7300 SW HUNZIKER ROAD r1
r
STRUCTURAL_ NOTES F. D C
HILLTOP BUSINESS CENTER WANT IMPRQVMENT /-UNIT CASING 13'-0' +/-
D11ASlaN 1 - GENERAL
UNIT BASE RAIL
WCURESTRAPS PER SIDE A. GENERAL UNIT TO HOLD- UNIT BASE I -
1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION, THE DRAWINGS GOVERN OVER
THE GENERAL NOTES TO THE EXTENT SHOWN. DOWN W/ (4) i10 x 1/2
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 'CONDITIONS ON DkAVWNGS AND IN FIELD. Olt
TEK SCREWS - 1 - - (-� �T- _- .I r�r
COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS. ROOFS AND WALLS WITH SECURE HlILpDOWN TO - 1 - ---- • z
LAG BOLT UNIT DIRECTLY I !T 3 O
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS, NOTIFY VLMK CONSULTING CURB W/ (4)TYPICAL
x 3/4 t
ENGINEERS (VLMK) OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE DI CURB 2 EM (4) 1/4" -1 1
TEK SCREWS TYPICAL '' 'ice` -
SHOWMJ OR NOTED. DIA. x 2` EMBED LAG � �� _ .��'---�`- I i .__� w
3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION QTS NEW MECH. UNIT WITH ADAPTER CURB --_ _ -
OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE WOOD NAILER WE (E) MOUNTING CURB - - _ � I a
ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, WEIGHT • 725M W/ ADAPTER WR8 - WOT}�
METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM 'NI T HOL Ir' OR EQUAL
WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERVWSE, 16 LGA STEEL WNW. UNIT MFR MOUNTING
G HEIGHT) i( - - _:.�, _ r
R I MI 1` THE UESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS (14-
w ,
OUR WORK S LIMITED 0 E � ' -- ----•;.�•--- � ;' 4
PPO JECT. GALV. SHEET MTL
4. WHERE REFERENCE IS MADE TO ASTM, RISC, ACI OR OTHER STANDARDS. THE LATEST COUNTER FLASHING ANCHOR CURB PER PLAN -
4x10 LSL - m
ISSUE SHALL APPLY. 46
S. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. - - --
SwIPSON 1/4' 'SDS' (2) 2x w. LE�IEUNG °D -
6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2003 INTERNATIONAL BUILDING COOS _-� PLATFORM l3 G.C. -
(�C) AS AMENDED BY THE STATE OF OREGON (2004 OREGON STRUCTURAL SPECIALTY CODE)
ROOFING BY OTHERS �� 3 3 w
OR WASHINGTON (INTERNATIONAL BUILDING CODE, 2003 EDITION, EFFECTIVE JULY 1, 2004) _.
AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY, / ROOF SHEATHING _ S-1
Q I
7. DESIGN CRITERIA:
A. FLOOR LIVE LOADS (PER IE1C 1603.1.1)
B. ROOF LIVE LOAD (PER IBC 1603,1.2) SUPPORT NEW FRAMING AT BEARING WALL _ j! (N) REL AT
UNIT ON
CURB CONNECTION PER EACH SIDE. TYPICAL SEE NOTEj__ A (N) M NTING CURB. o
1. MINIMUM 23 PSF - STRUCTURAL PLAN
WEIGHT r b25/ z
L__l I
C. ROOF SNOW LOAD (PER IBC 1603.1.3) � -_ _ _..--
1. FLAT-ROOF SNOW LOAD (P1) 2S PSF CONTRACTOR TO VERIFY EXISTI�I _- _
SNOW EXPOSURE FACTOR Cd 1.0 STRUCTURAL SUPPORT �G -- . _._.. ._.-_ .- s.__-. �� Srp PROFF
2 ( ) MEMBER PER PLAN BEARING WA4S __= ��
3. SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 ; . _ . - - �h (�INfF9 '6
4. THERMAL FACTOR (Ct) 1.0 i --- - -- +
D. WIND LOAD (PER IBC 1603.1.4)
1. BASIC WIND SPEED (3-SECOND GUST) 100 MPH
2. BUILDING CATEGORY 11 �,, iTc ,U
3. WAND IMPORTANCE FACTOR (Iw) 1,0 1 HVAC MOUNTING DETAIL A ROOF FRAMING PLAN -- 7300 BLDG. #V '9t-,vr�1Na�,�`�
4. WIND EXPOSURE C
S. INTERNAL PRESSURE COEFFICIENT (GCPI) ++ _ HVAC Mounting 4x OH.dwq 11/2" � it-OR _ 178 � 1 -0 '0
EMM: 12/31/
E. EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5)
1. SEISMIC USE I5ROUP 1 UNIT CASING
2. SEISMIC IMPORTANCE FACTOR (Is) 1.0
3. MAPPED SPECTRAL RESPONSE ACCELERATIONS S, - 36.79X ; S 105.95% L- N E
4. SITE CLASS D UNIT BASE RAIL � = INDICATES EXISTING N Y o
5. SPECTRAL RESPONSE COEFFICIENTS Sp- 40.8% ; S,.- 76.0% (2) STRAPS PER SIDE �/ ,E)
6. SEISMIC DESIGN CATEGORY p SECURE UNIT TO HOLD- UNIT BASE � �' E
N oo > E
GOWN W/ (4) /10 x 1/2" (N) INDICATES NEW N N @J
7. RESPONSE MODIFICATION FACTOR (R) 2,5 TEK SCREWS A E
8. ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE SECURE HOLDDOWN TO NOTiT E S: o o
9. COMPONENT AMPLIFICATION FACTOR n,- 1.0 FOR ROOF TOP UNITS LAG BOLT UNIT DIRECTLY CURB W/ (4) /10 x 3/4'
TO CURB W/ (4) 1/4" TEK SCREWS TYPICAL 1.) CONTRACTOR TO VERIFY EXISTING FRAMING MEMBERS AND INTEGRITY
& MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN DIA, x 2' EMBED LAG WITH CONDITIONS SHOWN. NOTIFY ENGINEER IF ANY DISCREPANCIES OR
DIAMETER OR ANY OTHER ITEMS PRODLnNG A HANGER OR SUPPORT LOAD OF OVER 50 BOLTS
001000 NAILER UNRELIABILITY'S OCCUR.
�
POUNDS SHALL BE HUNG 13Y A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT N
PRODUCING A LOAD OF OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED 'MICROMETL' OR EQUAL 2.) FIELD VERIFY ALL DIMENSIONS, UNIT SIZES AND UNIT LOCATIONS. Zr M
TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALLS UNLESS UNIT HOLDDOWNS, 3.) NOTIFY ENGINEER IF ADDI`IONAL UNITS OR OTHER SIGNIFICANT LOADS W N
OTHERWISE APPROVED, 16 GA S'1EEL
9. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRU(,'!10N OF THE ARE SUPPORTED BY ROOF STRUCTURE OTHER THAN THOSE SHOWN ANO NOTED.
v�
W
-PROJECT NAME- PROJECT LOCATED IN -PROJECT CITY. PROJECT STATE--. POSSESSION GALV. SHEET MTL SEE NOTE r5 FOR 4.) SECURE (E) AND (N) CURBS TO ROOF STRUCTURE WITH /14 WOOD SCREWS c
OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE COUNTER FLASHING ATTACHMENT OF (E) AT EACH CORNER AND AT 2'-0" O.C, MAX. SPACING, SCREWS MUST BE Z cn
WHOLE OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. CURB TO (N) CURB LONG ENOUGH TO PENETRATE FRAMING BELOW 1' MINIMUM.
10. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT, UNIT MOUNTING CURB BY
FOR 91DDER DESIGNED ITEMS (DEFERRED SUBMITTALS). 'THE DRAWINGS AND CALCULATIONS UNIT MFR (VARIES) 5.) SECURE (E) CURB TO (N) ADAPTER CURB WITH #10 TEK SCREWS AT EACH CORNER 0
SHALL. BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE MOUNTING CURB AND AT 1'-0" O.C. MAX. SPACING. Z
WHERE THE PROJECT IS LOCATED. SUCH DRAWINGS SHALL CERTIFY THAT THE DRAWINGS HAVE 6.) ALL EDGES OF CURBS TO HAVE WOOD FRAMING BELOW FOR ATTACHMENT OF CURS Q Z
NOT DEVIATED FROM THE VLMK DESIGN IN ANY WAY, OR SHALL CALL TO THE ATTENTION EXTENSION ADAPTER TO ROOF STRUCTURE, PROVIDE 44 BLOCKING BELOW CURS WHERE NECESSARY.
�
OF VItK TIiA'i THE PRODUCT ENGINEER HAS DEVIATED FROM THE VLMK DESIGN DRAWINGS, ,q
SUCH DEVIATION MAY BE CAUSE FOR REJECTING THE SHOP DRAWINGS. SEE DRAWINGS FOR V W
ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. VLMK WILL REVIEW AND MARK-UP A MAW(iMUM SCOPE OF WORK: a
OF THREE COPIES OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING WOOD I WAILER
MARK-UPS 'IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE STAMPED AND
RETURNED TO THE GENERAL CONTRACTOR WITHIN TW AEEKS. FAX SUBMITTALS WILL NOT BEUNIT MOUNTING CURB BY 13M (9UILDIN6 'D'1
ACCEPTED WATHOUT PRIOR APPROVAL, ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED UNIT MFR (14' HEIGHT) - REPLACE (3) 5-TON ROOF TOP UNITS WITH CURB ADAPTERS, VERIFY THAT THERE
BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED, IS WOOD BLOCKING BELOW (E) CURB RB FOR PROPER ATTACHMENT OF (E) CUTO Q'
SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: ( ROOF STRUCTURE. PROVIDE 4x4 BLOCKING IF NOT EXISTING. SEE NOTE /4 FOR
A. PREFABRICATED STRUCTURAL MEMBERS AND COMPONENTS (EG. TRUSSES. GLU-LAM ANCHOR CURB PER PIAN ATTACHMENT OF (E) CURB TO ROOF STRUCTURE AND SEE NOTE I5 FOR ATTACHMENT
BEAMS, ETC.) OF (E) CURB TO (N) ADAPTER CURB.
B. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. SIMPSON 'SDS' (2) 2x P.T. LEVELING - RELOCATE (1) -TON ROOF TOP UNIT WITH A (N) CURB. SEE REQUIRED ADDITIONAL
C. ALL REINFORCING STEEL,
PLATFORM 8Y G.C. FRAMING PER
D. CURTAINWALL/STOREFRONT SYSTEMS. ROOFING BY OTHERS A 1 N
E. STRUCTURAL MASONRY MATERIALS. m
ROOF SHEATHING
fr1
- C!ty of Tigard
A. ROUGH CARPENTRY
1. LUMBER SPECIES AND GRADES TO BE t.S FOLLOWS UNLESS OTHERWISE SHOWN ONCURB CONNECTION PER `A �� '� P I a In s
DRAWINGS: - STRUCTURAL PLAN Y
A. JOISTS, BEAMS AND STRINGERS DOUGLAS FIR N2 t
6 INCH NOMINAL AND GREATER DOUGLAS FIR #1
8. SUCKS, BLOCKING, BRIDGING, AND MISC. DOUGLAS FIR OR HEM FIR #3 -STRUCTURAL SUPPORT J
C. STRIPPING DOUGLAS FIR /3 s MEMBER PER PLAN
D. 2x4 STUDS DOUGLAS FIR STUDS
E. 2x6 STUDS DOUGLAS FIR #2
F. SILLS, LEDGERS, PLATES, STRIPPING. ETC. PRESSURE TREATED HEM FIR #2 . ��
IN CONTACT WITH CONCRETE AND WOOD CURBSi/'�T
LIJ
G. POSTS, COLUMNS (SAWN) DOUGLAS FIR /1 r+PC.J��
H. GLULAM BEAMS: Fb - 2400 PSI, E - 1,RnO.000 PSI PER RITC 117 SPECIFICATION. 2 HVAC MOUNTING DETAIL
SIMPLE SPANS COMBINATION: 24F-V4
SUBMIT SHOP DRAWINGS. _ HVAC Mounting Adopt.drrq 1 1 2 - it-on O
2. CONNECTORS: -7 �k4m5.4,�
(-)
A. TIE STRAPS, FRAMING ANCHORS. HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES. n
ETC.. TO BE SIMPSON AS DETAILED, OR AS APPROVED,
B. MINIMUM CORROSION PROTECTION ON HARDWARE EXPOSED T�) THE ENVIRONMENT OR EXISTING ROOF
PRESSURE TREATED WOOD TO BE PER ASTM A653 CLASS 1 fS5 (SIMPSON ZMAX), (2) 16d NAILS AT 4" O.C. C-0
DC.
, FALLLY NAILAMS AND JOISTS NOACCORDING TO T BEARACTURNG R'S SCHEDULE
HERD LE USING
BER TO CONNECT LARGEST I WITH SHOWN.
SHEATHING TO 16' EACH SIDE OF (N) BEAM OFFICE COPY Lli z �
TYPE HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. _ j
E. NAILING - ALL NAILS SPECIFIED IN THE DRAWINGS TO BE COMMON NAILS UNLESS - m
OTHERWISE NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9,1, NAILING -.._.
SCHEDULE. OBTAIN ENGINEERS APPROVAL C-F ALL PROPRIETARY NAILING SYSTEMS. u �" �' c /
F. NAILS FOR PRESSURE TREATED LUMBER MUST BE HOT--DIP ZINC COATED GALVANIZED,
STAINLESS STEEL. SILICON BRONZE OR COPPEP,. Q
G. ZINC COATED HOT-DIP GALVANIZED FASTENERS MUST COMPLY WITH ASTM A153. ,,� EXISTING LEDGER
STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYNE 316. �- - -- ---� Q
H. NAILS AND CONNECTORS USED TOGETHER MUST BE THE SAME TYPE (EG. HOT-DIP _ M b
GALVANIZED NAILS WITH HOT--DIP GALVANIZED HANGERS). NEW BEAM �_ --
3. CUTTING AND NOTCHING OF JOISTS IS NOT ALLOWED, A 1 INCH DIAMETER HOLE MAY BE pE , EXISTING BEARING WALL AREA OF WORK n
DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPTH, ALL OTHER HOLES TO BE APPROVED WITH DOUBLE 2x TOP PLATE
BY ENGINEER. a-- - a_ Y z
SIMPSON BA410 N p
TOP FLANGE HANGER OZO
� D W
= OO
--I cn 0
o � 0
r3'***N FRAMING DETAILQ
o
S1-02.dwq 1 -
DATE
- 2-21-07
SCALE PROJ. NO.
NOTED 207082
-- --�1 DRAWN CHECKED
PEM TN
SHEET NO
KEY PLAN S -- 1
s
207082 2U7082S20,dwg 22 Feb 2007 - 7:56 om trent
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D WG INDEL KEY NOTES 3D STRUCTURE TABLE
IWL*P! 33 STRUCTURE TABLE
- - -- _ _ -
» MH1 RIM - 227.68 MH6 RIM - 227.65
,�-,51�� CB1 RIM = 227.24
6 IE OUT - 225.55 (72") 10" IE IN - 2.25.23 (W) (48") 8" IE IN - 218.34 (SE) j
�'�"'� 1 INSTALL CATCH BASIN TYPE STORM FILTERS PER CS.Z. 10 ADJUST EXISTING MH RIMS TO GRADE (TYP. 18 ROOF DRAIN CONNECTION IE = 226.01 7..47 LF 6` SD O S = 0.0050 FT/FT 8 IE IN = 225.23 �" � • ��'"�
�� REMOVE EXISTING G� AND PIPE TO THE NORTH. 5.47 LF 8" SD O S - 0.3473 FT/1FT " (N) 8 IE OUT - 218.31 (W)
AOr 4 IE iN - 225.23 (S) 167.40 LF 8" SS O S - 0.0035 FT/FT
C82 RIM 227.05 15 IE OUT - 222.93
11 INSTALL BABY BOX CATCH BASIN PER 5/C5.2. A" !E OUT 225.34 ` (E EXISTING)
,
2 INSTALL MANHOLE STORM FILTER PER 2/C5.1. IE 2?5.35 19 ROOF GRAIN •CONNECTION IE = 226.01 » MH7 RIM = 227.63
21.57 LF 8 SD O S = 0.0050 FT/FT MH2 RIM 21'.59 (48 ) 8 IE IN - 217.72 (E) oa
F 82.79 LF 4" 5S Z.96 LF 8" SD O S = 0.7365 :-T/FT 15" IE IN = 222.57
SLOPE O 2X MINIMUM CO3 RIM - 226.92 " (W EXISTING) 4- IE IN - 217.72 (SW) •
.3 ) REPLACE EXISTING GRATE WAIAT TOP MH UD, FRAME AND COVER " = 15 iE IN - 222.57 (N EXISTING) 8 IE our - 217.52 NW EXISTING �
�-� 15 IE OUT 223.58 (EXISTING) ( )
PER 6/C5.1 AND 7/C5.1• 20 INSTALL CLEANOUT 18" ►E OUT = 227.42 (E EXISTING)
12 INSTALL CATCH BASIN PER 1/C5.1. 10" IE - 223.75 C94 RIM ffi 227.12 V q
Mh3 RIM 'o
34.89 LF 10" SO O S - 0.0069 FT/FT 8IE OUT - 224227.?.0
62 =. a 'G
( 4 ) INSTALL MANHOLE STORM FILTER PER 2/C5.2. " " 18 IE IN - 221.85 (W EXISTING) c''�
J. LF 8 SD O S = 0.16f5 FT/FT
13 END 3" PRESSURE LINE 8" IE IN - 224.00 (N)
tips'
5 INSTALL TRENCH GRAIN PER 4/CS.1. 100 IE - 225.66 Z1 iE O CONNECTION 223.51 C85 RIM = 226.87 18" IE OUT = 721.50 (S EXISTING)
86.35 LF 10 SD O S = 0.0050 F'T/FT 2.39 LF 8 SS O S - 2.0711 FT/FT _ 0) Q)CONNECT TO EXISTING SS. VERIFY IE AT CONNECTION. 6 IE OUT = 224.37 MH4 RIM - 22Z03
21.44 LF 6 SD O S = 0.0401 FT/�'T 18" IE IN = 221.23 (N EXISTING) WATER QUALITY BA3�Nl
6 REMOVE EXISTING STORM SEWER LINE AND CATCH BASIN TO MH1. 14 ROOF GRAIN COPJNECT1oN IE = 226.01 " CB6 RIM = 226.85 18" IE OUT = 221.23 (5E EXISTING) SUMMARY
LF 8 SO O S - 0.0213 FT/FT 22 INSTALL 3 PRESSURE LINE A14D INLETIPUMP PER 41C.5.2. 6" IE OUT = 224.35
7 3" IE - 222.'00 MH5 RIM - 227.23
INSTALL AN INSERT-A-TEE IN EXISTING CONCRETE STORM PIPE PER 101.55 LF' 3" PRESSURE LINE 29.23 IF 6" SO O S - 0.0100 FT11FT (,�") 1 p" IE IN - 223.51 (W) IMPERVIOUS AREA CARTRIDGES 4
5/C5.1. VERIFY EXISTING SD INVERT: 15 ROOF DRAIN CONNECTION W - 226.01 C87 RIM - 227 30 6" IE IN - 223.51 (,'VW) Cal 0.80 AC 3
26.29 LF 4" SO O 5 - 0.0297 FTIFT 6" IE OUT - 225.75 100
IE OUT - 221.21 (NE) C84 0.72 AC 2
8 RE-CONNECT EXISTING 8" FIRE SERVICE, RE-INSTALL EXISTING PIV 23 INSTALL S5 MH PEk 1/0.3. 18.10 LF 6` SD O S - 0.0050 F'T11F T 12.85 LF 10" O S - 0.0050 FT/FT MIN.
MH 1 1.19 AC 4
VALVE (6iACKFLOW VALVE iN RISOR ROOM). RE-CONNECT EXiSTINC 16 ROOF BRAIN CONNECTION IE = 226.01
E 0. W
DOMESTIC .SERVICE. PROTECT EXISTING METER FROM DAMAGE 24.13 LF 8` SO O S = 0.0659 FT/FT 24 REMOVE EXISTING SANITARY MANHOLE AND PIPE (BTWN EX MH1
MH5 75 AC 3
AND MH7) WHICH RUNS UNDER BUILDING VESTIBULE. THE EXISTING ?7 TOTAL
�fE�IT 3.43 AC 4
MALL SANITARY LIE CONNECTS TO EX MH1 (SEE BLDG. CONTRACTOR TO VERIFY LOCATION OF TREAl
a �
O ADJUST EXISTING VALVE BOXES TO GRADE (TYP.). 17 INSTALL CLEANOUT PER 3/C5.1 (TYP). PLUMBING PLAN UNDER BLDG. . THERE IS TO BE NO DISTR EXISTING SANITARY UNE IN RELATION AREA
O 10 IE = 224.34 ) UPT10N TO PROPOSED CAN
TO THE MALL SANITARY LINE. CONTACT ROGER OTT AT NOTIFY ENGINEER I�THERE SA COLUMNS.
85.77 LF 10" SD O S - 0.0069 FT/YT 503.352.8862 FOR COORDINATION ON SANITARY SWITCH OVER. CONFLICT. Q c
Z O
ST()F'M MANHOLE: 25 CANOPY DRAIN CONNECTION IE - 226.01 00
IFc I M = 221". 94' 4` SD O S - 0.0200 MIN. � N
18 CC7NG. IN 4' 2 '2.03' � LLJ z
18" f_--'0N(:. OUT NNE <<�'1.9R' 26 CANOPY DRAIN CONNECTION IE - 226.01
�- 173.83 LF 4" SD O S = 0.0116
CL
1 �- Q
PIM _'.'-22 6.y6' i -
L.E , . p JT ! - 1 C;A7CH BASIN ,. " Z C)
SANITARY MANHO .� GNC. ( `� _� �
RIM =- �2 .U l ;1;4 227,31 ' •
. Lu
L;E.' ?;13.'47 ' `� _ 'f�IPJ1C r, ' i.�" - 1 4
PVC IN SE i.E. = 216. 95' o. V r Q
•
D 8„ PVC Oi+T NNW I.E. - -16, 70' ___ ��` (� - _ • . ao
---- ------- --- - -- I---- ---- - 4 Z N
12 �. u�� r�lh r, 0
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12
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FI RC DEPT. C0NNEG TI ON • , A . - _� -�
SPRINKI_F--�l? VAI_ VE- / CB
l;� 1 23 �Y (`.1� - - _ _ ... G _...- ----v-- -- .. _._.._.-_„ANU VA - /r
CBT' » C81 a - w -�- -� -- -- _. _.� _� .__. - _-_ � N...� --_ 1 U
4 j Vi VC: 6 �. -� -w _w. w__. _� W T i W
' c0 10"DIP SD '� 6 1 1 m 2 TF."R (�,� 27 �CB4
23 1 O WA 3 ✓`
_ n
7 8"SD " -._...._.s�..._ . _ _ __ • . . ,� . _._.. _._._ _ _.....- __ MH3
.. _� • ' ' .r. .�s .16 1 8 Ss _o Y %:' C'• �'L�..'"'_'J� 1"_ 4....l v11 •'',N
TO r-
TER A,
!l 11 - r,•^ ` tel.' r wr' " i�. a. s .% ^T� 1 ) _"3-. 3 \• \, +�_ 1 I `V
c WA TER 5TA1'•I�f _� T;�,�, , f,; ,,__., �,-, ,,, .,-� -�, y f�- , ✓ ,, - - 1111 Y N1 ( c.
PIPE &- VIRE OEPT._C Tf t fa/� f�j� + ! "NC) F'Af, - ---------- -� `� �► 1.'_ r r'IA'1 i2i. :
,CONNE � .. . .,.:� , rr. !V!r �- (: rCl J 1:1 >!N 26 f c,t)Nr.- 11J-_��.. 1$.
S14�141). - ., 15 C�11r !'l fi/l�;lN 24 SANITARY�Y' M�1 ) "!:?Nr:', (L)(11' r,ci' Qom'
1"r�
14,5' '(UE ' f''1(? , ' r' 24 f !A°i =. J� I. , '1 25 y EX MH1 1 1^ Nf l C l.f� =t: r,; r V Q
1F;'E-N�,'N �` n , • I• _. ., .. `'. 1N 4r' L 1 - " !M = l2. .FJ 111 = r
14 i `�' (,�.`N(, TYP �� 1 RIM r?N 4
C X MH ,
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r) ,11N�r 'r °• ► 1.1 ..._.. ..� WDA If-' � Mf::1"F-.l?_ 1V r IRE 8 ,�,r � � ;� < MH4 �., PROF�s
L'E )(l i �_ �. (1 t N 1 r�.
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QWG INDEX:
AVIAN
GENERAL NOTES
BAUIST -___-- y
72� (W NOR 8) 1)STOKMrILTEK BY CONTECn 5TORMWATCR 5OLLLrIKM19;PORTLAND.OR(600)546-4K7;5C,ARDOROUGII,Mf_(877) Q.
907-667r.;ft"UDGE.MD(664.)740-3316. N
A ►:. ! 2) 'ILT�c. X CAKTRIDGC(5)TO BE SIFHON-ALTUATED AND�5ELF-CLEANING. STANDARD MTNL 5F10W5 MAXIMUM NUMHf.R Or •�
F fA i' ` , ' nRIDGf_9.ACTUAL NUMBER REQUIRED TO BE.pJ.ECIMCD ON 51TE f'AN5 OR IN DATA IAMZ WLOW.
')MtIGNST ONLY ACTUAL DMEN5ION5 ANDTO BE CONM�TION�CW STRUCTIN S U BECORDANCE T `�T^M C478.DETAIL
�DG�NG INTENT
4)STRU-URE AND ACCESS COVERS TO MEET AASHTO n-20 LOAD RATING. .
/ 5)5TOFMrILTT1f REQUIRES 2.3 rEET Or DROr FROM INLET TO OUTLET,Ir LEw DROP 19 AVAILABLE,CONTACT EOMI
ii A 5TOWWATEK 5OLUT IONS. MINIMUM ANGLE BETWeCN INLET AND OUTLET 15 45•. 4
G)INLET FIMNG TO BC SMCIMED BY ENGINEER AND FROVIDeD BY CONTRACTOR. RtWAST MAB101E 5TORA9flLTm eQU mw O
MIH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR EIGHT INCH DIAMETER OUTLET SRCTION MAY BE SN'ARATED
fRCMM OUTLET STUB AT M(AM0 IN CUT UNC TO ACYA IMODATE A 12 INCH OUTLET FIrr. CONNECTION TO DOWNSTREAM
MMNG TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC RCVLXZK.A5 Re)UIRED.COUPLING BY rERN(',O OR EQUAL p
INLET RPE ! i' NO?p 5�G) AND I MADED BY CONTRACTOR
STUD
(S!I NOIti S F 7)PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE AC(x55,Ir A SHALLOWER SYSTEM 15 REQUIRED.CONTACT CONTECH
RM
1 STOWATER SOLUTIONS MW OTHER OrTION5, IN PAVED AREA
a
IN LANDSCAPE AREA »a
r, ANTI-RATATION BAl1A5T TO Be 51 bGFICD BY ENGINCrJL AND rROViDEp DR,Y CANTRACTOIF RCflU1RE0.BLAS TO DE SET .}
• ` �'`~
ANDIM ME PERIMETER Or THE STRUCTURE. p b
1!)ALL STORMrILTeRB REWIRE REGULAR MAINTENANCE.REFER TO OrERATIGN AND MAINTENANCE GI:IDEUNES FUR MURC
-` Q �. L S
...^ 1. (NrORMATION. — I -
SO'0 FRAMEJI
PRECAST MANHOLE
AND COVER(STM .
MANHOLE STORMFILTER-PLAN VIEW 1 ; 5TORMFILTEK DATA
Ip
M 1 STANDARD CAST IRON
' A. TZ
FLOW RATE <I, 0.10
_ I.10 RING & COVER
Y ' • '' ' R"�'t1OD 2 4" MIN. CONC. FORM
r• ��^,•:.v.•• "•y� / CARTR1DGe� IRED r
' t •'^�'Ma•. �: �` 'S 1 FINISH GRADE. AC EDGE SQUARE OR ROUND
30'0 rRMAE AND .' M��ei'..�4'.� MEDIA
CONCRETe COVEK(5TD) i'•a,•� ,7,,.6!{~ v"t.�r RIM AT10N
fS NOTE 4) •: ;� : n DATA. ENTA
GRADE RING tit,. 'ti%;'1 INLET FIFE I 2 W N
.;. .
FINISHED GRA TE
ELE•V 2 7 3/4" SQUARE GRA TE
•'° '. . •. . '• r WATERTIGHT PIPE PLUG ' W
GRADE 5TH • .,; ''' ' -4 MIN. CONC.
E MANHOLE STORMFILTER-TOP VIEW 1
-, INLET flfe note OUTLET \2 _ 6" MIN.
(x>E Nmes s �) RISER WVT"BAr oN BALLAST wtDTt1 nE RISER NOT TO EXCEED
• -UNLESS OTHERWISE' sa»,M BAFnr. «mer � SAND COLLAR
ROM 1210 OUTLET STUD CIAL 1 + mp"T +
NOTED Ir 4 G•MIN a MOLDED-IN CUT LINE 8" INSIDE DIAMETER lt1 J
TRAP FLOW AREA SHALL r L
BE EQUAL TO OR DIA. A5 rxe NOTE 7) 6 0 ouTLrT STUB Q C
a or-
NOTED ON PLAN (�.GREATER THAN THAT OF LEANOUT 'vim �- }` Z
THE CONNECnON PIPE .--IE O TRAP BALLAST '
4 WHEN NOTED ON PLAN (MOD) N0'L e) 2 I PROVIDE 4"- co
W �
I• C 3/ 0 CRUSHED _I OD
_ ROCK FOR A MINIMUM
Lo He�r+T f.• `{• , a `�.'''"' •', .) OF 6" AROUND CLEANOUT � N
Ie
C W1pTH�-� �- M DETAIL?/2 l 1( r
FLEXIBLE UNDEKDRAIN STORMFILTER CARTRIDGE +.. ... oL>rlEr nre '•V 1 , , Z
(BY CONTRACTOR) W
COUPLING AS MAIJIFOLD (Tm(SEe NOTL'2) ' ' couruwp Q
N { FLEXIBLE REQUIRED (BrcoNTRACTOR)
G (��I COUPLING MANHOLE STORMFILTER-SECTION VIEW A MEE NOTE e)
10 GA. STEEL e ( I �`�.— BALLAST
V � D
LLVNCH TTYP�E� / WYE GRA (SEE Noce 6) N �-
{JET PI�oVCO ° II��� / - (BY CONTRACTOR) ,, ,, ,•T , i
EQUIVALENT o Q 4` MANHOLE STORMFILTER-OUTLET DETAIL 2 Q +�
\�� �"'�'w1 -- commusumommmwwowsOk1l" �1 (J L' �'e, .,..'' 1 ® `I
r
PRECAST T2'MANHOLE STORMFILTER PRECAST 7Y MANHOLE STORMFILTERWAO
�, Lu p
C. MIN. PACTS " PIPE ZONE AND PLAN AND SECTION VIEWS �/, 1'I,•:>}; �
C.R. COMPACTED " 1 TOP AND SECTION VIEWS NOTES AND DATA > �` `:% ,�3r•
2 - 0 BACKFILL MATERIAL STow# A7ER
BEDDING AS SPECIFIED _ STANDARD DETAIL STANDARD DETAIL /� y�A�'�'tii''fA t Q
S_ �)' J►y�' z , 00
SQU wrwrMwlwr.waTTt�� RONaUp� PR/INI01/r►.11lpOIL, LTRMM�tWW aocaaNa a�aeiw�r.me w�woM01 Na/ FUIwe1MFFirooR aRwNIIwII oIRo10RA11R
C� cV
CONCRETE ENCASED WYE
O
CATCH BASIN 1 z
72 STORM FILTER MH 01 2 CLEAN OUT (C. O.) 3 Q O Q
`.i W
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NOTES: O
1. USE SUBURBAN TYPE ONLY
IN NON-TRAFFIC AREAS.
2. COVER AND FRAME SHALL
BE GREY CAST IRON (n
ASTM A-48 CLASS 30
3. COVER AND FRAME TO BE
C MACHINED TO A TRUE BEARING
ALL AROUND
4. NOTCH LID FOR LIFTING HOOK.
PER PLAN � J
� Q
0
5,3/8 3. PVC HUB (ASTM 3034 SDR 35) NOTES:
• . : . . . . , DRIVE INTO CENTER OF RUBBER 1. ALL PRECAST SECTIONS SMALL CONFORM TO THE ����p PROFFf
SLEEVE AFTER SLEEVE IS PLACED REQUIREMENTS OF A.S.T.M. C-478 20 LOADING. S o o s
PLAN VIEW IN HOLE. ALL POURED IN PLACE CONCRETE' SHALL HAVE A 1s
28 DAY STRENGTH OF 3,000 P.S.I. AND 2"
e 6.1^ TO 4" SLUMP. 0
OR ,o
^ INLAY GRATE 2. STAINLESS STEEL BAND (9/16" SERIES 400) 0
��)1 25, , "
LOCK DOWN .SECURES UPPER HALF OF RUBBER SLEEVE TO THE Qy 0�
N RED DOT BUILT-IN BOLT POLYDRAIN PVC HUB. FRAMEE ND COVER L.
BLOCK FOR GRATE BEDDING CONCRETE FINISH GRADE PER 75.1 SANITARY STORM
LOCKDOWN CHANNEL MIN. 4 AL1 AROUND t•�rwai.c,• f, EXPIRES 12/31/07
I. COMPLETE RUBBER SLEEVE (ASTM C-443) SET FRAME IN GROUT MAXIMUM 27" FROM /
• ''r. INCLUDES A MOLDED SEGMENT THAT HOLDS NON-SHRINKING FIRST STEP TO W W a
B CONCRETE FLOOR -----�.;� I N(� (>1 r r':L IT IN PLACE. , GROUT ... `.. : TOP OF CASTING
SLAB OR PAVEMENT ''� I ;.`i ( x_):11�yC�. •,° �a- NT; PRECAST " p p
Z y -r- �} CONCRETE ..' �----PREFORMED 22 z o Ib Y
k,O ,C)7 3 SLA a " PLASTIC GASKET \ Z) Q Qi m v
m �' ( r r , •—.t 1 0 LOADING . 48 MIN.
� � ,'1(� � ",� 1' MIN. ^ 27" o
,_�.r� .�,/, STANDARD QD p o
ANCHOR RIBS 3' MAX , s ��.—
( a MANHOLE RISERS.
POtYLOCK ,� G(, ,Ik� .k ;`�} r�', r �, ,. .
LOCK TOGGLE
f
y C OG ti. ,.� �C ()• •i ( r fC)T ''rf. f�•A� n "
Jr ,i ,r ( i' r ,f•*,,i�..,� CONCRETE
:k(..(. �'' � �` r r ,f' 'f:��,,i'' PIPE e: F Lo Q_ o 0
`.)� ct
UNDISTURBED !^, ►� a a L�
SOLI SUBGRAD '
', '• FLEXIBLE - 23
�' ,% ':;%��''' f�'' JOINT T �""�(' t�p�,`"�Y fir` 24_1/2" o
�' 1 ' ' �v' • r,. r
f ..`ti, ; i r:• ,,L f. , ,�' ✓' f. � ;• ,�' ; ° , :" `' �r 1`r 12 LAYER COMPACTED
.,>•• ti MANHOLE OUTSIDE DIA: T GRAVEL (3/4 -0)
Q. 31"
PLUS 1'-6" (MIN.) •-
CROSS SECTION VIEW NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED.
Acr
TRENCH DRAIN 4 INSERTA-TEE
o SCALE: N. H (;$. � � $ FLAT-TOP MH B MANHOLE FRAME AND COVER 7 W m �' m
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QWG INDEX:
pwag M
GENERAL NOTE5
1)STORMNLTER BY town"5100AWAYM SOLUTIONS;PORTLAND,OR(BOO)548-4667;5CARbLVt)Ur-H.ME(077)907.OL76; cq
� D
h
El1JWr-C,L40("G)14(>-3318
�".•..�-�•..'..,,1
BALLAST 2)NLTQ GIRTRIDG[t3)10!!!51PF101Ja1iCTWTCD AND 9lLPCIlANM4. STAIIDARLI D[fAll St00Ws AMItiMI1M NUt.IOHt OP
/ a` (slE NORE D) CNCTRIDGE9,ACTUAL W""KEQLRRED TO BE WtCWIW ON SITE MNIS OR IN DATA TAW BELOW. � •
3,48F PRB(,AST MMIIIO Z S1RUCIURE TO Be CONSTKUC W tN AC.COFMANCE WITH ABTM 0470.DETAIL R ELMS DESIGN INTENT V
ONLY.ACTUAL DIMETISIONS AND COWWA)KAI ION Or STRUCTURE WILL Be SHOWN ON PROOUC110N SHOP DRAWING. to
N
4).STRUCTURE AND ACCESS C OVERS 10 MEET AASHTO H12O LOAD RATING. i
3)STORAAIXTER RQUWZ5 2.3"TF Of DROP rROM IINET TO OUILrT.R'LESS Dkur 15 AVAJIABIr.CONTACT CON1tC:H G
A STORMWATT_R SOLUTIONS, MINW4JM AWAf BETWEEN VALET AND OUTLET b 45SS
G)IIlE1 PIPIIIC TO BE SPECIP/CD by[NG#NM AND PROVIDED OY CONTRACTOR P►ECAST MANIiJ1E STORMPILTER EQUIPPL'D Q� (�
WITH A DUAL DUAAETER riDPE OUTLET STUB nDq SAND COLLAR EIGHT IilCfl DWArIM OUTU`T•be ION MAY BE SPfARATED � •� C61 �L
IIRET
PIPE Ch OUTLET STUD AT MOlDEO'IN CUT LINE TO AC O MAOOATE A 12 2loti OUTLET PIPE- COW TION TO DOWNSTREAM I
c me NOTO S,G) 1' /� ./r PR W TO BE MADE L&W,A I'i=&r(,CA)PL W,OR ECCCNTK/C REDUCM AS REWIRED.COUrUW'PN rdtTlANC
C:o OR EQUAL
GGNCRi1l NOTA 0712^!HDR OUTLET PROVIDED BY CONTR+.CIOR.
•
STUB(7Q NOTES S•6) n MGM MIN MLNA QZARANGE rok MMNTENANCE
% a. /� STOMAVAY SOLUTIONS POR OTHHL OPTIONS. AGGES6.M A SHAIlU11Vd2 SYSTEM Ei REC,UIRrE+ 1X7N1AGT CONT"
M'' IS
II3rO.067c M 3rOR11r,M teiq rte►.,POta1A1t).auww aoa 946+ssn wr,x�esonouon Is Nsn O)A1m•ILOT HE P BALLAST kCTM 1f BE!1 Tft)Cr BY eNGINtHt AND PROVIDED Br CCNTRACI ` OD
oLT�iTG►rDw1110"C UATIV A. O -CL 740„1e d)ALL STOILNArMTW RGpU1RE REGl1lAR OR IP REQl111ttD B ILJ.:TO BE SET R � Q
4r orwrlc--
A1mlNq IEEE RRIAACTER a T)tE S►RUG�UITr.
1 Mo1owM praTaesrol,enowACtWtepAlOtararAwwa.
reRllrra1 row p eTQ'L stw+CR,R ro .2 MIN
a 1p M A arm.rule ONKN "TION. MANliENANCt.REtUt TO OPERA110N AND MNNTENANCE GlAO[lAtt s POR MORE
MMnON Y eYQMIl1eR Ite0leee tJ fQr Q ORflI 4*GM MA TO OUfVR .41T arW1AD 11Oi tK IOMiOI iMIW OUlltf. ewer R
10 P Sip• ARUC�1 w Alp owner F~TO 0 tlealea ON 6•GINAM AM RKYAM a OOWMACTM
R��` •�.,, y,r 01�N +. 0 COPMy"106WOm a 119"Wn1IM"p WOO 3TU0e lar MILL Or AMUCAl"AMO OUTUH rrwa 3tAMW WW ——
t17m 0 a Mas w OOreRL wmaw ourm silo e 19 40110 N w'"am. ;a emvw TO""wnm taw com MANHOLE STORMFILTER-PLAN VIEW 1 FRLCA5T MANHOLE
•.�f••.a,,�-l.61.r•j'- Ca;. .-h+-M--- :T�,sv. yA� e[IMOt UOeti RCM{e CaXLM rl GbinaAllaL •
t, r_4 is wr_ r r-,sw pr N oorar+t muga o Ilewwsv.ooMone rain wry o�wnn�fa.•tawrcw rw ro tt 1 _ 30'0 MAW 5TOKMFILTER DATA
s� AM ODVM(STD) 1
` I n Au e+owstum mw="m v~vvAm noes ro orvanow Awu wwrewwce auoa�ttm Toa w+e _
0011
I
CATCH WN 25
Mua eT1e OMAN mw I 5"'OKMMILTER.DATA
mrI (wmIlI1AD r ea Mone 44 M
m low w p M!R3OV PRAMS
' ty 0.711A yi,, r ■
'!�w�,• •r •.••t:li�w* :i I--�� A/1 GRA17E RN16 = '•!TD) y l�ti�J,a. •.=l, — 2172
C• W-
VIII
Em I
+ I 1
• stn MANHOLE STORMFILTER-70P VIEV1i 1 1
,a.•nvnr Its.arcs.Iwe100
em ram wNL) ea wat 4 (tel ••.':A T 1,211 I
am _—• Z _
E /�oI� INLET PIR nope oLmrT accela uc ReDtx�R
,Err AEE NOTA S t G, "Tscum SE MY COW"ItACTM
oln u SAW GCXLM — 0
RLSER 12`0 OUTLET STUB -N
4V O `r �MIN `' MOLOED-IN OJi UNE
urfm M STORAetTmR CART
ero,cxmrr STUD
ML1 w OLIc��m sne O (- I f cchm `for Or 4) m ou N--O-••m 2) a0' -}- �!L) 1
['�' :+1 "pawl AOCaae c�aet Qmm NdR 6) Cv
N..,f 40•CR'R mUM reraa�t+n •i.�,w-r, ••..• ` t 1,.>•i.~•`k •� ./i• a p Q
O T WR Q r4r rOCX ft rVAT10Y1 Y - �•1 — �:I ! •j
• 1 � WIDTH UNOKIIDRAIN V) LLJ
SEm DETAIL 2/2 T, 4,;�. � J
OUTLET PIR
CID
• MANIFOLD MYCONMA[TCM r ` ^,!
s+alrnael uraRoee rr ^ r-4• OOUI LING v `)
r.+eRT 1 � MANHOLE STORMFILTER-SECTION VIEW A
R!Y ommACTOIp
�aer•o•A eta role o
aMiaR Accm:u uAuelalAw 1
r a r-w r rwraut I��VVI�1Af // � .c,l�' ,,�. .• - 1 WWNT NOTE G) Z J
Mtge orae weoe Zl� �+' �r. •S a .. . 'i.}" GROtn (SEE NOTE O) J
q MYCCINTRACTOR)
a twea M MANHOLE STORMFILTER OUTLET DETAIL 2 0 o p
oureloe al--
T 022 OOWECH So nwi"tlakoom 0900 CONTEGI 94 mr efM eausaft
PRECAST 48'MANHOLE STORMFILTER PRECAST 48'MANHOLE STORMFILTER Q�r
STILL CJ1TCf�11Mi rC7+01iIFL1B! STEEL GTC�ISASIN ST'OIi�AFLTER
StoMwv6ter360 'uw AM SWAM VW 1 Stoffnwater360 ��� v� TER 2 Tor VIEW �pMlryWtl OW
� PLAN AND SECTION VIEWS � TOP AN � �'••
8TANDMW DUAL•2 CARTNoos 1", —`— eTANOARc T $t�OrnlWater360 •NOTES All!DATA 3 D SECTION VIEWS,NOTES AND DATA 2
Ct AK 2 CM'TMIKIIE UNrr STANDARD DETAIL
....�..�.. .. � STANDAIW OETAII-Z CAItTRIDOE UNR `+.
r s- STANDARD DETAIL 1� , o
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NOTES:
STANDARD ECCENTRIC Q c+
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USED ON ALL MANHOLE SEC TIONS
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4') 0
VERTICAL DISTANCE INVERT TO INVERT
MINIMUM HEIGHT OF STANDARD uja
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