM, CA 92805
714-535-5505
p
NO- ADDITIONAL HOLES ALLOWED. NOTE: 0
PREDRILLED IN TOP PLATES z
THREE 1 DIAMETER HOLES
POST STIFFENING STRAP EXTENDS
37" ABOVE THE HOLDOWN.
THE STRAP 21 " ABOVE THE HOLDOWN.
SHEATHING _
1" MAXIMUM DIAMETER HOLE IN FRAMING
1~ MAXIMUM DIAMETER HOLE IN FRAMING WEWB[R3� ONLY ONE HOLE PER MEMBER. HOLE THROUGH � OF
MEMBERS. ONLY ONE HOLE PER MEMBER, � POST AT ABOVE THE HOLDOWN1lB
CROSSHATCHED AREA 37"AB0VE
[�
LA
e� EACH POST)
C5.
��.
TYP LOCATION OF HOLE
� | TyP LOCATION {)F
7/8" (MAX) DiA. HOLE x ONE CUT OUT IN THE OSB/PLYWD.
ONLY ONE HOLE IN
SHEATHING X UP TO 4" (MAX) SQUARE MAY BE
�< x LOCATED WITHIN THIS ZONE
X OF POST. ONLY 1 HOLE PER
>� )O� POST IN CROSS HATCHED AREA (1) 1 " (MAX) DIA. HOLE
X x (TYPICAL EACH POST) THROUGH (L OF BLOCKING
HOLE THROUGH 7�\V
OF, BLOCKING LA
1" (MAX) DIA, HOLE' THROUGH OF
POST AT 12" ABOVE THE BASE.
I (TYPICAL EACH POST)
16 22" PORTAL WALL 18" & 24" STANDARD OR RF WALL 2
`
~
NOTE:' '
^ ` THREE 1^ DIAMETER HOLES l^ MAXIMUM DIAMETER HOLE IN FRAMING
WEW8E�� ONLY ONE HOLE PER MEMBER.
.."_"..`^�~ ., ... PLATES �
NO ADDITIONAL HOLES ALLOWED. 1. MANUFACTURED AND TRADEMARKED BY "8MpSDN
. NOTE: � �� STRONG -TIE COMPANY, INC.",
' 'POST STIFFENING STRAP EXTENDS � HOME OFFICE: 4120 DUBLN BLVD., BUN, CA' 94588
� 37^A8OYETHE H0LDOWN | | � �` x` �� NOTE: | TEL 89y-5OQ8, FAX: (y25\ 875-0826 Y
v ' _
-_ '�/^ - �-r_-___ --_ -~_'.. '...." .. ... .~.
E CUT .
UP TO 4" (MAX) SQUARE MAY BE
LOCATED WITHIN �E OF THESE
ZONES
" (MAX)Dk�
HOLE THROUGH
O. -BLOCKING ^
-
INTERIOR
- �
'
STUDS WAY HxV[
` 1' (MAX) D�. H0U
PLACED IN ANY Po3rnom
o �AT THE (�OF THE STUD
<» �
'
^
�
PRE -DRILLED
A l' D�. HOLE IS pR�-u*�L�u /m THREE 1^ DIAMETER HOLES '��pSUm �|nUm6-i|� uomrmvT' /mc. c` *m ISO uuu/ REGm/EREu
THE STRAP �1" ABOVE THE HOLDOWM. PREDRILLED IN TOP PLATES COMPANY. '
TYP LOCATION OF HO L NO ADDITIONAL HOLES ALLOWED.
1^ (MAX) D0` HOLE THROUGH (�0F
POST AT 21^ ABOVE THE HOLD0wW OR NOTE: _
AT CROSSHATCHED AREA 37" ABOVE | POST STIFFENING STRAP EXTENDS | �
THE nuuuo=m.
(TYPICAL EACH POST)
ONE CUT OUT IN THE OSB/PLYWD.
UP TO 4^ (MAX) SQUARE MAY BE
LOCATED WITHIN ONE OF THESE
ZONES
(1) - ^ DIA.
HOLE THROUGH CL
OF BLOCKING
`
�DI� HOLE THROUGH (�0F
12~ Aa(x/E THE BASE.
EACH POST) `
'
`
`
|INTERIOR STUDS WAY HAVE -�-
{N�ANY POSITION AT THE
CL 0F.THE STUD
�
POST AT,
PRE -DRILLED
A l' D�. HOLE IS pR�-u*�L�u /m THREE 1^ DIAMETER HOLES '��pSUm �|nUm6-i|� uomrmvT' /mc. c` *m ISO uuu/ REGm/EREu
THE STRAP �1" ABOVE THE HOLDOWM. PREDRILLED IN TOP PLATES COMPANY. '
TYP LOCATION OF HO L NO ADDITIONAL HOLES ALLOWED.
1^ (MAX) D0` HOLE THROUGH (�0F
POST AT 21^ ABOVE THE HOLD0wW OR NOTE: _
AT CROSSHATCHED AREA 37" ABOVE | POST STIFFENING STRAP EXTENDS | �
THE nuuuo=m.
(TYPICAL EACH POST)
ONE CUT OUT IN THE OSB/PLYWD.
UP TO 4^ (MAX) SQUARE MAY BE
LOCATED WITHIN ONE OF THESE
ZONES
(1) - ^ DIA.
HOLE THROUGH CL
OF BLOCKING
`
�DI� HOLE THROUGH (�0F
12~ Aa(x/E THE BASE.
EACH POST) `
'
`
`
|INTERIOR STUDS WAY HAVE -�-
{N�ANY POSITION AT THE
CL 0F.THE STUD
�
POST AT,
37" AB
IN
POST AT
7.
OVE THE HOLDOWm.
y� HOLE IS PRE -DRILLED IN
2' INSTALLATION OF PRODUCT SHALL BE DONE �N STRICT
' �
CONFORMANCE TO THESE DRAWINGS AND THE STRONG _WALL!"
RAP 21" ABOVE THE H0LDOWN.
INSTALLATION GUIDE, T-SWGOi8E. MODIFICATIONS TO THIS
1^' (MAX) DI� HOLE THROUGH �0F
PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE
POST AT 21~ ABOVE THE HOLD0VVN-!aR
INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE
AT CROSSHATCHED AREA 37^ ABOVE
INSTALLATION GUIDE SHOULD ONLY BE WADE BY A QUALIFIED
THE HOLD0NN.
ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. THE PERFORMANCE
(TYPICAL EACH POST)
OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION
PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER.
. � . . .
REFER T� I.C.B.O. PFC-5485 FOR FURTHER INFORMATION.
3. THE CONTRACTOR SHALL VERIFY ALL DIWENS005, QUN0VUNS'
ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE
STRONG -WALL SYSTEM./IF ANY DISCREPANCIES ARE FDUND, THEY SHALL
BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT
ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION "PRIOR TO CONSTRUCTION. .
4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL IN
RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT
DRAWINGS.'
5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL
BUILDING OFFICIAL.
5` THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND OTHER
LOCAL,R �FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN
'
REQUIREMENTS WITH THE LOCAL BUILDING DEP�RT�ENT
,
7. THIS PRODUCT IS :PART OF THE OVERALL LATERAL FORCE RESISTING
�
OF THE. STRUCTURE. DESIGN OF THE BUILDINGS LATERAL FORCE, ,RESISTING�
SYSTEM, INCLUDING, A COMPLETE PATH NECESSARY TO.TRANSFER 'LATERAL /
FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RIESP0NS|B|LFTY'0F THE
D�. HOLE RUUQ OF
DESIGNER.
12"ABOYE THE EASE
,
EACH POST) �
� ` 8` COMPANY, INC. RESERVES THE RIJIGHT TO CHANGE.. �
EC!R[AJONS, DESIGNS AND MODELS WITHOUT NOTICEOR LIAB|LOY FOR .
�
SUCH CHANGES.
�~
8 ALL HARDWARE CALLED OUT IS 5|k�PSONSTRONG-T.E - `
. �
`
~
32" STANDARD..,OR RF WALL 4 48 STANDARD OR RF WALL NOTES
m ' �
�
00
m
�to
00
�)��
�
no
o
[]_
oco
o� 0
q)
N�= �
01-31-01
SCALE
NONE
CHECKED
SHEET
3i
SEE SHEET SW2 FOR STACKED REFER TO THE CURRENT SEE SHEET SW2 FOR STACKED REFER TO THE CURRENT SEE SHEET SW2 FOR STACKED SEE SHEET SW2 FOR STACKED
STRONG -WALL REQUIREMENTS. SIMPSON CONNECTOR CATALOG STRONG -WALL REQUIREMENTS. SIMPSON CONNECTOR CATALOG STRONG -WALL REQUIREMENTS. STRONG -WALL REQC}fREMENTS. "FRONT' or "SWHD-02k"
'FRONT" or "SWHD-02A" STAMPED ON '3 1/2>r
FOR SSTB INSTALLATION AND FOR SSTB INSTALLATION AND STAMPED ON PLATE WASHER
REBAR LENGTH REQUIREMENTS REBAR LENGTH REQUIREMENTS PLATE WASHER
FACE OF STRONG -
EMBED LINE WALL PANEL
EMBED LINE —
PRE -INSTALLED
PRE -INSTALLER HDQB ti0L00wN NUT AND t-I -
HflQ$ HOLDOWN _-` t { .- CL PLATE WASHER
I t I I I I I
PRE -INSTALLED SOS1/4"x6"
ONE #4 REBAR ; A A SCREWS
AS REQUIRED FOR SS78rr
5»
VIEW A -A VIEW A -A
o » NUT AND
� MiN. ALL THREAD RO
PLATE WASHER
NOTE: a s a. 4 n a 5" MAX. j
USE SST834 A,B. IF� 1 0' . a c A A COUZR7
COLD JOINT EXISTS t ° WITNESS HOLES
a
_ d i a 1' 1 f 4"- 1 1/2" RIM JOIST
AT SLAB AND a ° VISIBLE FOR INSP.
FOOTING INTERFACE.-____6_,__ __ -__ WITH FLOOR SHEATHING
a di. a . 4' ALL THREAD ROD
__ yM1 - - 3" MIN. SSTS28 ° . a a .. 4 REBAR AS SDSBEAR1/4xING;2 ING PLATE, FLOOR JOIST
5' MAX, d•.. REQUIRED FOR SST828 COUPLER NUT SCREW$ (DESIGN BY OTHERS)
a
a a CUTOUT SUBFLOOR RIM JOIST
a a _ NOTE: t- a t , WITNESS HOLES & BLOCKING 6
a - d•- --- t VISIBLE FOR INSP. TO ACCEPT PER DETAIL SIMPSON LTP4
4 1 EMBEDMENT INTO !_ ,
FOOTING REQUIRED WHERE __� i_ I ( (2) 3.5x6.5x3/8ALL THREAD FRAMING ANCHOR
SSTB28 a ! jjj _II I STEMWALL HEIGHT iS a a ! �� COUPLER NUT ROD
a 1 LESS THAN 24-7j$ INCHES. jj , a # I I SEARING PLATES (DESIGN BY OTHERS)11
a 1 a aT� ` `il
p ASORIM JOIST, MSTITCH NAILED 70 L
(( li i WITNESS HOLES '� #' RIM JOIST W/ 3 ROWS OF
r a - VISIBLE FOR INSP.
_ a ' , , MIN. 10d x 2 1/2 LONG AT 3" O.C.
a s �� + d! �' a 1 i (3) 2x4 (S(QUAS)SH X4 a a' HORIZONTAL
4 a °- I t i d �? ' a S LID BLOMCKiN OR SILL PLATE AND ANCHORAGE J
a d
a / DESIGN BY OTHERS
a G94a b i ice— i i 5j$ x 12" kB - aU { )
CONCRETE STEM WALL ° a . , ; !' 6� Wj 7" MINIMUM 4
4- STRONG -WALL POST
a CLR. d (DESIGN BY OTHERS) a aQ CONCRETE EMBED
(STUD SHOE REMOVED a 1E ° r a ,� °VI: CONCRETE STEM WALL
DESIGN BY OTHERS
j - MIN, ' a FOR CLARITY) Lr) e SSTB28. 1 • as I . 'SLOCKa -STOPS - a { )
3" CLR. a s a d SEf dp£TAIL a SS7628 ---•� t' d Q a
MIN, FOVNDATfON
d' HERE
e 1,
(DESIGN BY OTHERS) SEE DETAIL a d . a
T_ _x
SLAB ON GRADE 1 SSTB ANCHORAGE- {coNc, STEM WALL} 2 STANDARD WALL SILL RAISED FLOOR WAIL. S1ILL 4 RAISED FLOOR WALI.�._ SECTION 5
SSTB ANCHORAGE ()
ROOF FRAMING
(BY OTHERS)
A35 FRAMING ANCHOR.
(DESIGN BY OTHERS)
BL, TOP PLATES
MAX. 7/8" SHIM
—STRONG-WALL TOP PLATES
SDS1/4"x6" SCREWS
TOP PLATE COIF N E
C;TIOI� 7 8 9 10
5/8" DIA. SSTB28
MUDSILL A.B.
SSTB28 NOTE: NOTE:
ALL NECESSARY HARDWARE, FOR
REFER TO THE CURRENT SIMPSON IAI T PANEL INSTALLATION, IS
- 1" MAX, CONNECTOR CATALOG FOR PRE -ATTACHED OR PROVIDED. EXCEPT
TEMPLATE SELECTION CHART, FOR. TEMPLATE AND ANCHOR BOLTS.
a TOP OF
'` _»__-_-___-� CONCRETE
�f..-_____.._ ,__�� � 1. STRONG -WALL SHEARUUALL IS MANUFACTURED AND TRADEMARKED BY
' s $ - "SIMPSON STRONG -TIE COMPANY, INC.",
s -
-TEL {840}C999-15099 FAX: {925} g7 Q80UGBLlN, CA 94568
-�"�- "SIMPSON STRONG -TIE, COMPANY, INC.' IS AN ISO 9001 REGISTERED
i
I COMPANY.
SWT EXTERIOR TEMPLATE
SEE SHEET SEE SHEET
(FOR 2x FORM BOARDS) SWO FOR SWO FOR
RAISED FLOOR STANDARD ALLOWABLE
ALLOWABLE 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT
STRONG -WALL STRONG -WALL OPENINGS OPENINGS CONFORMANCE TO THESE DRAWINGS AND THE STRONG-WALLTM
INSTALLATION GUIDE, T-SWGUIDE. MODIFICATIONS TO THIS
PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE
�- - - - INSTALLATION METHODS SHOWN ON THESE DRAWING'S AND THE
t
4 i I INSTALLATION GUIDE SHOULD ONLY BE MADE 8Y A QUALIFIED,
ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. THE PERFORMANCE
L OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION
PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER.
I - .4d REFER TO LC. B.O. PFC-5485 FOR FURTHER INFORMATION.
I o
I d 5f8" DIA.
SLAB ON GRADE e MUDSILL A.B. SSTB28
SSTB28
° J 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS,
WOOD FLL0R ° ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE
STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL
3" BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT
m m ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION,
Ile,f m
SINGLE STORY STRONG —WALL � 1 4. THE CONTRACTOR SHALL VERIFY THE THE POSITION OF THE HW STRONG -WALL IN
TOP OF RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN.ON THE PROJECT
DRAWINGS.
EMBED LINE. AT CONCRETE
=_=_= -- ---- TOP OF CONCRETE
It till 11 It It it it u 11
5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL
if It If ItBUILDING OFFICIAL.
SWTI INTERIOR TEMPLATE
F
(FOR 2X4 ABOVE CONCRETE) 6. THE. BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST ADOPTED VERSION OF THE . UNIFORM BUILDING CODE AND ANY OTHER
LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN
2NU FLOOR RF
STRONG --WALL
5f8" DIA. SSTB28
SSTB28 MUDSILL A.B.
i
t
01
1ST'FLOOR RF
STRONG -WALL
TOP OF
1ST FLOOR STD.
CONCRETE
SWTPF TEMPLATE
`STRONG -WALL
(FOR PLYWOOD PANEL FORMS)
SEE SHEET S012 FOR STACKED
SLABQN GRADE
rnn c-r',nvcn:.d _,• 1 •, lea
STRONG -WALL ANCHOR BOLT
REQUIREMENTS,
.
STANDARD STRONG -WALL MODELS
MODEL
NO,
W (in)
ti (in)
T (in)
-NUMBER OF
MUDSILL
ANCHORS
HOLDOWN
ANCHOR
BOLTS
ASSEMBLED
WALL
WEIGHT
(ibs)
SW18x8
18
93 1/4"
3 1/2"
2-5/8"0
2-SST828
85
S`N24x8
24
93 1/4'
3 1/2
2-5/8"o
2-SST828
91
SW32x8
32
93 1/4"
3 1'/2:"
2-5/8'0 '
2-SSTB28.
116
SW448x8
48
93 1/4".:
3 1/2
3-5/8"0
2-SSTB28
149
SWIBx9
18
105 1/41'
3 1/2
2-5/8"0
2-SST828
94
SW24x9
24
105 1/4"
3 1/2
2-5/8"0
2-SSTB28
101
SW32x9
32
105 ;Y4'•
3 1/2
2-5/8'0
2-SSTB28
128
SW48x9
48
105,4/4"
3 1/2
3-5/8.0
2-SST828
165
SW24x10
24
117 1`/4'
3 1/2
2-5/8"0
2-SSfB28
111
$W32x1O
32
117 '1/4'
3 1/2
2-5/8"o
2-SST828
134
SW48xi0
48
117 .1/4"
3 1/2
3-5/8"o
2-SST828
171
SW24x12x6
24
141 1,/4"
5 1/2
2-5/8"o
2-SSTB28
167
SW32x12x6
32
141,1/4"
5 1/2
2-5/8"0
2-SST828
201
3W48x12x6
48
141 1/4"
1 5 1/2
3-5/8'0
2-SST828
256
RAISED FLOOR STRONG -WALL MODELS
MODEL
SET UP
INH
(in)
(in)
T
(in)
NUMBER OF
FASTENERS IN
BOTTOM OF WALL
NUMBEROFHOLDOWN
FASTENERS, IN
TOP OF WALL
ANCHOR
BOLTS
MAX. WALK.
WEIGHT
(Ibs),
SW18x8-RF
18
93 1/4"
3 1/2
13-SDS 1/4x6.
9-SDS t/4x6
2-SSTB28
85 .
SW24x8-RF
24
93 1/4'
'3 1/2
16-SDS 1/4x6,
12-SDS 1/4x6'
2-SST828
91
SW32x8-RF
32
93 1/4"
3 1/2
20-SDS 1/4x$
16-SDS 1/4x6
2-SSTB28
'. 116
'SW48x8-RF
48
93 1/4"
3 1/2
28-SDS 1/4x6
24-SDS 1/4x6
2-SST B..
14.9
,SW18x9-RF
18
105 1/4"
3 1/2,
13-SDS 1/06.1
9-SDS 1/4x6
2-SST,
94
SVd24x9 RF
24
105 1/4"
3 1j2
16-SDS 114X6
12-SDS 1/4x6
2—SS"
101
SW32x9-RF
32
105 1/4"
3 1/2
20-SDS 1/4x6'
16-SDS 1/4x6
2-SST828
128
.SW48x9-RF
48
105 1/4"
3 1/2
28-SDS 1/4x6
24-SDS i/4x6
2-SST`B28
165
$W24x10-RF
24
117 1j4'
3 1/2
16-SDS 1/4x6
12--SDS 1/4x6
2-SSTB28
111
SW32x10-RF
32
117 1/4'
3 1/2
20-SDS 1/4x6
16-SDS 1/4x6
2-SSTB28
134
$W48x1O-RF
48
117 1/4"
3 1/2
28-SDS 1/4x6
24-SD S 1/4x6
2-SSTB28
1 171
REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT.
7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM
OF THE STRUCTURE, DESIGN OF 'THE BUILDING'S LATERAL FORCE RESISTING
SYSTEM, INCLUDING A COMPLETE.'L:OAD PATH NECESSARY TO TRANSFER - LATERAL
FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE
DESIGNER.
8. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO. CHANGE
SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR
SUCH CHANGES.
9. ALL HARDWARE CALLED 'OUT IS SIMPSON STRONG -TIE.
IL
JGG J!-iCGr J4VG tviJAnvr, t_Wuu- rl__uu�
STRONG-lhfALL REQUIREMENTS. ---`
.STACKED STRONG —WALL WAL 12 STRONG —WALL TEMPLATES SINGLE STORY" STANDARD & RAISED FLOOR WALL SPECIFICATIOI�IS 14 NO � 5
O
T/]
r*1
Q
z
00
0)a
co
co
. ,^.
.�
co N
> Lo
..
LJ
L_ _j
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Ld d CO
0
cNq
_
Y
�
• �
2
i
w
/ NAME S.H. . '%
DATE 01/31/01
11 SC M1
NO SCALE
CHECKED
R,A, , J,G,
SHEET
swi
OF 11 SHEETS
JOB NO.
NOTE: USE 3/8 PLYWOOD/OSS SHIM UNDER FULL LENGTH GARAGE HEADER
EMBED LINE REFER TO CURRENT SIMPSON CONNECTOR NOTE: -1/8 GLB (DESIGN BY OTHERS)
CATALOG FOR SSTB INSTALLATION AND STRAP WHEN HEADER IS 3 3/8 SHIM AT 3 1/&! GLB
REBAR LENGTH REQUIREMENTS. AT HEADER, FIELD NAIL THRU SHEATHING AND LOAD PATH DESIGN AND 1/2- SHIM IS PROVIDED WITH MINIMUM SIZE SHALL BE: SEE DET. 4
WALL, BUT IS NOT REQUIRED 4" 4!' x 12 DFL
PRE-iNSTALLED METAL STRIP WITH 10d COMMON NAILS OR 16d DETAILS ABOVE HEADER TO 4
55' m
HDQ8 HOEDOWN NUT AND SINKERS AT LOCATIONS MARKED BY PAINTED DOTS BE PROVIDED BY OTHERS 3 1/8 X 12 GLB
PLATE WASHER ALTERN E
iCBO ES PFC-5485 SECTION 252.5
t 1— 10 STRAP -SEE DET.
TOP OF PANEL GARAGE PORTAL HEADER BEAMS
4" A� - 'i ,
"FRONT" or "SWHD-02A"
STAMPED ON
I I uj SHEATHING TO HEADER
A PLATE WASHER
31, MIN. ALL THREAD ROD SEE DET, T-T 5" MAX.
z
EMBED STRAPl
SSTB28 4 CL FIELD NAIL 10go STRAP
COUPLER NUT
A— _j
4 REBAR 0 0 0 0 0 HEADER TO POST & HEADER TOP PLATES OF STRONG -WALL
AS REQUIRED F WITH (10) 1 Od COMMON
4 . A \ 1— - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -
FOR SST8WITNESS HOLES NAILS OR (10) 16d SINKER
LE FOR/ a NOTE:
4, INSPECTION 0 NAILS At TOP AND BOTTOM
YI-Ek _A -A 0 HEADER (BY OTHERS) POSITION HEADER FLUSH OF EACH STRAP.
n h1r, WALL
(3
FOUNDATION
(DESIGN BY OTHERS)
GARAGE HEADER ROUGH OPENING HEIGHT
MODEL
CURB
W/O SHIM*
WITH SHIM*
SW I 6X.7x4
_H
6-
7' 0"
7'-0 1/2"
SW22x7x4
-
SWl6x7x6
SW22x7x6
1/2"
SW15x8x4
6"
8'-0"
8'-0 1/2"
SW22x8x4
I
7
81-11,
8'-1 1/2"
SW16X8X6
SW22x8x6
1/2" SHIM PROVIDED
WITH WALL
m�111FMVIN_)l STRONG-
SCS1/4 x6 SCREWS
SHEATHING.
-PANEL SHEATHING
44'
5/8" x 12" AB
SDS 1/4" X 6" SCREWS --
W/ 7" MIN, CONCRETE
EMBEDMENT
4 1-
4
.1
BEARING PLATE W/
SD S 1/4 x 2 1/2"
PERIMETER METAL U-CHANNEL
4
SCREWS PROVIDED
t
WITH WALL.
4"
SST8 PER DETAIL
TOP OF WALL CONNECTION 4 4. PORTAL WALL SECTION
SSTB ANCHORAGE PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3
DRAG TIE ACROSS BEAM SPLICE
FULL LENGTH GARAGE HEADER tBEAM SPLICE (DESIGN BY OTHERS)
SHEATHING
(DESIGN BY OTHERS) MIN. HEADER z>r-r- ur-IJAIL OR 1' MAXIMUM DIAMErER HOLE IN FRAMING
MINIMUM SIZE SHALL BE: MEUSERS, ONLY ONE HOLE PER MEMBER.
SINGLE PORTAL SYSTEM----,----,.
6x12 DFL _DOUBLE PORTAL SYSTEM
5 1/8 x 12 GLB f
ALTERNATE HEADERS ALLOWED SEE
ICBO ES PFC-5485 SECTION 2,2.5
Ty LOCATIOU OF HOLE
GARAGE PORTAL HEADER BEAMS
10 go, STRAP -SEE DET, LSTA STRAP (MIN.)
"I /-5-'\ LSTA STRAP (MIN.) 7/8- (MAX) DIA. HOLE
AT BEAM TO POST MIN. HEADER SEE DETAII_k�oOR ONLY ONE HOLE IN
AT BEAM TO POST
\V SHEATHING
SHEATHING TO HEADER 8' MIN. 16' 4" MAX. HEA%R SUPPORT POST
8' MIN. 16' 4" MAX.— (DESI N UY OTHERS)
SEE DET. (:�)
(3)-LTP4 AT SUPPORT
POST TO STRONG -WALL, 16' 4" MAX. 1" (MAX) DIA.
POST HOLE THROUGH CL
TOP PLATES OF STRONG -WALL k OF BLOCKING
X THD10
HEADER SUPPORT POST BLDOWN (MIN.)
(DESIGN BY OTHERS)
H
x CURB
SDS1/4"x6" SCREWS
COLUMN BASE
(DESIGN BY OTHERS)�
COLUMN
(DESIGN B"YAS6THERS) i.
e
5 3/4�
1" (MAX) DIA, THROUGH
OF POST. ONLY 1 HOLE PER
POST IN CROSS HATCHED AREA
(TYPICAL EACH POST)
4 -
DOUBLE PORTAL
ASSEMBLY
F7
SINGLE PORTAL ASSEMBLY
8
16 22 PORTAL WALL OPENINGS
9
6
WALL SECTION
5 75 PORTALS.INGLE
NOTE1
5/8" DIA,
ALL NECESSARY HARDWARE, FOR
MUDSILL A.B. SSTB28
SSTB28 NOTE:
SIMPSON
PANEL INSTALLATION, IS
PRE -ATTACHED OR PROVIDED, EXCEPT m IT
REFER TO THE CURRENT
FOR TEMPLATE AND ANCHOR BOLTS. _vN
—ill MAX. CONNECTOR CATALOG FOR
TEMPLATE SELECTION CHART,
TOP OF
CONCRETE
1. STRONG -WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY
"SIMPSON STRONG -TIE COMPANY, INC.",
HOME OFFICE: 4120 DUBLIN BLVD., #400 DUBL[N, CA 94568
TEL: (800) 999-5099, FAX: (925) 875 -0826
SWT EXTERIOR TEMPLATE
I
"SIMPSON STRONG -TIE COMPANY,INC." IS AN ISO 9001 REGISTERED
(FOR 2x FORM BOARDS)
COMPANY.
FULL LENGTH GARAGE HEADER
PER DETAILS 5 & 6
2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT. CONFORMANCE
TO THESE DRAWINGS AND THE STRONG -WALt2- INSTALLATION GUIDE, T-SWGUIDE.
REQUIRED MOISTURE ET
SEE SH
MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES
CONTENT IS 197. OR LESS SWO FOR
IN THE INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE
AT TIME OF INSTALLATION ALLOWABLE
INSTALLATION GUIDE SHOULD ONLY BE MADE BY QUALIFIED ARCHITECT,
CD OPENINGS
CIVIL, OR STRUCTURAL ENGINEER, THE PERFORMANCE OF SUCH MODIFIED
PRODUCTS OR ALTERED INSTALLATION PROCEDURES IS THE SOLE
w
RESPONSIBILITY OF THE DESIGNER. REFER TO LC.B.O. PFC-5485
5/8" DIA. FOR FURTHER INFORMATION.
MUDSILL A.B. SSTB28
o SSTB28
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS,
GARAGE HEADER ROUGH OPENING HEIGHT
MODEL
H CURB I
W/O SHIM*_
WITH SHIM*
SWI 6x7x4
6-
7'- . 0"
7'-0 1/2"
SW22x7x4
SW1 6x7x6
SW22x7x6
7"
7'--1"
7'-1 1/2"
sw16x8x4
61,
81 _011
8,-0 1/2"
SW22x8x4-
S W16x8x6
F _�T
81 -ill
8'-1 1/2"'
SW22x8x6
ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR
THE STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY
SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT,
Lu
r')
PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR
TO CONSTRUCTION.
Lu
4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL
IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON
THE PROJECT DRAWINGS.
s USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL
(FOR 2x4 ABOVE CONCRETE)
1/2" SHIM PROVIDED WITH WALL
BUILDING OFFICIAL.
• N I
6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE
-it • It 11
WITH THE LATEST ADOPTED VERSION, OF THE UNIFORM BUILDING CODE
5/8" DIA.
._V :u
AND ANY OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS THAT
SSTB28 MUDSILL A.B. SSTB28
4� d.
MAY APPLY, VERIFY DESIGN REQUIREMENTS WITH THE LOCAL
'4
BUILDING DEPARTMENT.
CONCRETE DESIGNas 4,,
7. THIS PRODUCT IS PART OF THE.OVERALL LATERAL FORCE RESISTING
'S
4
BY OTHERS
SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING LATERAL
CD
FORCE RESISTING SYSTEM, INCLUDING,,,A COMPLETE LOAD PATH
NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO
GARAGE PORTAL WALL TABLE ,
MODEL
SET UP
w (in)
H (J,)T
(in)
�
NUMBEROF
FASTENERS. IN
TOP OF MALL,
NUMBER OF
MUDSILL
ANCHOR
BOLTS
NUMBER OF ,
HOLDOWN'
ANCHOR
BOLTS,,
ASSEMBLED
'WALL WT.
, (Ibs)
SW16x7x4
16
78 1
4
8—SDS 1/4-6
2-5/8"0
2—SST" 28
90
sw16x7x6
16
78
5.75
1 8—SDS ,1/4x6
2-5/8"0
2—S$f,1528'
112
SW16x8x4
16
90
4
8—SDS 1/4x6
2-5/8"0
2—SS%"28
95
SW16x8x6
16
90
5,75
8-SDS 1/4X6
2-5/8"0
2—SSTB28
120
SW22x7x4
22
78
4
10—SDS 1/4x6
2-5/5"o
2—SSTB28
95
SW22x7x6
22
78
5,75
10—SDS 1/4x6
2-5/8"0
2—SSTB28
117
SW22x8x4
22
90
4
10—SDS 1/4x6
2-5/80
2—SSTB28
105
SW22x8x6
22
90J
.5 75
10—SIDS 1/4x6
2— /8"0
2—SSTB28
130
THE GROUND, IS THE RESPONSIBILITY 'Ul IHE DESIGNER.
8. SIMPSON STRONG'TIE COMPANY, INC, RESERVES THE RIGHT TO'
CHANGE SPECIFICATIONS.'. DESIGNS AND -MODELS WITHOUT NOTICE OR
LIABILITY FOR SUCH CHANCES.
9. ALL HAR ARE r)irr__j,:z cziwp,:,,nNi qjaQLIC2-TIF,
O
co
N
fz�
z
0
I;
NAME I S.H.
DATE
SCALE
NO SCALE
CHECKED
R,A, J,G,
SHEET
swp
OF 1-1 SHEETS
JOB, NO.