Plans L: iii∎I5 &
O I Cbt,
VAN VLEET � `� �
Incorporated OFFICE COPY S 3 '
: . :<
`fie \ "Ll
principals � Y� '
Chris c. van vleet. p.e. �� f..
'ems. garg j. 'ems. p.e.
T a n z Deck
Tigard, Oregon
Approved plans
shall be on job site.
This permit does not authorize the violation a * !�
i�: hts of holders of private easements. The 1 1 ,- J111
plicant is urged to contact any such parties a �� An/ i +4,
secure shier approval before commencing wo • . I0R,GON
cl
-5 'oz ! 26,\ ,05(
C. W>Sa
LIABILITY - tp'> s: 6.39 -6t9 1
The City of Tigard and its
employees shall not be
responsible for discrepancies
which may appear herein. April 25, 2006
Final inspection approval is
required prior to occupancy.
Contents:
Structural Calculations 1— 8 •
Structural Drawings .S1- S12
Structural Notes SP1— SP2
CITY OF TIGARD
Approved
Conditionally Approved
For on the work asdescri edin: ( ): Consulting engineers
PERMITNO...11(1Sr ( -0c-)1 3C) 18660 s.w. boones ferry road
See Letter to: Follow tualatin. Oregon 97062
Attach�� �, f • ( ) [503] 885.8605 phone
Job Addr s S VD •kS , S T [503) 885.1206 fax
By: __ _`......._ fl . r . , l
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4
NOTES: ��� \ 'c1" �'�� :1:1
I.) ALL METALS (SCREWS, NAILS, BOLTS, H .¢ t C. )�� 2 ~ �� IN CONTACT WITH PRESSURE TREATED t _ BE C,
HOT DIP GALVANIZED OR STAINLESS`
2.) CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS ( EXPIRES 6 - 30 - 06 I
SHOWN. NOTIFIY ENGINEER OF ANY DISCREPANCIES.
/3 �i , • • il - 2 X 4 FLAT DIAGONAL i n k
BRACING BELOW -SEE
Ur
NW
SIMPSON "HUG" HGR. - cos AT4XI0 0 _
P.T.2X8ATI6 "O.C. X \ X
SEE ®FOR ® L \ - O. P.T. 4 X 4 POST ABOVE
FOOTING CONN. ` I TO RIDGE BEAM
IN SIMPSON "15C40" BASE
BELOW (2 LOCATIONS) *\ . - • 6 k
(o X b �'PO P.T. # i 10 p OsT D, - 4ti
KNEE BRAG Ank
Ark BELOW -SEE W
ob DECK FRAMING PLAN
1/8" c 1
Mr
LEWIS & VAN VLEET INC. TANZ DECK 0,4/26/06
1 tit CONSULTI ENGINEERS TIGARD 06089
18880 ew b oon ee y roo
OREGON
503 tin oregon 97062 phone
5033 885.1206 fax DECK FRAMING PLAN S1
SKEET NO
1 \06089 \S- 2.dwg, 4/26/2006 2:35:13 PM
NOTES: fr
I.) ALL METALS (SCREWS, NAILS, BOLTS, HANGERS, ETC.)
IN CONTACT WITH PRESSURE TREATED WOOD TO BE G • 0, .
HOT DIP GALVANIZED OR STAINLESS STEEL.
1 •Q ‘ f- 26 , �<,,
2.) CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS is C. v M ■N'
SHOWN. NOTIFIY ENGINEER OF ANY DISCREPANCIES.
I EXPIRES 6 - 30 - 06 I
/
/ 4111... ". • . :-
I, 4 X 4 POST DOWN
�� i �' TO EXIST. WALL
, BELOW
•47,,� `� ° % � Il (1S
Al rk STRAP ROOF BACK
� RR TO HOUSE EACH END
WITH SIMPSON "LSTA36" -SEE la
. ' — .� VP
SIMPSON "LSU" HANGERS 2 X 6 RAFTERS
AT RIDGE A A . A AT 24" O.C.
_ I. - ROOF SHEATHING TO BE 19/32"
® w APA RATED PLYWOOD, MIN.
PANEL INDEX 32/16. NAIL
ON . - US SHEATHING WITH 8c1 NAILS AT
- - 6" O.C. ALL SUPPORTED PANEL
6 X 6 POST EDGES AND Sd AT 12" O.C. FIELD
BELOW
0 6 X 6 POST
BELOW
4 X 4 POST BELOW SIMPSON "PC" POST
CAPS - TYPICAL
ROOF FRAMING PLAN
I /8" = I'-0"
Ling LEWIS & VAN VLEET INC. TANZ DECK 014/26/06
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18860 aw b f ey roa OREGON
503 88.5.8605 phone
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BEAM ABOVE
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All
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SIMPSON non
HANGERS 2X DIAGONAL BRACE
X BEAM WITH I2d EACH JOIST
6
PER AN AND (2) I2d EACH END
FRAMING DETAIL-
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LEWIS Sc VAN VLEET INC. TANZ DECK 04/26/06
1 la CONSULTING ENGINEERS TIGARD 06089
18660 ew boonee ferry road OREGON
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503; 885.1206 FRAMING DETAIL S3
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NEW P.T. 2X 7OIST
EXIST. FLOOR
PER PLAN
FRAMING
SIMPSON "LU"
HANGERS CUT BACK EXIST. 7OI5TS
NEW 2 X 8 P.T. LEDGER TO FACE OF WALL AND
WITH (2) 3/8" DIA. X a° LAGS COVER WITH 1/2" CDX
AT 8" O.C. TO BLOCKING
111 PLYWOOD
1 FRAMING DETAIL.
54
QI REVISED 21 TUNE, 2006
LEWIS & VAN VLEET INC. TANZ DECK 24/26/06
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18600 (xi boons foni rood OREGON
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6X BEAM PER PLAN
CORNER PER
v
110 MIMI
0
6 X 6 POST FULL SEE Q FOR
HT. TO ROOF KNEE BRACE
(NO SPLICES)
FRAMING DETAIL
LEWIS & VAN VLEET INC. TANZ DECK 04 /26/06
CONSULTING ENGINEERS TIGARD 06089
18660 ew boons 9 road OREGON �`
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AROUND POST AND NAIL EQUALLY
TO BEAM EACH SIDE
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SIMPSON "HUC"
HANGER
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WITH WASHER
1 FRAMING DETAIL
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AT 4X SEAM (6) 12d
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FIT 2 X 8'S TIGHT WITH (2) 12d EA.
TO BEAM 70IST
FRAMING DETAIL
LEWIS & VAN VLEET INC. TANZ DECK 0/26/06
11141 CONSULTING ENGINEERS 71GARO 06089
158 0 ar boon 9 ' OREGON _
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16d TOENAIL AT �
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POST PER PLAN
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LEWIS & VAN VLEET INC. TANZ DECK 04/26/06
CONSULTING ENGINEERS TIGARD 06089
18660 ew Doon 97err road OREGON
503 X 885 one
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LEWIS Sc VAN VLEET INC. TANZ DECK 04/26/06
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18860 ew b oon os ferr�r roa OREGON
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5035 885.1206 FRAMING DETAIL S10
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PER PLAN
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BELOW EXISTING
SHEATHING AT NEW
STRAP •
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FRAMING II PLAN
it
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11 ii EACH SIDE OF NEW BEAM
DOUBLE STUD BELOW
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LEWIS & VAN VLEET INC. TANZ DECK 04 /26/06
CONSULTING ENGINEERS TIGARD 06089
18880 ow obbogoonn 9 road OREGON
503 885.8805
(503; phone 885.1206 FRAMING DETAIL S11 SKr “0
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SIMPSON "CBSQ" POST BASE
CONCRETE FOOTING
WITH (4) #4 VERTICAL — •
#3 TIES I F
• (2)AT3 " O.C.TOP,
BALANCE AT 12" O.C. MAX.
° ® I
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= 11 III=
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18860 ew b G ferry roa OREGON
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