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h CITY OF TIGARD - SITE PLAN REVIEW iii‘
/fill BUILDING PERMIT NO.:6(.4 a np(n — DY) ail/7i
PLANNING DIVISION: '1-
F /f ' - -1 r i)' Required Setba ks: �] Approved ❑ Not Approved
lL - g-X.Jt`i.K y , Side: Street Side: .
From. _.(il_ Ga ge: . A Rear: .L..,,,.._ d
�? S /-f pdSC V isua! Clearance: A proved 0 Not Approved
Maximum Building Height feet
9 s~ CWS Service Provider Letter Required: Crites ❑ No
i ❑ eceived
a' r ' B� : dr Da te: ff /g /
ENGINEERIN DEPARTMENT: Vi /7' 1= #NSF Pw�s °� Actual Slope:,% ®Approved ❑Not App roved
Pcdio h' P�+lo Site Pla,��. / )2:1 Approved ❑ /Not pproved
��- //60-..i ,. R.. 0.1 ad-q" B y : / Date: l o .t.
Notes:
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u0 a . Address shall be p osted Approved plans
and visible from street• shall be on job site.
CITY OF TIGARD
L IABILITY Approved (A
Conditionally Approved • ( ):
The City of Tigard and its For only the wwrk as described in:
• employees shall not be PERMIT NO. iS p 1ao() - Oc/x N H
responsible for discrepancies See Letter to: Follow ( ):
Attach ( /:
which may appear herein. Job Address: 4.?Q�—
B tA.4 Date: 6-•2-1'+�6
s
RECE
JUN 2006
CITY Of I Jrztsi,
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COLUMNS ON OTHER PANEL E c 5 MO Af V% I C/ C At PECK PERIMETER, I u�
51nEWALS FOR GADLE 12" C/ C N 1FE FIELD .. @ 6 "C/ C Af ALL OTHER
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PECKS OVER 8' RECUT Z N
UIRE �'ECIAL SEE TABLES 3 OR 3A SHEET 2 set TADLES 3 OR 3A 5HEE12 SHALL DE A MINIMUM OF 8" Ma REAM 2 f0 DE W r V
ENGINEERING REVIEW FOR ALLOWABLE DEAN 5PAN5 FOR ALLOWABLE REAM SPANS ANTI % LL EXTEND DELOW 1HE x POSITIONED
Nom FROST LINE OF fit LOCALITY (iW) . P05f . nIRECiI Y IXJnER
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POSt SUPPORT.
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P0513:
cv PO51 > DEFINITION OF 1RIDUfARY WV W t2Th FOR REAMS FOR USE 1M1H fAT3LE5 3 NT LOAF- DEARING COLUMNS
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I t TRIDUfAKY LOA WIDTH -< A + D) / 2
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fADLLATEP VALLES DA..P ON TINDER WiTH A SPECIFIC GRAVITY - 0.55 OVER 4' IN 1-EIG11 PER THE DETAILS 510WN ON 5-EET
56E LADLE 2 SHEEP 2 FOR SEE TABLE 2 `-EET 2 FOR TRIDUfARY LOAD WIDTH -(A + D) / 2 LADLE INCLUPE5 A MAO LOAN - If 3. PECK5 OVER 8' N HEIG-ti' REQUIRE SPECIAL SCALE: NONE
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I 2XI2 20' 0" 17' S" 14' 4" 17' 0" 14' 9" ' II' 6" 4X12 14' 1 15' 1 II' 1 10' 9' 9 8' 8' 4X12 113' II' ; 10' 9' 9' 8' 7' 7' 7' , 4X12 12' II' 10' 9' 8' 8' 7' 7' 6' Q
IX 2X6 18' 10" ! 8' 0" ,1' 0" 7' 9" 7' 0" I 5' II" M I Q
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REPWOOn, — •
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SPECES SPECIES i
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(Ff) C Ff) 1 tL O
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10 II 12 13 M 15 16 i 17 18 '10. II 12 13 ! I 15 16 1 17 18 ; CPSF) 500 1000 ' 1500 12000 2 500 5000 �000 J m
10 ( 1290 1375 1500: 1625 1750 1 1875 2000 2125 ! 2250 10 1750 ° - ' 2100 2 [ 2450 , 2625 i 2800 j 2975 1 3150 i 1 10" PIA 14" PIA 17" PIA 120 PIA 22" PIA 124 PIA 125" PIA 28" PIA a n a g
1 I 1 000 9" 5a, 12" scp, ; 15" 544 17" Squ ' 19" 5ciu.. 21" 5qu, ;25" 54.4124" 5qu ' _
I I 1375 1512 1650 1785 1925 ; , : 2063 2200 ; 2358 ' 2475 11 1925 2118 503 ; 2695 2886 3080 5273 3465 J v
1500 I65o 1800 1950 2250 2400 i 2550 2700 O 12 2100 4 2310 ' 0 ; 1 2940 51 50 5560 5570 5780 10 PIA 12 PIA 14 PIA 11414 PIA 18 PIA 20 " 5ciu , I6" 544 ! 17" Sa, i 1 Zp" 5 54u , Q Z z Z {� Z Q
:
1 9" 5,24 10" Squ ;12" 5q,
13 1625 1787 1950 ; 2115 2715 ; 2457 2600 2763 2925 15 ; 2275 25' 2750 2958 I 3. 5415 3640 5868 ! 4095 10" PIA 10" PIA 12" PIA 14" PIA 1 I6" PIA :17" PIA 118" PIA ;20' PIA y Z W
-- i 2000 ; 9' 5a, 9" 5q, II" 5qu 12" 5q,, 114" so„ 15" 5qu 116" 5qu 17" 544 Z Z I
14 c 1750 1925 2100 ' 2275 2 ; 2625 2800 , 2975 5150 14 2450 2695 2940: 5185 E 3430 5920 1 41 1 4 : + PRp ,r,� :.00 10" PIA'lo` I71A II" PIA 13' PIA :14" PIA 15" PIA I6" PIA 17" PIA J W
. 1 I5 I6 ; 2000 2200 2400 1875 2062 2250 2600 2800 5000 5200E 5400 ; 5600 I6 2800 5080 1 5560 .640 5920 , 4200 44:. • • 476 • • 2458 2625 ! 2812 3000 ! 3188 1 5575 : 15 .. 2888 5150 5415 1 3675. 5958 X 462 00 1 4 ' A J , , EF S, 1 9 " 5q,, 9" 5q, 110" 5q,. ' 11" 5q,. 112" 5q, 114" 5,44 i 15" 5q, ' I5" 5qu . 2 a
I ' ' , c a � 10" PIA 10" PIA 110" " " GIA ' 14" PIA 115" PIA ' I6" OIA D a '
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. - 17 E 2125 2337 i 2550 ' 2765 2800 5000 5200 1 5612 1 5825 1 17 2979 5 557 ; 5640 5920 ; 4200 4760 ! 50 555 ; r , k 4 ` 10” 171A ;1O” GIA 10" PIA ;10" 9IA ; II" PIA ;12" PIA :15" PIA ;14" PIA
18 2125 2357.5 2590: 2765 1 2800 5000 5200 1 3825 4050 18 5190 5465 1 5570 3640 ; 5920 ! 4200 9040 j 53 5670 1 ` ! 9' Sa, 9" 9" 5 9"
• Sq, q,. 5q,. 10 Sq,: II 5a. 12 Sau, 12 Squ.
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Nom [ mod/ ( 101E:ar DATE: JAN 2004
'' fARLE4 ANP AA SNOWS AA . LOAFS FOR 6'051 IIAS PEfAILEP IN PLAN I. PL AN 2 ANP PLAN 5 :NcEfl 1 , < �.. -, .
FOR AEI, PLAN 1 I CONFIGUP.Af0N5 ANP PLAN 2 ANP PLAN 3 CONFIGURA110N5 WNEPE PANEL SPAN A ANP 13 APE EQUAL " I*!1 ►. - SCALE: NONE
AXIAL. L0AI75 ON OSf 2 - fA8ULATEP VALUES PIVIGEW 13Y TWO ti1,g RrrN J . r _ • < DRAWN BV: MJO
AXIAL LOADS ON '05f 51- fALLLATEP VALI.E5 DIVIDED PY FOI.IP. DRO NO. C-2
fAL3L FOES Nof INCLUDE ENC 05URE CO.IJMN LOADS, THESE CAN RE O13fAJNEP FROM il•E ENGINEERING PACKAGE FOR TIE ROOM
1p(PIRATION DATE. :s 2oFa
J
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CIWAPION PATIO ENCLOSURE CHAMPION PATIO EN
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PER LOCAL / PIME510NAL LUM(3ER PO51 PROVII7EI7
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COPE J nIRECUr' 31 EOW PAW ROOM LOA17 f3EHIZING nIREQ '' DI EOW PAT10 ROOM LOAl2 REARING 'I'�IPE DL OCKING OETWEEN nI CLfY MEOW PA110 ROOM LOAD f�EAI?ING
fit FRO5f LINE OF eT V
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CWUMN5 fit FROST LINE Of COLUMNS DIAMETER T OUGH DafS CWUMNS 11 E LOCALITY . Z
4X4 MIN FOR PECKS U P 1 O 5 ' IN !flair TIE LOCALITY, SEE 4X4 MIN FOR PECK5 WTO 5 ' IN WICK 4X4 MIN FOR DECK5 1Ff0 5' IN HEIGHf W r (o)
4X6 MN Foe DECKS UPfo 8' IN I•EIGHf fA3LE 2 SHEEP I FOR 4X6 MN FOR DECKS L PfO 8' IN FEIGHtf 4X6 ,MIN FOR PECKS LPfO 8' IN I-EIGHf
® K -13 ING �LVATION Foo oe e 3 X -[3 ACING ELEVATION ® KNEE pr ACING DETAIL
PECK SUPPORT AREA I/ 2" DIAMETER TFOLIGN
POSE 4X6 MIN 3EAM SIZED PER fA3LE 3 OR 5A EEf 2 REAM 51ZED PER fAr3LE 3 Oe 3A
.i' / /I I 4t0 60 f6 �'
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L �- / �� REAM I W L Vv1TH DE Aff E 2 D < * , _
BE 5r SHALL I1H DE AtfACHEP MGF f0 , f0 POSE A MIN OF f0 YV A IN Z ' Y 'Y L AG ACCOMODATE 5 CW 5 CARING DRt'LE f0 IWnER51DE ` ,�I / - I/ 2" DIAMETER THROUGHI I/ DIAMETER THROUGH 6 P05OCHD fo ; Dars n 2x6 ArrALHEP ro NorCN 4x4 DRACE 4X4 FAIN
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P05T TO PAM CONNECTION I2 TAILI ®P05T TO C?EAM CONNECTION Pt 2 ® Kk EKING DETAIL OPTON I 8 KM 13 ING 13 fAll. OP110N 2 Q Z 72.. - W • �
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0 / DATE: JAN 2004
SCALE: NONE
Am P05f TO BEAM CONNECTION ® ENI2 1 TO IXAM CONNECTION CETAIL '(TO FO (0NN ® POST TO FOOTING CONNECTION e J0151 TO HEACEP/ I.�C1l.4r ® NAILING PATTEI?N POp NAIL
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3 OF 4
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WALL L OF ____.\ GENERAL NOTES AND SPECIFICATIONS el M '
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PROVIDE FILL DEP1N
X1511NG DOCKING BETWEEN 121515 Ef t �n PER fAf�I E 2
5112UCTL OVER SLPPORf 11E DESIGN OF 1I-E DIMENSIONAL LUMBER MEMPERS AND CONNECTIONS HAVE PEEN n n
r1. l'''. . y P A. PERFORMED IN ACCORDANCE WITH i-E REQUIREMENTS OF 1 L D
•
-E 1997 NA11O ESIGN a- a-
• 4 SPECIFICATION FOR WOW CONSTRUCTION. I0 M
P, A MAXIMUM DESIGN HORIZONTAL Mr LOAD Of 50PS WA5 USED IN 11-E DESIGN OF THE DECK
• CONNECTIONS, g
BAND POARI7 C. THE TERM "PATIO ROOM" IN 11-E5E DRAWINGS REFERS SOLELY f0 LIGHT GAUGE ALUMINUM
..1015f 511N 1.8E AfTAQE0 fO TI E ' �� FRAME SiRIER11ZE5 MANIEACi11RED 13Y Q-1AMPION ENCLOSURE SUTLERS. SUTLERS. 1-ESE DRAIMNGS ARE Z L 16
OF EXISTING AMR WITH A JO151 HANGER PM * ONLY VALID IM-EN 11-E PA110 ROOMS ARE CONSTRUCiW N ACCORDANCE WIN 1W CHAMPION
51RUCTI.J DEfM.12/ C-3, J015f 1 VVJGER WC'
NCL0U5RE SUPPLIERS PATIO ROOM ENGINEERING.
%OWiN N 1115 PETAL FOR Q-ARI1V
MATERIALS .J 3 Tt N
4 2X J0151 SIZED PER fADLE A '
TIP I, DIMEN5IONAL LUMBER Q. Z
A, DIMENSIONAL LUMBER SHALL PE DOUGLAS FIR, SOUTHERN PINE, HEM -FIR, SPF, PONDEROSA 0 Q
PINE, REDW0017 OR WESTERN CEDAR, ALL DIMENSIONAL LUMBER SHALL FE GRADE #2 H d
HAVE A MINIMUM, W
P. DIMENSIONAL LIPPER MALL PE TREATED FOR PREVENTION OF DECAY A5 REQUI DY THE
CONi1NU0U5 2X LEDGER ATTACHED f0 THE EXISTING I a a
WALL OF EXISTING 'S?RLICTURE WITH 1'E I/ 2" DIAMETER LAG SCREWS OR GOVERNING CODE OF 11-E LOCALITY. Q I Z
STRUC1LiPE Dal" PER TAP! E I SFEEf C I,1 E LEDGER MALL PE SCS I 2, FOOTINGS 0 T Z
At MINIMUM TI -E SAME MINIMUM 1 E JOISTS. LAG 10151 SHALL FE AiT &ED A ALL FOOTINGS SHALL DEAR ON LEVEL( WHIN 1:12) 1WISTI.IPJ3ED 5Q1. OR APPROVED L. r U
REW 51A L MINIMM Gf I I / 2"
,. t 0 CENTER F EAM W1 TN ENGINEERING FILL \MIH A MINIMUM ALLOWAPLE 501E FEARING CAPACITY OF , r Z
Z N
C M PE DMENf INTO 501 ID WOOD CEN1> R B 51ZEI7 PER SIMP50N H5 HURRICANE 1000i FOOTINGS `.HALL EXTEND PELOW 1-E FROST LINE OF 1-E LOCALITY,
TAl3f E 5 OR 5A 9-a1 C 2 � W r 0
�l G G G G 5, CON'CP.E1E
®n�CK TO NOUS� CONNECTION bf T AL g CONNI.CTI b�TAll K 6 NT;F C3�AN A ALL CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF ACI 501 " SPCCIFICA11ON5 FOR
wiR STRUC11Jl.'PL CONCRETE FOR PUILDINGS.
3 ALL CONCRETE SHALL HAVE A MINIMUM COMPT551VE STRENGTH OF 5000 PSI Ar 28 DAYS
AND WH ERE EXPOSED TO THE EXTERIOR ENVIROMENT MALL HAVE AN ENTRAINED AR CONTENT
OF PETWEEN 4,9% TO7.0 %.
WOOD SCREWS C. ALL REINFORCING 5TEEL SHALL. CONFORM 10 AS1M A615 60 K51 DEFROMED PAS AND
' ATTACHNG WALL AS1M AI85 M.
JOIST WI OVERHANG PERM A MINIMUM
W
( 1 11 )
ALK TO DECK PER OF 5" WrfI LAPPED JOISTS ARE REQUIRED —\ 4. FASTENERS
PA110 DOOM / / ALL FASTENERS %WLL DE HOT- DIPPED GALVANIZED STEEL W111 A MINIMUM ZINC COATING OF
E NGINEERING PROVIDE FULL DEPTH
FLOCKING DE1Vv1 EN JOI STS 0.85 OUNCE PER SQUARE FOOT
JO151 OVERLAYED 1MTN OVER 5LPPORT
A. POI 15 SNAIL COMPLY f0 ANSI / ASME STANDAPD P.18.2.1-1981, PC/ TS MALL PE FILL
DIAMETER POLf5 WITH A PENDING HELD STRENGTH OF 70,000 P51,
-\ FLOOR 9-EATING 3, LAG SCi W5 SHOU-D 3E GALVANISED STEEL WITH A MINIMUM FENDING `GELD 51RENGHH OF
60,000P51. g
re
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C. WOOD SCREWS 9-1A1.4. HAVE A MINIMUM PENDING HELD SiRENGTN OF 80,On0 P51 0 0
H H
J015f5 TO EACH Mfg W Z X 2
o sue' 5-16c1 NAILS � C = E. J -J
P CAF CON .� '_:. , a J
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PLYWOOD R ,� 2 w t7
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Cck ON 15 UTILIZED 14041 �(/ rc W o o gCT1 ° NOTE FM 5" WALL ROOM 5Y5TEM5 ( •Z p, xi
PROVIDE ZX FLOCKING (3EIWEEN 101515 AT . JOIST SA L PE AftALHED ,y f 5 V > r '
s JOIST HANGER CONNECTING LOAD PEN% CO UMN LOCATIONS, 1-E CENTEP BEAM SIZED PEP 10 CENTrR PEAM'MTi1 9 ,9 r p- y
JOIST TO PEAM FLOCKING MALL DE PO5TIONED FELOV; 51MP50N H5 HURRICANE
1.
T At3LE 5 OR 5A `9-U1 C - IDRS
THE INSIDE FfrC GP THE WALL AGOVE EXPIRATION DATE: /v; - ► , Y , J =1 DATE: JAN 2004
,p' m P CONNECTION 121 AT CANT P 13fNV' SCALE NONE
® DRAWN BY: MJG
ORG NO. C-4
4 OF 4