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7315 SW BRIDGEPORT RD (2) � A CITY OF TUALATIN CERTIFICATE OF COMPLETION PROJECT NAME: Bridgeport Village Lifestyle Center PROPERTY ADDRESS: 7315 Bridgeport Road BUILDING PERMIT NUMBER: 04 -3448 — Building "R2" TAX ACCOUNT NUMBER: 2S1 13 DB / #1700 OWNER: BV CenterCal, LLC ADDRESS: 649 NW 12th St., Gresham, OR 97030 CONTRACTOR: Opus Northwest, LLC ADDRESS: 1000 SW Broadway #1130 Portland, OR 97205 APPLICATION DESCRIPTION: SHELL Construction OCCUPANCY TYPE: Mixes use: Mercantile- Business- Assembly (M) (B) (A) CONSTRUCTION TYPE: II - B SPECIAL CONDITIONS: IBC — 2003 w/o Oregon Amendments APPROVED P / _ �1 � ��, J DATE 4/12/05 /John R. StelzenmuAB ILDING OFFICIAL NOT VALID UNLESS SIGNED BY BUILDING OFFICIAL OFFICE COPT RECEIVED APR 12 2005 M ,: _-''UR Call -in 4/ INSPECTION NOTICE Date IL Time 1: or P" City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 / Inspection Line: 503.691.3040 8z.o . e .., Office: 503.691.3044 Type of Inspection /J krf'L Date Requested K f L ,, . Time A.M. ®M Address '7 qq i 5 57,d /{ ] U/O(b &7 Q mit # eV- �i (4. Subdivision / .�1�G/L2s -C'h'a p (J/ L L 4-C,-e Lot # /0 2 J 7 4- Builder (./G-e--1 /Jai The following Building Code deficiencies are required to be corrected: Presented to $Approved Inspector TF�AZy to../.440‘ 0 Disapproved Date it /Z. — OF ❑ Approved w /Correction CALL FOR REINSPECTION 0 YES KNO Call -in INSPECTION NOTICE Date `fp / Time -// City of Tualatin Building Division ` /140-3../ 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection q/C) Date Requested 4 0 - T A..M�. -� 7( /, / P.M. Address 7 2 2 d y r►� Permit # �' `f ;.� 5� Subdivision r' Lot # (^ Builder (: .C- C« at-S Qq. 6 v ”/ The following Building Code deficiencies are required to be corrected: Presented to C 'pproved Inspector 4...__r ❑ Disapproved Date 1 l ❑ Approved w /Correction CALL FOR REINSPECTION OYES $NO Call -in INSPECTION NOTICE Date Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Fi _., s ks►� 5 ^� eY S• Type of Inspection $�41 S . Date Requested S 'Or ~ r- lQ -03Y Time A.M. P.M. Address '73.2 S 1,.) S t 1' 6r' Permit # GH " 3 Li LI $ Subdivision g90' V• Lot # (344- 344r Builder p Galt" °kit �3S�" The following Building Code deficiencies are required to be corrected: ( CifrritAIL/ Presented to ❑ Approved Inspector LI Disapproved Date ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES ❑ NO Datel�i /OJ INSPECTION NOTICE Time 3 ✓4 City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection / Date Requested 3 4 !� Time A.M RM. Address 7S / 644r5 Permit #Q . Subdivision d Lot # Builder f 41.1.0 � 749A- �y The following Building Code deficiencies are requir be corrected: f 4. c s e 7 ium C opc.s r k) E . - - c.014 L r / i I y ,/ - # '( y 'OF I £A-i oVseR U e-, 4- kir-43.1-4- 3o6, - # E Oat ©, be r Presented to ( ❑ Approved Inspector V� /` - ZZ 2 � / ‘.------- (0 Date ✓ 3 ( (0 5 ❑ Approved w /Correction CALL F R REINSPECTION ES ❑ NO Call -in INSPECTION NOTICE Date �7/ 5�.� leied----- Time �J = 0/ City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 r Type of Inspect � + .- Date Requested / - Time A.M.7 Address 73/-5 - / 1S�,c d r Permit # i -3y't Subdivision Lot # // / ,� Builder (�'> L ----" 'Gc7 The following Building Code deficiencies are required to b corrected: a �a y i, , - A A A i - 70, . e it) _g I Al Z- : - r n I 7 �o c, b Ve s Presented to 1 ❑ Approved , 41.11 11111111P- Inspector 4- . ❑ Disapproved r (b Date 4 proved w /Correction CALL FOR REINSPECTION ❑ YES O Call -in _ D � INSPECTION NOTICE - z Date Time 05 • Cty of Tualatin Building Division 1.4—ed 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 � 7 Office: 503.691.3044 Type of Inspection 1 ` U-g ! vj Date Requested 3 _g cS Time s e< A.M. ) P.M. Address 73 /5 _Sw + fi r / `!- Permit # 6.)5 34 T Subdivision Vv.' Pint, V ( It Lot# , -2- Builder 1D-P--1 'r I°� l ✓� ( fIJG 9 7 / -Z35. °a`/9 The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector c„),cor ❑ Disapproved Date 3/25/05 ❑ Approved wiCorrection CALL FOR REINSPECTION ❑YES XNO f Call -in 3 INSPECTION NOTICE Date /� Time 2= 36 City of Tualatin Building Division 18880 SW Martinazzi Avenue a,S Tualatin, Oregon 97062 ^ Inspection Line: 503.691.3040 / Office: 503.691.3044 AirL• Type of Inspection 2:6 (�A1� f`r'"ci-r'r� 4N Ly Date Requested 3 // 7 Time X A.M. / P.M. Address 73 -7 SW 27t 499or Permit# 0 - 3` 6 Subdivision gffi/ Lot # Builder Of U 5 f wPL' The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector c_I�.�ik WADE El Disapproved Date //7/ El ❑ Approved w /Correction CALL FOR REINSPECTION OYES I NO r Call -in 9: 22 - INSPECTION NOTICE Date 2-t, t Time l' City of Tualatin Building Division Abli‘� 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 I Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection / 5 FTC- 1 kfT :S P P+) FTL 5 Date Requested 1Z)2.310 Time A.M. C t t D t Q P.M. Address x 7315 � C 1? lLEi T Permit # 6 - 3 4 P- ` 8 Subdivision 6 P1/ Lot # Builder OPUS 611K, The following Building Code deficiencies are required to be corrected: _ • af1.66 C D r - - 5 . 4 4 - 4 / - 7 4 av t,J l'tWJ Presented to XApproved T Inspector c/��rl�.7 El Disapproved Date /2 /Z 3 ' ❑ Approved w /Correction <l CALL FOR REINSPECTION st fie ❑YESNO fl//°/ I INSPECTION NOTICE Date I Time � . City of Tualatin Building Division �L �y 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection GI ,) t //J 1vt;�� k E l�i� Date Requested 7 2 C ZI Z 0 `-f' n Time A.M. 2 i Address 4 cS k) f PC2.. I Permit # 64 —37q Subdivision g QV Lot # a Builder 04 hicir The following Building Code deficiencies are required to be corrected: Presented to f Approved InspectoL/ (l I.../447Lv(t_ ❑ Disapproved Date /.2/.2(10 / ❑ Approved w /Correction CALL FOR REINSPECTION S - is So OYES XNO C - 2:00 Call -in INSPECTION NOTICE Date Time City of Tualatin Building Division 18880 SW Martinazzi Avenue ., Tualatin, Oregon 97062 .--q-/- Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection nhe Rol spzeicy3 r 1175 Date Requested / ' 2 - 1 R 0 \ 0 4 Q Time A.M./ 30 ,c) Address 7315 �W 621 O& PO , Permit # ot-i -31-14$ Subdivision / 1 3 P Lot # R-2_ Builder l J S SA K The following Building Code deficiencies are required to be corrected: CNOC G !:oo LlFan dirA e3cKS ovv CLiec 1< Pal, C \e c -' i ?F6a;2 Presented to ❑ Approved iN_ i Inspector j !`1/ ❑ Disapproved Date ? a J / 7 / (' ) Approvedd wiiCorrection CALL FOR REINSPECTION S — 11, 4 1' ❑ YES XefNO — 1 n51 Call -in INSPECTION NOTICE Date Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 6&34-e-- Date Requested 04 d Time �A..MM. '��1 . ��P..M. w Address ' 1� I ? Permit # C_ 4 M Subdivision Lot # Builder 1�-- 2- The following Building Code deficiencies are required to be correct= • : Ci d � � l 57 ' 3 / � Cam, �$ l 13 1 64 2- / 'J', lehQui p , Presented to ❑ Approved Inspector pproved Date 4 ✓ fb ❑Approved w /Correction CALL FOR REINSPECTION YES ❑ NO Call -iri j_ INSPECTION NOTICE Date 1." Time T• 2 City of Tualatin Building Division eve4_ 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection t e-- Ac-4(_./ Date Requested ,a - Time ,, AA M. Address 7_3/ 4 Permit # C /y — 3� Subdivision /e Lot # Builder �L _ .r The following Building Code deficiencies are required to be corrected: 7/0 oJt.. ?� AIIP (iitze-41-* Pfiki q Presented to ❑ Approved c............4.... Inspector - � ill Disapproved Date l � Q v( pproved w /Correction CALL FOR REIN PECTION ❑ YES 0 Call -in INSPECTION NOTICE Date Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection N N • Date Requested ( Z /F7 v Time A.M. P.M. (r) �,1 2 (�Q Address 1I S `� W I Permit #6: 4 J r ii Subdivision Lot # Builder � 2- 645LL. The following Building Code deficiencies are required to be corrected: Presented to l ,Approved Inspector v _ ❑ Disapproved Date R.11314 ❑ Approved w /Correction CALL FOR REINSPECTION DYES Ef NO Call -in INSPECTION NOTICE Date / 2 -0/ Time 1 ' ° -- k ?R City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 1/1/11:;$.> Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection ed1iC t _ - Date Requested I 2 - - 7--C, Time lac A.M. P.M. Address 33 Lb r ' R 2 ' Permit # Subdivision Lot # Builder K IAU Lame" Cowl- �as The following Building Code deficiencies are uired to be corrected: 1 A / ‘ 40K - 70 ° �il7C4 /2 l Presented to Approved Inspector ❑ Disapproved i Date /2.-/c27 O ❑ Approved w /Correction CALL FOR REINSPECTION c 2 CI YES %NO 4Yd2` ■ Call -in INSPECTION NOTICE Date %`7-72-- /� Time 3, 75 City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection gn-4 )47 Date Requested /1 '7 Time A.M. Address 7.34#5" �/`/ Permit # - • Subdivision -2 r A. Lot # Builder IV &I ■ 7e (f . The following Building Code deficiencies are required to be corrected: )/7- 3 Z✓ g' 5 o,Jt' f iqove • TRM 9 ►! a v/� OM AC ° z R && of - As i'U3 77 ?&) , Presented to Lt ❑ Approved / I ` t Inspector isapproved Date Mb d a4 1pproved w /Correction CALL FOR REFECTION ❑ YES 0 I Call -in INSPECTION NOTICE Date 5 Time 3 . a P City of Tualatin Building Division i 18880 SW Martinazzi Avenue Do t ( Tualatin, Oregon 97062 Inspection Line: 503.691.3040 /1.))Y' Office: 503.691.3044 r Type of Inspection R re % 5e' f it f oe ) Date Requested 12- — 0 1 — U Time '/ :30 6 P.M. Address 73 /S 5u) 8ricl / , � o f dpermit# Qq n - 3W 8 Subdivision 4` ac) t for 1 VI 04 9 P Lot # is i - Builder L. L..2.4 G The following ` Building Code deficiencies are required to be corrected: o i or ET -s _ t &oe : gz..110e ".e....e, A Goy.. - / s .mss o,.i / —/ oat. A — Z Presented to ❑ Approved Inspector 1J�J/J� "pisapproved Date /Z /d //D ❑ Approved w /Correction CALL FOR REINSPECTION g 5 f = I RYES ) 410 4 _� -� 11.( 474;ievPlv"-7 Call -in INSPECTION NOTICE Date LAS/b f, Time 7' d (! d -# 7 City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 'f Q� f Inspection Line: 503.691.3040 �^ Office: 503.691.3044 Type of Inspection ire pp 41 414/4-- Date Requested / Z/ /0 ¢— /,�ll Time 0 A.M. P.M. Address /`70a / / +fir 0 Permit # d /— 3 4' g Subdivision 2g1�j � ` ,/� 23/� Lot #f �G — 2-- Builder ,$ s ' / ecTra./1 d�G� S 4JRp 513 -1R a- The following Building Code deficiencies are equired to be corrected: ' /eV/ —0" —s _Fe? , e.6A/G W 7A$ - �..e_. Low a. D p'I b.. .7//3, Presented to ❑ Approved Inspecto 26J40(LL( ❑ Disapproved Date /g-// S /0 ,'Approved w /Correction CALL FOR REINSPECTION S ' iZ ° D DYES XNO F - 20 Call -in INSPECTION NOTICE Date f 6S Time City of Tualatin Building Division 18880 SW Martinazzi Avenue p Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection r i fQ i� !1 P -fl U / •�o Date Requested l � / O 5 Time A.M. F�►YMMM Address 733/5 5 c .,3 r t J go( i' Permit # Cif - Subdivision r / ` Lot # Z_ Builder opus be L' .l F PCi h S C1 " y6 The following Building Code deficiencies are required to be corrected: Presented to / Approved Inspector ✓Eth p..�a_ , ❑ ` Disapproved Date 4. £ _ 20o S ❑ Approved w /Correction CALL FOR REINSPECTION EVES >INO Call -in INSPECTION NOTICE Date Z - .D "�� Time �i aVa r / 1./ City of Tualatin Building Division J 18880 SW Martinazzi Avenue // �_ ��!/ Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Fr #0,1 /'1 �j 1✓e /I(ert4 d- Fyfr EM V, 1 5 Date Requested .- e - O L I \l (� Time A.M. P.M. 7, Address 7315 W. 1/',4, fdrt 4 Permit # w�'��'` Subdivision 5j.• / • V cJ Lot # /� - Builder t %). P ' Coat ct / (0 14) S' 3 -2O 9 U12/ The following Building Code deficiencies are required to be corrected: Presented to )Approved Inspector . WAVE ❑ Disapproved Date Z. /VC ❑ Approved w /Correction CALL FOR REINSPECTION 4 5" ❑ YES x NO Call - INSPECTION NOTICE Date /,2-t Time //•, 00 City of Tualatin Building Division I � 18880 SW Martinazzi Avenue 7 Tualatin, Oregon 97062 Inspection Line: 503.691.3040 J.))/11/ Office: 503.691.3044 ( fil JAL 7:2 Type of Inspection qq ml .r'9 xrc� j 1VSf . Date Requested /2 '-'/ / Time )( A.M. P.M. Address '7 3 / $ $ l.✓ gOdyeorr Permit # di- 3 YY9 Subdivision 46 1' v— Lot # 4- Z Builder OM /4.12 The following Building Code deficiencies are required to be corrected: r6..i.Til OF Pi_yl.FOoJ ors / /f�. 'Y 1' a`4 / r «.1..-7 e 4' DES E9 Ii 4 - SS d p i dIva 6 %. _5C re --...' .' /7 CYC- LA-7100411-,fri /x/oT-4c 'tse�/ , t /L�e-.. J 9-- .2o2._ oAt-Sb i / .5,44111,r Presented to ❑ Approved Inspector cf licJ/p. 4 ❑ Disapproved Date Z/8 � j,� )(Approved w /Correction CALL FOR REINSPECTION S : /2_ ❑ YES J NO p � A /-, Call -in 2 INSPECTION NOTICE Date l6 Time c 2 41131/Q ' City of Tualatin Building Division 4 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection /�ce 1 !' J - Fr4 tv11 S. ' ale J Date Requested Z 2- b` d J Time P.M. Address 73 /5 ■ W / t o, P�D(t IWrjj ' �(� Permit # O' .�� Subdivision a P Lot # 2. Builder ( i 1 71(1" 1(1 oe 503- 201-61 The following Building Code deficiencies are required to be corrected: Presented to Xi Approved Inspector X70 ,Q d€ C7 Disapproved Date 2 / / G/O, Approved w/Correction CALL FOR RENPECTION 11/V° OYES 14kill0 �� #19) ‘--41v-sg , a7jd f 7(4, v e AP 9��Z Call - in INSPECTION NOTICE Date Z /6 Time ?tiili City of Tualatin Building Division / 18880 SW Martinazzi Avenue s Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection L' f t5(.. /^6w ` n ) /I, C, v Date Requested 2 - / li - 0 S i me A.M.) P.M. Address 77/ $ W, B( e(Orr a Permit # Q I - 3"/ Lry Subdivision /j • P v, Lot # Builder W (Q') fqGffkY V A f / The following Building Code deficiencies are required to be corrected: Presented to XApproved Inspector Zvd,6 ❑ Disapproved Date Z//6 ; ❑ Approved w /Correction CALL FOR REINSPECTION S e (P� ❑ YES,INO fr Call -in INSPECTION NOTICE Date / Time /2 - V City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 i4A Office: 503.691.3044 T„ � — Type of Inspection 9 r Ei Date Requested /2 — 7 Time X A.M. P.M. Address 73/5 $ w Rrz f q6f i / Permit # D / - 3/.8 Subdivision 13 pV Lot # Z Builder hPO 5/ (,•i /Z The following Building Code deficiencies are required to be corrected: 5a,vri say 6 Presented to X Approved Inspector JE12424 t WADE ❑ Disapproved I 1r 7 Li �t{o • Zooms Approved w /Correction 7 CALL FOR REINSPECTION YES , NO Call -in INSPECTION NOTICE Date ij24106 Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection ( uttito Peue.spicks Date Requested 1(26 I j( Time A.M. [.63 P.M. Address 73i'5 S Be106EP J?=( Permit # ineet --3q6315 Subdivision fJ P V / Lot # R -a Builder OpIJJ cite, The following Building Code deficiencies are required to be corrected: 2 N° L , ;4‘ 4 .✓ pp G�..�,•.� " . chat. 100 AM A. lJi T - Ok- 11211°6 Presented toJ Approved Inspector Disapproved El Disapproved Date //Z of O S ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES , NO / Q C.L . u r Aye- w /re., 7' . AI .....P, F 7,4 4 ,v 7 v7 / ,/rrz r T C INSPECTION NOTICE Date ` l D 1 ¢� Time V M City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 6Pc4j a- ktT Date Requested ( L ii 1 1 . ( / 0 5 D Time 4M P.M. Address IS (C d i 1o r Permit # n4- - Subdivision ^f Lot # �� Builder (m,2_ gc , The following Building Code deficiencies are required to be corrected: MO \10-17 Or o � N ..' -- Foto Utt7� ltil►N - IZ�� V s _,-_Lk.,&14: __(_________0 Presented to ( ' L El Approved fi Inspector ❑ Disapproved Date Gi 1 ( (O5 proved w/Correction CALL FOR REINSPECTION DYES ! Call -in °l INSPECTION NOTICE Date Time 1 I ' 4 City of Tualatin Building Division 18880 SW Martinazzi Avenue tp Tualatin, Oregon 97062 1 0 Inspection Line: 503.691.3040 / 4 Office: 503.691.3044 /2/ Type of Inspection $0 CT ' 44,,z4 Date Requested ( I 3/6(f � Tiimep2 GOA.M. dp Address 7, 15 S 1 00 g, it71 p I�/ Q Permit # d — i Subdivision SP if Lot # g.-2_ Builder cPt (514 e_ The following Building Code deficiencies are required to be corrected: 611 \i ... N{ V 0 Presented to Approved Inspector & ) / 2 Z ) W Cl Disapproved Date /70s D Approved w /Correction CALL FOR REINSPECTION i 9 ; 4 �i ❑YESO • Cate Call-in 1 f Z�) INSPECTION NOTICE 11 Time City of Tualatin Building Division 4S/7 ,i ,10 / 1 " 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 _ a S Office: 503.691.3044 e UtY Type of Inspection , 1' a ,51 T 1 f Z.. � rt _ �— Date Requested 11 3 ti 0 7 Time A.M. Z:2 Address - 733 I j ,',l9e' Permit# by -3L $ Subdivision O� -- Lot Z Lot # ? ∎ Builder opus 14, G vt.cAk St 1 - LtE 5 The following Building Code deficiencies are required to be corrected: moo . 76 o Presented to Approved Inspector c/ WADE ❑ Disapproved Date /7.7/ ❑ Approved w /Correction CALL FOR REINSPECTION _ s /: n ❑ YES KJ NO Call -in IL/ INSPECTION NOTICE Date ZS Time !O �A. City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 bo i( Inspection Line: 503.691.3040 / Office: 503.691.3044 Type of Inspection h re- 16,12 t "L') C__ Date Requested III 2C4 Cy %-1 Ti e A.M.)/ P.M. Address 7315 - A(A? -f '''Pr • Per i # OV 3yvg Subdivision R - . . B LJ .' rc3 Lot # Builder n p() j 6. -tc,h SI9.4G5 The following Building Code deficiencies are required to be corrected: ATE , eo. 8 . . 4f�z,., -.1, 1 s, .;mss Presented to Approved Inspector L ../&;420, Z�J�Ca� ❑ Disapproved Date fL�L9f bf ❑ Approved w rrection CALL FOR REINSPECTION , .> ' l O 3 — ❑ YES f<`J NO F ' / . Call -in INSPECTION NOTICE Date 121Z7( e Time 8 ,.I /tot City of Tualatin Building Division 18880 SW Martinazzi Avenue �O Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 S.. p'r 4 • r,� Type of Inspection 2 f; nn .,'Z G IS Date Requested 1247_7/6q Time f !. ' / P.M. Address R ..7w is fly ,EAn er Permit # 611 Subdivision Be ki '/ Lot # ( Builder OPUSI SAIL The following Building Code deficiencies are required to be corrected: CO/0C e, II: Oa Presented to Approved Inspector i 4174 04 0- Li Disapproved Date AO.? 44 ,‘ Ii Approved w /Correction CALL FOR REINSPECTION 5 = /Dr= EVES NO P.-',/—C- FT *Er,,- '. '" "" CITY" OF TUALATIN - BUILDING DIVISION PERMIT 18880'SW MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. Page 2 Application Number 04- 00003448 Date 12/03/04 Permit SQFT BUILDING PERMIT Additional desc . NEW BLDG SHELL Permit Fee . . . 1728.78 Plan Check Fee . . 1623.71 Issue Date . . . 12/03/04 Valuation . . . . 727766 Expiration Date . 6/02/05 Qty Unit Charge Per Extension BASE FEE 422.54 628.00 2.0800 THOU SQFT BLDG, VAL 100001 AND UP 1306.24 Special Notes and Comments NEW BLDG SHELL - R2 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 138.30 SURCHARGE -PLBG 20.56 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 691.51 Fee summary Charged Paid Credited Due Permit Fee Total 2193.78 2193.78 .00 .00 Plan Check Total 1823.16 1823.16 .00 .00 Other Fee Total 17592.37 17592.37 .00 .00 Grand Total 21609.31 21609.31 .00 .00 PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. r� �1 CITY OF TUALATIN 18880 SW MARTINAZZI AVENUE TUALATIN OR 97062 -7092 t r: 503 - 692 -2000 SANITARY SURFACE WATER PERMIT Date /0 ` 3 n 7 Water District 11u-4 Project No. Lot Block Of /4-1,4.477,40 1/ Owner Name ()&kc•� it; lam Owner Phone 553 - '7/ & I l Address /City /State /Zip /re"( ::U. /' 1 _- 2. //2 a / f , � r` l hi /e4 /7e Connection Address'3 - li' - e Tax Map Tax Lot Surcharge Dist. Treatment Plant ILIM Qtr Sec Upstrm MH Type of Connection \-u -t- Type of Installation Type of Occupancy t--041 Connection Fees: Residential Commercial Dwelling units Fixture units " Service units Impervious sq ft Miscellaneous 'y5 Sewer connection .`' Surface Water Systems Development Fees: Water Quality Less credit < > Water Quality Less credit < > Expiration Date Issued By Signature , f. ( App Phone App Name Affiliation Remarks Permit conditions: The applicant agrees to comply with all the rules and regulations of Clean Water Services. When calling for an inspection, please refer to the Permit Number. The Permit expires one hundred eighty (180) days from the date of issuance. The District does not guarantee the accuracy of the location of side sewer laterals. CLEAN WATER SERVICES 155 N. First Avenue, Suite 270, Hillsboro, Oregon 97124 (503) 846 -8621 Frm /SaniWtr Permit (7/2002) WHITE - C.O.T. YELLOW - Accounts PINK - Inspection GOLD - Customer � • oPus OPUS NORTHWEST, L.L.C. OR CCB #105336 1000 SW Broadway, Suite #1130 Portland, OR 97205 Phone (503) 916 -8963 Fax: (503) 916 -8964 TRANSMITTAL Date: December 3, 2004 To: City of Tualatin Bridgeport Village 18880 SW Martinazzi Avenue Tualatin, OR Tualatin, OR 97062 -7092 Attention: Jerry Wade We are sending: [X] Attached [ ] Under Separate Cover [ X ] Hand Delivered [ ] Sent (Courier, Fed X, UPS, U.S. Mail) The Following: [ ] Copy of Letter [ ] Prints [ ] Plans [ ] Samples [ ] Specifications [ ] Shop Drawings [ ] Change Order [ ] Sepias [ ] QUANTITY DATE DESCRIPTION 1 Village Building "R2" — Building Permit Check — $17,242 Actual permit fee's = $16,742 Apply - $500 to building H plan review 3 yy These are transmitted: _ For Approval _ Approved _ For Your Information _X_ For Your Use _ Approved As Noted _ For Bids Due X As Requested _ Not Approved _ For Review and Comment Notes: cc: OPUS NORTHWEST, .L.C. ,4e // Am Sheppar• 1 TRI- COUNTY ` R SERVICi CENTER Building Permit Apphcatio _ OFFICE `USE ONLY' ...� _ • ` °% Date rece % - a - .� y�� Jurisdiction: City of Tualatin 6 tO P ermit no.: .' P ro ect/a I no.: x i te: Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 J pp P "'�""'• Phone: (503) 691 - 3044 Fax: (503) 692 - 5421 Date issued: / •• ' ©J Clackamas Internet address: www.ci.tualatin.or.us By: Receipt no7 Multnomah Case file no.: —` Payment typeeit„ -- 1 Washington C O U N T I E S Land use approval: 4 1 &2 family: Simple Complex : ---- ---,_ TYPE OF PERMIT J 1 & 2 family dwelling or accessory numerci 1 Multi- family % New construction ❑ Demolition . Addition/alteration/replacement ❑ Tenant improvement ire sprinkler /�aiam.. ❑ Other: . . JOB SITE INFORMATION Job address: iumwmirroir.,1 Bldg. no.: ' - 2. Suite no.: Lot: Block: Subdivision: O Tax map /tax lot/account no.: Project name: de, /ri or U L C ((,� _ Description and location o k on premises/special conditions: (.1-7).S fe • /n, r V/ (r e/1 OWNER FOR SPECIAL INFORMLATION, 1.'SE CHECKLIST Name: n u S I LL-e, (Floodplain, septic capacity, solar. etc.) - -.- Mailin address: /O4 G /) 4,e34,61h `x//130 1 & 2 family dwelling: City: j�Q f- L State:04I ZI 97,104 Valuation of work $ Phon4J /6 _jb3 Fax: E -mail: No. of bedrooms/baths Owner's representative: ,,' . / e,,h� Total number of floors Phone: Fax: E -mail: New dwelling area (sq. ft.) APPLICANT Garage/carport area (sq. ft.) Name: . 71"'). - C s •-1-f ` a Covered porch area (sq. ft.) Mailing address: L 79 ` a 4 i Deck area (sq. ft.) City: „,, Other structure area (sq. ft.) Phone: i 0 t►, i Fax: E - mail: Commercial/industrial/multi family: ��,, CONTRACTOR Valuation of work $ /al 3.-(/ Business name: L • r • Existing bldg. area (sq. ft.) ' New bldg. area (sq. ft.) Address: 5 4 t Number of stories 1 j� City: , r / 1 - Stat:4111iNl ri ./� I' M Type of construction ..— Phone MO Fax: E -mail: CCB no.: ca 1 Occupancy group(s): Existing: New: Cityimetro lic. no.: I Notice: All contractors and subcontractors are required to be ,.::::: :T /DESIGNER licensed with the Oregon Construction Contractors Board under • ' INF provisions of ORS 701 and may be required to be licensed in the Address: y f +�j'�I�� jurisdiction where work is being performed. If the applicant is City: d� 4 �� ZIp r 40 , a exempt from licensing, the following reason applies: Contact perso b e eLreu.rfas Ian no 3" ' a e( — yr.% Phone: 0 J il„, Fa:16Zp - DS ENGINEER OFFICE USE ( 1 V Name: --A/4,4/C-- !Contact person: e° ulypfilidsp4 tto • �a , i9r1tn hriiA Address: morl {� a t e r !tt t �� ., � ,. � h a � t � e � rec cued � ipt-ti 4 'F'�1" i City: 'State: jZ1P: . 2flb t'tffttlitniVeC)O1 t1 lU ( i � �al� ' g }91�E 7 Phone: Fax: E-mail: I lid Dn!lftBV�'a r o tt.se eau G +.a .1nf.tr.aaMa• ^asi.ataaaar.utitu.n.•w.; i I hereby certify 1 have read and examined this application and the 1'10 1610i N. ali ! .n."'! t 't c a r cards. p aae a urisdi on for m Information P governing .tiro 9: it atOrQssi16ntbro r9f 1 O vns t� 9DO ;;it I attached checklist. All provisions of laws and ordinances ovemin this work will be complied w th, eth r s.ecified herein or no / I/(L{ Credit card number: 38: to r c....0' I / r 4 4 �/ [ l I V 1 spires sig at ll I _.' // .7. /Leiil ate: Name of cardholder as shown on credit card Print name: / � A ( __ _ S , • B ; r sn Lardh old et. siyuaue.._. - Am0or .Notice: This permit application expires if a permit is not obtained wit "/80 days after it has been accepted as complete. 4404613 (bvWCOM) !i - oZ - V ,eij/r' 4/ //a 'O 4 A✓ /e . • -r .1� C.(,--t/ s : i ' //31-3- , 7 - 7c5-e , F / -,q- o5 -_ ' - s °s - /ev � /a s�a�...e" ') e/.5' 3 `/ . , -c.,./ G . / 6"1 �,a e, er:r,C, /42 2 .'42d 9. v 7 f v /, 4 7o!✓ �r7/ ,eGS / —/ r- e;5". 41 ,:e; 0 4 , 2? 1 /I L L I--1 ... , , .t.f The issuance of a permit based on the plans, specficatons, and other data shall not prevent the Building Official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on there under when in violation of this code or any other ordinances of this jurisdiction. See :. , n 105.3.1 of IBC. S By...‘,,, � �mi{�lo: a o -'398 CITY OF TUALATIN - BUILDING DIVISION PERMIT 18880 SW MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 } INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. Application Number 04- 00003448 Date 1/27/05 Property Address 7315 SW BRIDGEPORT RD BD R2 TAX ACCOUNT NUMBER . 2S1W13AC01201 ALTERNATE ID 01252500 Tenant nbr, name BPV - R2 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 727766 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 9723.00 Permit FIRE SPRINKLER PERMIT Additional desc . FIRE SPRINKLER Permit Fee . . . 113.35 Plan Check Fee . . 73.68 Issue Date . . . 1/27/05 Valuation . . . . 12336 Expiration Date . 7/26/05 Qty Unit Charge Per Extension BASE FEE 37.45 11.00 6.9000 THOU BLDG, VAL 2001 -25000 75.90 Special Notes and Comments NEW BLDG SHELL - R2 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 138.30 SURCHARGE -PLBG 27.76 SURCHARGE -FIRE SPRINKLER 9.07 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 691.51 FIRE LIFE SAFETY S 45.34 Fee summary Charged Paid Credited Due PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. CITY OF TUALATIN - BUILDING DIVISION PERMIT 18880 SW MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. Page 2 Application Number 04- 00003448 Date 1/27/05 Permit Fee Total 113.35 113.35 .00 .00 Plan Check Total 73.68 73.68 .00 .00 Other Fee Total 17653.98 17653.98 .00 .00 Grand Total 17841.01 17841.01 .00 .00 PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. , Nkko R . - ,„ - giAkLeit___ TRI- COUNTY SERVICE CENTER Building Permit Application o Date receive// 69- . -M7 Jurisdiction: City of Tualatin d 6 o Permitno.: Address: 18880 SW Maninazzi Ave Tualatin, OR 97062 Project/appl. no.: �Expi te: ..;...4.,,,/ Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued:, d 7' O 5 By: Receipt no7 GZ Clackamas Internet address: www.ci.tualatin.or Multnomah Case file no.: ' Payment type Washington C O U N T I E S Land use approval: mr----- I &2 family: Simple Complex:. TYPE OF PERMIT 0 I & 2 family dwelling or accessory 'ommerct. Ii. :. ..1 Multi - family % New construction ❑ Demolition , 0 Addition/alteration /replacement 0 Tenant improvement ire sprinkler /44arm ❑ Other: . JOB SITE INFORMATION Job address: . • Fart- Bldg. no.: R _ Suite no.: Lot: Block: Subdivision: �'"` " Tax map /tax lot/account no.: Project name: f i 1/ ( r • Description and location o ork on premises/special con i't1 Lions: (4!. atg (� /J � c/l- r ea2 Cj ga OWN(•:R FOR SPECIAL INFORMATION, USE CHECKLIST Name: O PU S u � l - (Floodplain, septic capacity, solar, etc.) Mailin address:VON, G Qi 5f / /3o 1 & 2 family dwelling: City: t j � „ O IState: 97010.1' Valuation of work S Phone,J.y /b_ b. Fax: E -mail: No. of bedrooms/baths Owner's representative: .' j i hpel Total number of floors Phone: Fax: E -mail: New dwelling area (sq. ft.) APPLICANT Garage/carport area (sq. ft.) Name: C t, ` t Covered porch area (sq. ft.) Mailing address: Li 79. ` ■ - Deck area (sq. ft.) City: C"_ J NIMT,agzim, Other structure area (sq. ft.) Phone: i di _. •. i Fax: E -mail: Commercial/industrial /multi- family: '' .,, CON7 RACTOR Valuation of work $ a 3._12 Business name: Existing bldg. area (sq. ft.) Address: New bldg. area (sq. ft.) la, 1 Number of stories 1 fj-- r , r / _ /M111111121 ZIP: diMMFM11111 Type of construction . 2 r - Fax: t E -mail: Occupancy group(s): Existing: CCB no.: s New: Cityimetro lic. no.: d Notice: All contractors and subcontractors are required to be ,..:C::::: ::T /DESIGNER licensed with the Oregon Construction Contractors Board under MM i/ provisions of ORS 701 and may be required to be licensed in the Address: AP jurisdiction where work is being performed. If the applicant is �rv/_��l � m 'Emjt= ZIP: r , A exempt from licensing, the following reason applies: Contact persoraism ede,.r 0* 'Ian no - ,1„ ' 641 - ZL96 Phone: j� y £, F ?”, - DSO E -mail: ENGINEER Of ( •'!('I1 t 5!: (•`;I 1' Name: -',44M- I Contact person: e �p 4 i , g • i'• , `grit!? ht1C, Address: T01 f' Fe ' / �Jtt� °+�9tlf#1�•�iflf, ate rec rued: City: State: ZIP: • ' ' nt ' s" rr,, ii �tfl lUp��Y1 Phone: Fax: E -mail: „ t ?iud pfttlfl9V&1Q 7LJ r • PYo }e cha lee. " - weursomeme.e ne:,ess. e ta r -'au nom. a u: a�.utin t aaF.; I hereby certify I have read and examined this application and the fOit610i , , nil ' 1 1 'a. "'' r 'tc e•t cards. p' ue 1urn,di lob f «m [ P governing .t;to ! 9 Y IJt akt reaSt1stt1b10 1 ` C t` 9 D O . d attached checklist. All i provisions of laws and ordinances A 1 overnin this e. work will be complied with, eth• r s.ecified herein or not Credit card number: 38: � f ,1 * 4 ,z' 4 r le / 3 / V /� � spares Authorized / sig 41 ,�� f _ 71....- ' .�� ate: Name of cardholder as shown on credit card H Print name: atlINWAI � � / . . 4 ( ' l : r ` aidhotde[.asoaaue — — • - - -• -- - • --Ammer a Notice: This permit application expires if a permit is not obtained wit , n 18D days after it has been accepted as complete. 440-4613 (6/00/COM) v O____________ , -' 6 - - e // - 02 - .%,1 /4 1.0-iveor., /t .. ,,a -/ ..f-".r7 t C7 G 1 ,_ , 0 , iik,i� /t T`e -7- . S «two /� 3:56- .� �� - -ti jL� -�iz�l w�/ _'J-� ( P //3, - S /_ /4 ° ss /e /. so, - . 7/<' spa.- ,��. -/ s , 3 � . l' G ,mac.... -7 . dN wA7 e Z, ,42, 0 9 . v 7 0 Z�,� / /� The issuance of a permit based on the plans, specifications, and other data shall not prevent the Building Official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on there under when in violation of this code or any other ordinances of this jurisdiction. See • n 105.3.1 of IBC. G % a✓�i"stl—• ioy-395‘8 iI,CITY OF TUALATIN - BUILDING DIVISION PERMIT 18880 SW MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. Application Number 04- 00003448 Date 1/27/05 Property Address 7315 SW BRIDGEPORT RD BD R2 TAX ACCOUNT NUMBER . 2S1W13AC01201 ALTERNATE ID 01252500 Tenant nbr, name BPV - R2 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 727766 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 9723.00 Permit FIRE SPRINKLER PERMIT Additional desc . FIRE SPRINKLER Permit Fee . . . 113.35 Plan Check Fee . . 73.68 Issue Date . . . 1/27/05 Valuation . . . . 12336 Expiration Date . 7/26/05 Qty Unit Charge Per Extension BASE FEE 37.45 11.00 6.9000 THOU BLDG, VAL 2001 -25000 75.90 Special Notes and Comments NEW BLDG SHELL - R2 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 138.30 SURCHARGE -PLBG 27.76 SURCHARGE -FIRE SPRINKLER 9.07 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 691.51 FIRE LIFE SAFETY S 45.34 Fee summary Charged Paid Credited Due PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. CI'T`Y OF t - BUILDING DIVISION PERMIT 18880 SW MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. Page 2 Application Number 04- 00003448 Date 1/27/05 Permit Fee Total 113.35 113.35 .00 .00 Plan Check Total 73.68 73.68 .00 .00 Other Fee Total 17653.98 17653.98 .00 .00 Grand Total 17841.01 17841.01 .00 .00 PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. fFFUr'F rr p y TRl -COUNT SERVICE CEPIIcK Auilding Permit Application k t., , /4,-....'".!;.1,,,,:?.. :i City of Tualati Date received. i�` 7.04/ Permit no.: ' ytir ry ^ - Project/appl. no.: Expi e: [ „ Address: 18880 S W Martinazzi Ave Tualatin, OR 97062 Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: P - 3.p 4 Byr I Receipt no.: p Clackamas Internet address: www.ci.tualatin.or.us Multnomah Case file no.: N Payment type: Washington - C O U N T I E S Land use approval: 1&2 family: Simple Complex: •11 PE. OF PFRNII i E , & 2 family dwelling or accesso i•=1 Commercial/industrial Fe Multi - family 'b New construction ir Demolition CO Addition/alteration /replacement I� iI - r: t . s , El Fire sprinkler /alarm [D Other. Job address: 7315 SW Bridgeport Road Bldg. no.: R2 Suite no.: — Lot: [ Block: [Subdivision: Bridgeport Village I Tax map /tax lot/account no.: Project name: Bridgeport Village Building "R2” Description and location of work on premises/special conditions: Construction of new shell building "R2" OM NFR FOR SPECIAL INFORMATION. USE CHECKLIST Name: Opus Northwest, L.L.C. (Floodplain, septic capacit), solar, etc.) Mailing address: 1000 SW Broadway, Suite 1130 1 & 2 family dwelling: City: Portland I State: OR I ZIP: 97205 Valuation of work S Phone: 503-916-8963 +Fax: 503 - 916-8964 IE -mail: No. of bedrooms/baths Owner's representative: Mike Nichols Total number of floors Phone: 503 - 207 ax: 503 - 7131 E - mail: New dwelling area (sq. ft.) Garage/carport area (sq. ft.) Name: Opus Northwest, L.L.C. Covered porch area (sq. ft.) Mailing address: 1000 SW Broadway, Suite 1130 Deck area (sq. ft.) City: Portland I State: OR I ZIP: 97205 Other structure area (sq. ft.) Phone: 503 Fax: 503 - 916 - 8964 E - mail: Commerciial/industriaUmulti family: d CONTRACTOR Valuation of work $ Business name: Opus Northwest, L.L.C. Existing bldg. area (sq. ft.) Address: 1000 SW Broadway, Suite 1130 New bldg. area (sq. ft.) 723 SF Number of stories i SToRY City: Portland I State: OR I ZIP: 97205 Type of construction 1E , Q Phone: 503 916 - 8963 I Fax: 503 - 916 I E - mail: Occupancy group(s): Existing: CCB no.: 105336 New: /11 City/metro lic. no.: Metro #7816 Notice: All contractors and subcontractors are required to be ARCHITECT /DESIGNER licensed with the Oregon Construction Contractors Board under Name: Opus Architects & Engineers, Inc. provisions of ORS 701 and may be required to be licensed in the Address: 10350 Bren Road West jurisdiction where work is being performed. If the applicant is City: Minnetonka I State: MN I ZIP 55343 exempt from licensing, the following reason applies: Contact person: Larry Everson Plan no.: 3059 Phone: 952-656-4444 Fax: 952 - 656 -4529 E-mail: Name: Opus Architects & Engineers Contact person:Mike Lederle Fees due upon application Address: 10350 Bren Road West Date received: City: nninneronrta (State: Mry ZIP: 9 5343 Amount received S Phone: 952.656 -4444 I Fax: 952 - 656 -4529 I E -mail: Please refer to fee schedule. I hereby certify I have read and examined this application and the Not all jurisdictions accept credit card., please call jurisdiction for more information. attached checklist. All provisions of laws and ordinances governing this u Visa U MasterCard work will be complied w' , wh cr specif :d in or not. Credit card number: / / ff+ MC er Expim Authorized signatur /N Date: 927- Name of cardholder as shown on credit card Print name: Sl'irl Sfh6 at-e0 Cardholder signature 5 Amount Notice: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. 4+04613 (6/O0/COM) 1 � OFFICE COPY C ` �..' t �� r p Oyu Department of Environmental Quality 7 e T l - d F i 1 Vg n Northwest Region Portland Office ti� _ '/4 : . ""' ;' y � 2020 SW 4 "'Avenue, Suite 400 sr r .. ` / Theodo Kulongoski. Governor Portland, OR 97201 -4987 • [:ii -I (503) 229 -5263 FAX (503) 229 -6945 December 1, 2004 TTY (503) 229 -5471 Paul Trone John Drentlaw GeoDesign, Inc. Opus Northwest, LLC 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsite Portland, OR 97224 17001 SW 72 Avenue Tigard, OR 97224 Robert Davis Washington County 155 N. First Avenue, Suite 300 Hillsboro, OR 97124 -3072 RE: Former Durham Quarry/Bridgeport Village Development DEQ Approval of Plans and Specifications for Building R2 DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building R2 at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building R2 plans and specifications were dated November 3, 2004, and November 4, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. DEQ has noted that the vent spacing in Drawing V -1 does not meet the specification for placement of no more than 25 feet from any portion of the foundation. The corners of the building at gridlines E -7 and D.1 -8 are more than 25 feet from the vents. DEQ requests modification to the ventilation piping layout such that these areas are within 25 feet of the vents. Please modify Drawing V -1 as appropriate and re- submit to DEQ for the project file. Please feel free to call me at 503 - 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, Jill Kiernan, P.E. Senior Project Engineer cc: Tim Spencer, DEQ Renee France, Ball Janik Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright Tremaine Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin OFFICE COPY 1997 UNIFORM FIRE CODE Tualatin Valley Fire & Rescue Fire Prevention 4755 SW Griffith- PO Box 4755 - Beaverton, OR 97075 (503) 526 -2459 -FAX: 526 -2538 Building Survey Report FMZ: (to be filled out by TVF &R) Code Edition: 2003 IBC Name of Facility: BRIDGEPORT VILLAGE Name of Building: VILLAGE BUILDING - R2 Address: 7315 SW BRIDGEPORT ROAD TIGARD OREGON 97224 Owner: OPUS NORTHWEST, L.L.C. Telephone No. (503- 8963 Architect: OPUS ARCHITECTS & ENGINEERS, INC. Telephone No. (952) 656 - 4444 Architect Address: 10350 BREN ROAD WEST MINNETONKA, MN 55343 ITEM COMM DESCRIPTION I. Occupancy Type A2 Use Assembly (Restaumt) Capacity 613 2. Construction Type 2B Year Built 2004 3. Area (Sq. Ft.) Total 9188 Largest Floor One story bldg Basement None 4. Stories No. 1 Height 18' to roof deck No high rise 5 a. Exterior Wall Construction Metal studs, sheathing,' /I' stucco 2 hr rated at north wall h. Opening Protection 90 min at north wall, no protection required at south, east or west walls 6. Interior Wall Construction Gyp board on metal studs (ceilings by tenants) 7. Floor Construction concrete 8. Roof Construction Class C: TPO membrane, ri4id insul, metal deck, steel joists 9. Attic Draft Stops No. None 10 a. Occ. Sep. Wall Construction No. None Non - separated uses b. Opening Protection None I I a. Area Sep. Wall Construction No. None h. Opening Protection None 12a. Smoke Barrier Wall Construction No. One hour at Fire Control room b. Opening Protection 90 min at north wall 13a. Corridor Wall Construction None b. Opening Protection None 14a. Corridor Ceiling Construction None b. Opening Protection None 15a. Shafts No. None Type b. Opening Protection None Building Survey Report FMZ: (to be filled out by TVF &R) Page 2 of 2 Name of Facility : BRIDGEPORT VILLAGE - BUILDING "R2" ITEM COMM DESCRIPTION I 6a. Stair Enclosure No. None No stairs b. Opening Protection None No stairs 17. Stairs No. None No stairs 18. Ramps No. None 19. Interior Finish Class Room IF3 Corridor No corridor Exit Enclosure 1F3 20. Exits No. multiple See tenant plans 21. Exit Hardware Type Lever or panic 22a. Exit Signs/Illumination Battery back up b. Emergency Lighting Battery back up 23. Auto Sprinkler Coverage Yes Full 24. Standpipe Class/Locations None 25. Fire Alarm Type /Coverage 26. Heating, Ventilation & Air Conditioning 27. Electrical Installation 28. Stage /Platform None 29. Hazardous Area None 30. Other Fire Extinguishers provided Comments: Alternate Materials or Methods or Appeals TVF &R Use Only Inspected By: I Date No. Attachments Reviewed By: Date Updated BUILDING SURVEY REPORT �'i CITY OF TUALATIN F SHELL PACKAGE - Plan Review 18880 SW Martinam Avenue, Tualatin, OR 97062-7092 PHONE: (503) 692-2000 FAX: (503) 692-5421 Project: OPUS Northwest twit Item BRIDGEPORT VILLAGE laV)KA Target Buildings R -1 7 1-2 Date Requirements /Items GENERAL ADMINISTRATION: 1. Upon review of the Submitted documents, The drawings and related design documents for the proposed work was reviewed and FOUND TO BE IN SUBSTANDIAL COMPLIANCE with the International Building Code. This Plans Examiner has recommended to the Building Official the issuance of a building permit for the Shell portion of the project subject to the following: a This plan review letter becomes part of the approved plans and permit. Approved Plans and Documents must be kept on site. Construction must comply with all applicable current codes and national standards. b The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or approval of, any violation of any provisions of the International Building Code, 2003 Edition without Oregon Amendments, or of any ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on the plans, specifications and other data shall not prevent the Building Official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on there under when in violation of this code or any other ordinances of this jurisdiction. See Section 105.4 of IBC. This permit is valid for the SHELL ONLY! And does not cover any T.I. work which will be deferred under a separate permit request and additional review at a later date. Applicant acknowledges that additional AR / Land Use comments and conditions will be required to be complied with. c All conditions and comments of the City of Tualatin's City Planning AR 03 -009 & 0 -15; Engineering PFR Conditions are required to be met. d All code provisions, comments, and conditions as outlined and required by the Tualatin Valley Fire & Rescue Fire Marshal's Office Brochure (handout) shall be met PRIOR to a request for a final inspection of the project or temporary /permanent occupancy. e. Maintain Full Fire Dept. access to and around the construction site. Fencing with gated accesses shall be provided with Knox Padlocks. See also Chapter 33 of the International Building Code for additional fire protection during construction especially w/ regards to the fire hydrants and fire sprinkler system when being removed out of service. f. The Fire Sprinkler /Alarm life safety system shall be central station supervised at all times. A fire watch shall be continuously maintained when either the fire alarm or other life safety systems are not in service. The owner or service provider must contact the Fire District and formally notify when the fire/life safety systems are out -of- service. Call: TVF &R at (503) 612 -7000. A sign to this effect shall be posted at the equipment. Plans & Documents: 1. Changes or revisions to the project plans shall be submitted to the building division a minimum of two full weeks prior to the work proposed. All drawings shall be stamped & Signed by the project Architect or Engineer of Record. 2. The Electrical has not been reviewed by the City of Tualatin. See Washington Co. for review and approvals. 3. The Mechanical will be a deferred review under a separate permit. The same will be true on the Fire Sprinklers /Alarms. 4. Signage, Markings, & Labeling will be a deferred submittal package to follow at a later date. 5. DEQ & C -O -T Engineering has accepted the Methane Sub -Slab Venting System plans and technical drawings. See Ltr's. 6. Building Identification Required: All buildings or property shall display a permanent street number or other identifying data in a prominent location on the street side of the building or property and shall be of a highly contrasting color to the background to which they are attached. The scale of numbers shall be in scale in height of the building and be illuminated during the hours of darkness so that they shall be easily visible from the street. The same number shall also be displayed on the Fire Control Rm. Door. 1 of 5 OCCUPANCY — CONSTRUCTION —FIRE RESISTIVE ASSEMBLIES: A -2's & M - Mercantile, Const. Type: II B, Non - Combustible, The Wall Construction at the core hallway will be of 1 — Hour Fire resistive construction methods. 2- Hour walls on the northside of the buildings will be required between the Regal Cinemas and R -1 & R -2 Bldg's. 1. Structural Framework & elements, Exterior Walls & Openings, shall meet all of the Fire - Resistive requirements of IBC Chapter 6 and TBL -6 Gypsum Assoc. Fire Resistance Design Manual with WP -1200 Dtl's. Penetration to be as per chapter 7 IBC. 2. The Fire Sprinkler / Alarm Equipment Rm. Shall be of a min. of 1 — Hour Construction Assy's. IE: Walls and Ceiling or Deck/Floor above. 3. Fire stopping of these walls will be required. IE: U.L. Listed /Labeled Products along with Typical Fire -stop Applications as per Chapter 7 IBC. Pentration or to be as per Sect. 712. along with meeting ASTEM E -814, UL 1479 products w/ volatile organic compounds (VOC's) are to be nontoxic to the building occupants. 4 Fire stopping must be provided to cut off concealed draft spaces, in both the vertical and horizontal directions. IE: a.) From Floor to Floor Vertically at all the curtain walls or furred stud walls to the Upper Floor; b.) In concealed combustible spaces of stud walls and partitions, including furred spaces, so placed that the maximum dimension of any Concealed space is not over 10 Ft. and at the ceiling and floor levels; c.) Between Stair stringers at top and bottom and between studs along and in line with the run of the stairs adjoining the stud walls, If the walls Under the stairs are unfinished; d.) Other concealed spaces which may allow spread of fire such as chases, holes for pipes, behind furring strips, etc. Provide Details, Spec's etc. for review and acceptance. 5. Electrical Panels cannot be located within the 1 -Hr fire wall construction. They will need to be surface mounted. Common issues /problems encountered in 1 Hour Construction: a.) Make sure all wall and ceiling electrical penetrations are provided with rated boxes. (Mud rings alone are not allowed.) b.) All recessed Lights shall be boxed in 1 Hour enclosures. c.) Restroom fans and dryer vents shall run in 1 Hour chases extending to the outside. d.) All plumbing waste and vents shall be metal where wall penetrations occur. 6. Draft Stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings. IE: a.) Draft stops in a Fire Spklered shall be provided every 3000 sq. ft in area and a max. Of 60 ft. apart in floor - ceiling assemblies and attics. b.) If, an approved Full automatic fire sprinkler spray coverage is provided to reach all areas the draft stops maybe placed at 9000 sq. ft. in Area and with the greatest horizontal dimension maybe up to 100 Feet. c.) Floors shall be divided in 1000 sq. foot areas with no single dimension exceeding 60 feet. Provide Details, Spec's for review and acceptance. FIRE PROTECTION: 1. Fire Dept. Access and Water Supply comments and conditions w/ TVF &R — FMO Letters. Note: The City of Tualatin Engineering Div. has not yet accepted nor approved the MSTR. Water Plan at this time. TVF &R — FMO & C-O -T Bldg. Div. has not received nor reviewed the most current plan. Caution: IF, Low pressures or Low Flow are determined the need for Type II —B Construction vs V- B would be needed and/ or Campus Fire Pump or Building -by- Building Pum • . 2. The installation of the Public Fire service mains and appurtenances will be under review as a separate utilities public works permitting. 3. A fire flow test will be required on all newly installed Fire Hydrants. This testing will need to be preformed during the summer low flow period (Peak Shaving) to verify min. demand flows and pressures. 4. These building will be provided with both an automatic fire spklr system and a full fire detection /alarm system throughout the entire building area. 5. These systems will be bidder /design and will be deferred submittals to follow at a later date. 6. The Fire Sprinkler may need to have additional design features or approach due to the uncertain/ unknown available water system pressures and / or flow rates. At this time, I would Recommend that each floor piping system be of a looped system as well as looping the 1 st. and the 2 nd. Floor levels to • ether. 2 of 5 EXITfNG & EVACUATION — NON STRUCTURAL: 1. Both Buildings & the rear exit corridors Exit signs shall be installed at required exit doorways and where otherwise necessary to dearly indicate the direction of egress. 2. Current supply to one of the lamps for exit signs shall be provided by the premise's wiring system. Power to the other lamp shall be from storage batteries or an on -site generator. If, When power supply failure occurs, illumination shall be automatically provided from an emergency system where the occupant load exceeds100 for not less than 2 full hours. 3. Both Front and Rear Exit Court Exit ways are to remain unobstructed and maintained open and free of obstructions. 4. Additional Item maybe forthcoming under the T.I. Review and Approval Process 5. Door Hardware and types will be finalized and deferred to the T.I. portion of the project. 6. Pictogram /Braille/Tactile signage will be required for Exit Doors, Stairs; this will be a strong part of the signage package, which is a deferred submittal. 7. A Fire Department Key Box shall be provided at the Exit Court Gates as per the Fire District. FIRE EQUIP. / CONTROL'RM.: VALVE RM. 1. A separate dedicated fire sprinkler control room will be required. Control room shall have direct access from the outside with an exterior door with a minimum of a 3 -foot in width opening and 6' 8" in height man door. AHJ & TVF &R. A few of the Items are as follows: Do to the number of items to numerous to list all here please see also Attached Guidelines. 2. All fire sprinkler risers and fire alarm panels shall be located within this control room enclosure. Endosure shall be a minimum of 1 — Hr Fire Resistive Construction throughout. Including a rated ceiling assy. AHJ & TVF &R. 3. Room enclosure sizes vary based on the needed working clearances in and around the fire equipment. Verify and assure that all required working (proper) clearances are provided based on the manufacturer's installation standards for service/repair and replacement around each piece of equipment: IE. Sprinkler control valves, FACP, and other panel and associated pieces. 4. Fire Department access to the Front of the control room door (S) shall have a level working surface area at the door. No Steps or Landing. 5. The valve room shall be lighted interior and exterior, as well as heated. The source of heat shall be of a permanently installed type. Heat tape shall not be used in lieu of a heated enclosure to provide against freezing. NFPA 3- 2.4.2, SOG 7.1.28 6. In some cases emergency lighting shall be installed within the control room. 7. The FACP and Responder Ctrl panel shall be located within the control room enclosure. AHJ & TVF &R 8. A Smoke Detector shall be installed within the Fire Ctrl. Rm. enclosure as protection to the FACP units. NFPA 72 1 -5.6 9. Manual Fire Alarm - Provide a fire alarm box to initiate a fire alarm signal. This fire alarm pull station shall be located at the control room at the fire sprinkler riser area. NFPA 72 3 -81.2 The Control Rm. Shall be provided with Fire Spkler protection and coverage. NFPA 72 1 -5.6 10. An approved audible/visual fire sprinkler flow alarm shall be provided on the exterior of the building in an approved location (adjacent to the ctrl room door). 11. A fire department "Knox key Box" for building access will be required at two locations for this building. l at the Ctrl. Rm. & 2nd. At the main door. 12. Contact the Fire Marshal's Office for an application, instructions, and the accompanying sheets regarding the placement, along w/ the red alert decals (Door Stickers) for posting. 3 of 5 STRUCTURAL: 1. Special Inspection will be required for this project. Complete and submit to the City of Tualatin's Special Inspection Agreement for the Building Official's review and acceptance. OSSC Chapter 17. Note: Item 7 of the Agreement — Most Contractors seem to stumble over this requirement at the time of the Final Inspection request. Special Inspection of the Roof and Roof Deck will be required. AHJ 2. In addition to the Special Inspection, Structural Observation will be required by the Project Engineer of Record to verify all the fieldwork. All the provisions of OSSC Section 1702 shall be met. 3. All Deferred Shop Drawings and Documents shall be submitted to the Executive Architect and the Engineer of Record who shall then review them and then forward them on to the Building Official with a Notation or Shop Drawing Stamp indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall not be installed until the Building Official has approved their design and submittal documents. OSSC Sec. 106.3.4.3 4. At this time the Building Official has not received the required information on the Shop Fabricators and their qualifications for acceptance as an Approved Fabricator. OSSC Section 1707.7 5. Prior to Conc. Slab pour. A Certification Letter will be required stating acceptance by DEQ on the sub - slab venting. MECHANICAL - HVAC: 1. This will be a deferred submittal with a separate permit and review. Your reviewer will be Mike Little, Mechanical Plan Checker and Inspector. He can be reached at 503 - 691 - 3041 or mlittle@ci.tualatin.or.us PLUMBING: - 1. This will be a deferred submittal with a separate permit and review. Your reviewer will be Mike Cocharo, Plumbing Plan Checker and Inspector. He can be reached at 503 -691 -3043 or mcocharoc ci.tualatin.or.us ACCESSIBILITY: 1. This facility shall comply with Chapter 11 of the State of Oregon Structural Specialty Code (OSSC) as well as with the American Disabilities Act. (ADA) This building shall be accessible and usable by persons with disabilities. ORS. 447.220 2. If, or during an actual building emergency TVF &R would us there Incident Command Manual (ICM) and their Operational Guideline (OG) IE: ICM -OG Series 3001 for Building Evacuation as meeting an interpretation of Section 1107.1, Exception 1.2 of the '98 Ed. of OSSC as accepted by the Oregon Disabilities Commission back in Jan. 1999. 3. Braille/Tactile /Pictogram Signage will be required throughout the building. Signs which designate Exit Doors, Stairs, Restrooms, permanent rooms, and spaces are required to be English, Braille, Tactile and Symbolically meeting grade 2 standards. Non -Glare finish with characters and symbols that contrast with their background and mounted so a person may approach within 3 inches of the signage without encountering protruding objects or standing within the swing of the door. A signage package should be developed and submitted for review and approval. 4. Controls, Operating Mechanisms and other Hardware, including switches of control lighting and ventilation, electrical convenience outlets in accessible spaces, along accessible routes, or as parts of accessible elements shall comply with Section 1109.3. 5. Front desk areas, all tables, service and coffee bar, counters condiment areas, tableware, beverage dispensers, etc., shall; meet the requirements for height and reach as per Section 1109. 6. Combination High/Low Accessible Drinking Fountains shall be provided. 7. Sidewalk Curb Cuts will be needed at the HC "s access aisle between the Parking spaces. On each side of the building. ENERGY CONSERVATION: Energy Documentation & Forms; 1. C -O -T has accepted the State Approved Computer Program & Format. 4 of 5 1. The Electrical has not been reviewed by the City of Tualatin. Electrical Permits, Plan Reviews, and Field Inspections will be preformed and conducted by Washington County Building Department — Electrical Division. Submit plans to the county for review and approvals. 2. The Contractor will be required to submit a copy of the Electrical Plan Check Letter and all field inspection reports regarding any needed electrical corrections and comments to the City Building Division. 3. A Fire /Life Safety review will be required by the City of Tualatin on the Fire Alarm System as a deferred review. 4. Grounding Electrode & Bonding of the building electrical system will be required. The Uferd grounding is made to the steel reinforcement of the concrete footings of the building at the electrical equipment. There maybe a need form more than one location and types of grounding methods. Provide a building specific Grounding detail and any supplemental notes which would be needed to conduct an inspection by both the building and electrical inspectors. ACCESS to SWITCHBOARDS & PANELBOARDS: 1. General — workspace around switchboards and panel boards shall be provided and maintained as required by both the Electrical and Fire Codes. Such spaces shall not be used for storage. UFC 8509.1 2. Panels or Switchboards Shall not to be placed or located within a Fire Rated Wall Assembly. To be Surface mounted only. 3. Electrical Boxes for Outlets and Switches placed in a Fire Rated Ass'y shall be provided with UL Listed Putty Pads. 4. Access: A Clear and Unobstructed means of access with a min. width of 30 inches (762 mm) and a minimum height of 78 inches (1981.2 mm) shall be maintained from the operating face of the switchboards or panel board to an aisle or corridor. UFC 8509.3 5. Labeling: Adequate Lighting by natural or artificial means shall be provided. Artificial shall be in accordance with Article 90, Standard i.11. 6. All Exterior Doors and Access points shall be illuminated during the hours of Darkness. 7. Open Parking Lots, and access thereto, providing more than 10 parking spaces and for use by the general public, shall be illuminated during the hours of darkness. STATE CERTIFIED PLANS EXAM ..., 4531 PE If you have any questions or comments please feel free to contact me at 503 - 691 -3046 or jwade 7,, Jerry D. Wade, Plans Examiner/Bldg. Insp'or, 09/30/04 4537PE 4084SI 5 of 5 OFFICE COPY Envelope Compliance Test Results Bridgeport_Villlage_- _Bldg_R2, Project Summary Information Project Name Bridgeport_Villlage_ _Bldg_R2 Address City /State /Zip Tualatin, OR Contact Name Roger Fricke Contact Phone 503 - 916 -8963 Project Description Climate Zone 1 Description Conditioned Floor Area (ft2) 9188 Gross Wall Area (ft2) 9058 Window Area (ft2) _ 1656 Window Wall Ratio _ 0.18 Gross Roof Area (ft2) 9188 Skylight Area (ft2) 0 Skylight Roof Ratio 0 Gross Door Area (ft2) _ 648 Compliance Summary PASSES Miscellaneous Space Requirements Space Name Over 70% of space served by economizer? Windows utilize shading devices? • First Floor NO NO Fenestration Performance User Name U- Center U- Overall SC- Center SHGC Glass Color Glazing - User Defined 0.29 0.47 0.44 0.38 Clear Glass_Door - User Defined 0.29 0.66 0.44 0.38 Clear Exterior Door - User Defined 0.00 0.22 0.00 0.00 n.a. Roof and Floor Insulation Description Surface Type User Name R- cavity R- sheathing Roof Roof n.a. 25.0 Wall Insulation Description Surface Type User Name Material R- cavity R- sheathing , Wall, above grade Exterior Wall Metal Framed 19.0 n.a. Slab Floor Insulation Description Surface Type User Name Insulation R -value Insulation Position Slab Floor_Slab n.a. None CodeComp 09/28/04 Page 1 Envelope Compliance Test Results Bridgeport_Villlage_ _Bldg_R2, Project Component Descriptions Fenestration Description* User Name Opening Type I Class Frame Type Glazing Window Fixed Aluminum without Thermal Break Glass_Door Glass Door Swinging Aluminum without Thermal Break Exterior Door Opaque Door Swinging n.a. * Manufacturer's Specification sheet shall be provided when using tested glass U- factor or shading coefficient data (center -of- glass values) with this Output Report. Include NFRC data for window assembly U- factor and SHGC when applicable. Exterior_Wall Description _ Description R -value _ User Defined * Wall Metal Framing 2x6 16" o.c. R -19 7.1 - Gypsum plaster, lightweight aggregate 0.625" 1 0.39 - * Documentation supporting User Defined input values shall be provided with this Output Report. Roof Description _ Descri tion R -value User Defined * Roof /Floor Metal Truss > =4' o.c. R -25 20.3 - , Documentation supporting User Defined input values shall be provided with this Output Report. Shading Device Descriptions CodeComp Summary 1 Cooling Loads (MBtu/y) Heating Loads (MBtu/y) I Space l Baseline Proposed Baseline Proposed First_Floor 189 167 102 96 Total 189 i 167 102 96 Project Space(s) Descriptions First_Floor Descriptions OSSC Occupancy M - Retail/Mercantile Occupancy /Use _ Markets _ I Conditioned Floor Area (ft2) 9188 Gross Wall Area (ft2) 9058 Window Area (ft2) 1656 Window Wall Ratio _ 0.18 Gross Roof Area (ft2) 9188 Gross Skylight Area (ft2) 0 Skylight Roof Ratio 0.00 Gross Door Area (ft2) 648 Surfaces User Name _ Type Gross Area Orientation Construction _ ' Notes ** Floor_Slab Slab 498 n.a. Floor_Slab n.a. West Wall 1159 West Exterior_Wall n.a. North Wall 3343 North Exterior_Wall n.a. South Wall 3341 Southeast Exterior_Wall n.a. East Wall 1215 East Exterior n.a. Roof Roof 9188 n.a. Roof Total 18744 J * If surface type is slab, value entered under Gross Area will be lineal feet of slab perimeter. ** Demising is a component separating conditioned from either unconditioned or semi - conditioned spaces. Examples may include: wall between office and warehouse, floor above crawlspace, and floor above parking garage. O enings User Name yI Type Area Orientation Fenestration • Parent Surface Notes Windows Window 150 West Glazing West n.a. Glass_Door Glass 48 West Glass_Door West n.a. Door Exterior_Door Opaque 96 North Exterior_Door North n.a. Door CodeComp 09/28/04 Page 2 Envelope Compliance Test Results Bridgeport_Villlage_- _BIdg_R2, Glass_Door Glass 384 Southeast Glass_Door South n.a. Door Windows Window 1041 Southeast Glazing South n.a. Windows Window 465 East Glazing East n.a. Exterior_Door Opaque 24 East Exterior_Door East ' n.a. Door Glass_Door Glass 96 East Glass_Door East n.a. Door Total 2304 Software Components Information Component Version Date CodeComp.EXE 4.02 9/23/2003 eaDataStructureCodeComp.DLL 1.01 9/23/2003 eaCodeComp.DLL 1.01 9/23/2003 CodeComp 09/28/04 Page 3 Fire Marshal's Division Offices TV � '+ f D 4 / North - 14480 SW Jenkins Rd., Beaverton, OR 97005, (503) 356 -4700 Tualatin Valley South - 7401 SW Wash Ct., Tualatin, OR 97062, (503) 612 -7010 Fire & Rescue Fire Flow and Hydrant Worksheet This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) before any permits for new building construction, building expansion or fire hydrants will be issued by any building department within the TVF &R District. See the instructions for assistance completing this form or call one of the above numbers. Preparer Information Preparer Name: Jim Sheppard for Opus Northwest L.L.C. Phone:1503- 670 -7301 I Fax:1503- 670 -7131 Architect I Engineer of Record: 'Opus Architects & Engineers Inc. Phone:1952- 656 -4444 ' Fax: 952-656-4529 General Building Information Project Name: Bridgeport Village - Building "R2" Project Address: 7315 SW Bridgeport Road City: [Tigard County: [Washington I Zip:197224 Construction Type(s): Type II One - hour or Type III One - hour Total Bldg Area: [ 9,723 sqft Total Fire Area: 9,723 sqft Bldg Fire Flow: 1420 Gallons Per Minute Describe Fire Area: (if more than one fire area, include an 8 1/2 x 11 or 11 x 17 drawing indicating the various fire areas) Type of Occupancy or Use of Building: [Type M, A -2 - Retail & Restaurant A. Single Occupancy Hazard (If using Item A, DO NOT use Item B) Al Building Fire Flow I 1420IGPM A2 Occupancy Factor I 1 A3 Required Fire Flow I 1420IGPM Use Either Item A Above or Item B Below, But Not Both B. Multiple Occupancy Hazard (If using Item B, DO NOT use Item A) B1 Determine percent of each occupancy hazard in the fire area. Occupancy Hazard Class Fire Area I Total Fire Area Percent of Fire Area Light Hazard 0 SF / 9,723 SF x 100 = 0 % Ordinary Hazard Grp 1 0 SF / 9,723 SF x 100 = 0 % Ordinary Hazard Grp 2 0 SF / 9,723 SF x 100 = 0 % Extra Hazard Grp 1 0 SF / 9,723 SF x 100 = 0 % Extra Hazard Grp 2 0 SF / 9,723 SF x 100 = 0 % Total Must equal 100% I 0 % I B2 Calculate Fire Flow Occupancy Hazard Class Factor Fire Area Fire Flow Bldg Fire Flow Light Hazard 1.0 x 0 % x 1420 GPM = 0 GPM Ordinary Hazard Grp 1 1.2 x 0 % x 1420 GPM = 0 GPM Ordinary Hazard Grp 2 1.3 x 0 % x 1420 GPM = 0 GPM Extra Hazard Grp 1 1.4 x 0 % x 1420 GPM = 0 GPM Extra Hazard Grp 2 1.5 x 0 % x 1420 GPM = 0 GPM B3 Required Fire Flow ( 0 GPM I C. Calculate the Minimum Number of Fire Hydrants Required Required Fire Flow 1500 GPM / 1500 = I 2 INo. of Hydrants Required (Min. of 2) D. Reduction of Fire Flow - Reductions are based on the following: D1 - Reduced by 25% for A Full Fire Alarm (multiply by .75) D2 - Reduced by 50% for Automatic Sprinklers (multiply by .50) D3 - Reduced by 75% for Central Station Supervised Automatic Sprinklers (multiply by .25) E. Required Fire Flow in Non - sprinklered or Sprinklered Buildings El. Fire Flow 1420 GPM X I 0.25 I = I 1500 GPM (Max. 3000 - Min. 1500 gpm) I %Ifs . R2 ` ; �. { a B �� 9 HDPE SUB -SLAB ' AO PASSIVE VENTING SYSTEM E'��I ,6 ° C OT .. T 4 A DEVELOPMENT OF: Opus Northwest L.L.C. VANCOUVER % \ © SHEET INDEX •b DWG NO. SHT NO. SHEET TITLE T -1 1 TITLE SHEET. INDEX k ABBREVIATIONS C V -1 2 R2 SUB -SLAB PASSIVE VENTING SYSTEM PROJECT e SITE ii PORTLAND CI V -2 3 R2 LIMITS OF HDPE UNER r,,,........ - 3- H -1 4 DETAILS AND SECTIONS Q H -2 5 DETAILS AND SECTIONS tam Alpo H -3 6 DETAILS AND SECTIONS 5 BEAVERTON H -4 7 DETAILS AND SECTIONS GD ABBREVIATIONS • AT 9 It CENTER LINE CONC CONCRETE DIA.,O DIAMETER ELEC ELECTRIC GEO GEOTEXIILE HDPE HIGH DENSITY POLYETHYLENE OREGON CITY NO.,�/ NUMBER OC ON CENTER PVC POLYVINYL CHLORIDE PROJECT SCH SCHEDULE SITE TYP TYPICAL LOCATION MAP VERT VERTICAL NOT TO SCALE w/ WITH LEGEND — VENT PIPE VICINITY MAP INTERNAL FOOTING NOT TO SCALE - - - - - - EXTERIOR FOOTING SUB -SLAB THREADED PVC MONITORING PIPE DETAIL NUMBER OR ithi SECTION LETTER SUB -SLAB MONITORING POINT SCREEN INTERVAL Mr 1 d HDPE LINER REFERENCE NUMBER OF DWG WHERE DETAIL IS SHOWN /TAKEN REVISIONS I D) 57 y7 y� 57}7 I. R DATE / REMARKS DESIGNED: T. SODER R HDPE SUB -SLAB PASSIVE VENTING SYSTEM 111 I�I I L I S :(� 1. TRS 12/02/04 DEQ COMMENTS DATED 12/01/04 DATE 12/02/04 U &A SSOCIATES, INC. Bridgeport Village G Eo ES I G N Z Third DRAM: T. SNYDER Tigard, Oregon 97224 Dws T - 1 sT�_ OF 7 605 d SINAI Encinitas, CA 92024 11TLE SHEET, INDEX & ABBREVIATIONS CAD REF NO. 3854 -T -1 -DWG 160.9423147 Fax 760.632.0164 CHECKED: -4 i 01.N.8 , c® % NOTES: HDPE 't SUB -SLAB PASSIVE VENTING SYSTEM(S1 137fl�PF 1. METHANE MITIGATION CONTRACTOR TO COORDINATE ALL INSTALLATIONS WITH BUILDING GENERAL CONTRACTOR. _' 2. METHA VENTILATION PIPES /TRENCHES :=j • /TRENCHES SHALL BE PLACED SUCH THAT NO PORTION 1 OF NE FOUNDATION IS MORE THAN 25 FEET FROM A VENTILATION PIPE. �1 ✓`/ 16,A 4/ 3. VENTILATION TRENCHES SHALL BE PROVIDED WITH HAZVENT OR ENGINEER/DEQ APPROVED 0 s �® - EQUIV., SEE SPECIFICATIONS FOR SUBSLAB VENTILATION SYSTEM. THE TOTAL PIPE OTT v r° PERFORATION AREA SHALL BE AT LEAST EQUAL TO OR GREATER THAN ONE SQUARE INCH 1 J,�/ • - PER SQUARE FOOT OF PIPE. PIPE MUST BE LESS THAN 2' IN HEIGHT AND APPROXIMATELY 12' IN W10TH. 4. HAZVENT OR ENGINEER/DEQ APPROVED EQUIV. SHALL BE CONNECTED TO VERTICAL VENTILATION RISER. THE VERTICAL VENTILATION RISER SHALL BE NOT LESS THAN 2 0 (") 0 6� 0 (8) INCHES IN DIAMETER AND SHALL BE SCH. 80 PVC OR ENGINEER/DEQ APPROVED 2' -4' 185' -2' \ 5. VENTILATION RISERS SHALL TERMINATE A MINIMUM OF 18 INCHES ABOVE THE ROOF 29' -B' 16'-1' 69' -11' 42' -9' 24' -5' UNE FOR NON COMBUSTIBLE ROOFING (3 FEET FOR COMBUSTIBLE ROOFING). I r — T — I r T r — VENTILATION RISERS SHALL NOT BE LOCATED LESS THAN 3 FEET FROM A PARAPET E r I I WALL VENTILATION RISERS SHALL TERMINATE AT A DISTANCE OF NOT LESS THAN 10 FEET FROM ANY BUILDING OPENING OR AIR INTAKE AND NOT LESS THAN 4 FEET 0 QQ ---I- —1- T - L --- - s H_ „_ I - - I 0 FROM ANY PROPERTY UNE. © ® 7 WWI °— j L — _J — J LI L - + 6. ANY VENTILATION RISER LOCATED WITHIN AN OPEN YARD SHALL TERMINATE AT ® . - - — — �— - - + - i O A HEIGHT OF NOT LESS THAN 10 FEET ABOVE ADJACENT GRADE. 1 ? L �.l � 0 7 . HALL BE PROVIDED WITH A TEE CONNECTION OR OTHER APPROVED RAIN CAP TO PREVENT THE INTRUSION OF ® - - , -- - % � C • RAIN WATER. 5' -0' - _ I 1 1 8. VENTILATION RISER SHALL BE CLEARLY MARKED TO INDICATE NAT NE PIPE MAY © 1 QQ TH CONTAIN COMBUSTIBLE GAS. THIS MAY BE ACCOMPUSHED THROUGH STENOLS, —i LABELS OR OTHER METHODS. PIPES SHALL BE MARKED NEAR THEIR TERMINATION Ali/ 57' -11' ® ® b POINT AND AT 5 FOOT INTERVALS ALONG THE REMAINDER OF NE VENTILATION m ,° ®� I �, ® m RISER. THIS INCLUDES SECTIONS ENCASED WITHIN WALLS OR OTHER ENCLOSURES. AN i� o+ — I I C e ACCEPTABLE IDENTIFIER WOULD BE THE WORDS 'METHANE GAS' PRINTED IN LETTERS. I , r I m © 1 ® 0 . .o I _ �0 9. ALL UNDERGROUND ELECTRICAL AND PLUMBING CONDUITS PENETRATING THE 8 -� I 1 ° � _ SU -SLAB ME MB RANE S HALL BE PROVIDED MATH A GEOMEMBRANE PIPE BOOT. Q j ' �j 1 0 Vii r I 1 I - ” - a 0 10. ALL ELECTRICAL CONDUITS E OR LEAVING THE COMMERCIAL BUILDING OR �. ® ®� f EXTERIOR ELECTRICAL BOXES SHALL BE COMPLETED IN ACCORDANCE WITH � J ! LOCAL UTIUTY COMPANY STANDARDS. ALL CONDUITS TO BE SEALED USING T SIKAFLEX-la OR ENGINEER/0E0 APPROVED EQUIV. ,,li i■i 11. ALL SHOWER OR TUB BOXES MUST BE SET ABOVE GEOMEMBRANE. IF I I NECESSARY, OVER EXCAVATE SOIL BENEATH BOXES TO PROVIDE NECESSARY 1 I * I I - , —1 E —I (— -j — CLEARANCE FOR GEOMEMBRANE. ~ L - _ __ _ - (_ _ ! _ �_ _ € I (5D 12. CONTRACTOR SHALL VERIFY EXACT TYPE OF CONSTRUCTION AT EACH VENT RISER. f �, " r RISERS MUST AVOID WINDOWS, AND MUST NOT BE INSTALLED WHERE STRUCTURAL 45'-V- I I I 112' -8' ( `_ I - J L -1- --I L — —' 20' -6' MEMBERS PROHIBIT. 3' -11' 13. FINAL PRODUCT APPROVAL WILL BE SUBJECT TO ENGINEER REVIEW. THE HDPE 2' -4' 185' -2' GEOMEMBRANE SHALL HAVE A MINIMUM THICKNESS OF 60 MILS. INSTALL APPROVED GEOMEMBRANE PER MANUFACTURES SPECIFICATIONS. O O O 3.6) 0 �� 14. HDPE GEOMEMBRANE THICKNESS SHALL BE 60 MIL AND VERIFIED BY NE ENGINEER /CONTRACTOR. CONCRETE FORMING, PLACEMENT AND FINISHING SHALL BE CONDUCTED SO AS TO MAINTAIN THE INTEGRITY OF THE GEOMEMBRANE. UNDER NO VENT PIPE CIRCUMSTANCES SHALL THE GEOMEMBRANE BE PENETRATED WITH FORMING OR GRAPHIC SCALE FINISHING APPARATUS DURING CONCRETE PLACEMENT. IF THE GEOMEMBRANE IS DAMAGED, CONTRACTORS WORK SHALL DISCONTINUE UNTIL THE APPROPRIATE o 8 16 24 — - — FOOTING REPAIRS ARE MADE. EDGE OF CONCRETE /APPROXIMATE EXTENT OF HOPE UNER 15. THE RECOMMENDATIONS OF THESE ENGINEERING DRAWINGS ARE BASED UPON THE L IN FEET I ASSUMPTION THAT THE QUAUFIED ENGINEERING OBSERVATION WILL BE PERFORMED 3/32 INCH =1 FT. SUB -SLAB THREADED PVC MONITORING PIPE AS THE MITIGATION SYSTEM CONSTRUCTION FOR THE PROJECT PROCEEDS. A SUB -SLAB MONITORING POINT SCREEN INTERVAL QUAUFIED METHANE QA INSPECTOR'S PRESENCE AT THE SITE FOR CONSTRUCTION OBSERVATION AND TESTING PROVIDES NE DEVELOPER WITH AN INDEPENDENT PROFESSIONAL OPINION REGARDING NE METHANE RELATED CONSTRUCTION PROCEDURES AND EFFECTIVENESS. 16. COPIES OF THIS PLAN SET SHALL BE DISTRIBUTED TO AND RECEIVED BY BOTH THE ELECTRIC AND PLUMBING CONTRACTORS. ALL ELECTRICAL AND PLUMBING INSTALLATIONS FOR BUILDINGS WITH SUB -SLAB VENTING SHALL COMPLY WITH NOTES 8, 9 AND 10 ABOVE. REVISIONS DUD3 E N0. BY D0LE REMARKS D ESIGNED: T. SN'I'DER R2 HDPE SUB -SLAB PASSIVE VENTING SYSTEM 1. I RS 12/02/04 DEQ COMMENTS DAZED 12/01/04 R2 DATE 12/02/04 U & ASSOCIATES, INC. DRAWN: T. SNYDER Bridgeport Village V -1 G Eo ES I G Nz Tigard, Oregon 97224 Dwc SHEET 2 0F ___Z__ 605 Third SIrW Fnaahlas, CA 92024 R2 SUB -SLAB PASSIVE VENTING SYSTEM 760.942.5147 Foe 760.632.0164 CHECKED: CAD REF. NO. 3854 -V -1 -DWG a 44;‘''''' Vim\ o ��w ''cam`';: 13 7D1Pg ` t a' •N \ GJ O' V. 110, Pri iv 3 _ill/ .ri ,Z2 . GRAPHIC SCALE LIMIT OF HOPE UNER D 8 16 24 I/ /I HOPE UNER ( IN FEET ) 3/32 INCH -1 FT. REVISIONS ` ^, j I' 7 5II7 11 N0. R DATE / REMARKS DE9GNED; T. STOVER HDPE SUB -SLAB PASSIVE VENTING SYSTEM J �J 111'(V TRS 12/02/04 DEO COAM�ENTS DATED 12/01/04 R2 DATE 12/02/04 U & ASSOCIATES, Bridgeport Village C EO DESIG Nz Thins I NC. D RAWN. T % Tigard, Oregon 97224 R2 LIMITS OF HDPE LINER DWG V-2 SHEET OF _Z__ 605 Shot Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 CHECKED: CAD riff. No. 3854— V -2.DVG 4 HAZVENT OR ENGINEER/DEO HAZVENT CROSS SI Ili! APPROVED DOWN EQUIV. PERFORATED STRIP a EXTRUSION WELD 1111116.1. 60 MIL HDPE OR ENGINEER/DEQ � 60 MIL HDPE OR CONCRETE SLAB 8 APPROVED EQUIV. CONCRETE , I I I = all APPROVED EQUIV. OZ. w 8 OTEXTILE a � CONCRETE SLAB L LL ED 8 OZ. GEOTEXTILE 2 MIN. SAND COURSE — a 2" MIN. SAND - �� COURSE I I I I = /\ / \ % / \ \\ \ \ \ \ \�/ \ \ v / / /..../.‘,/ ./, ' / / / / / /. / /� / /� / / // // / / EXISTING SUBGRADE L L L L - /\ / \/.\/ /\� \��/��/ HAZVENT OR ENGINEER/DEQ APPROVED EQUIV. EXISTING SUBGRADE v v HDPE GEOMEMBRANE 60 MIL. HDPE SHEETING OR ,,,", fftt ! ! ; . � LINER (TYP) ENGINEER/DEQ APPROVED EQUIV. N.T.S. FOOTING PENETRATION DETAIL (TYP) c �N N.T.S. 0 HAZVENT I N TERLOC KIN tS �or 0 0 CONNECTIONS (TYP) , �'O 7T ,„F. N.T.S. 41,0 1 -I " . PIPE LEGEND 10' AWAY OR 3' ABOVE 4' MIN. A10' AWAY OR 3' ABOVE 4' MIN. ANY AIR INTAKE INTO FROM ANY ADJACENT c 1 HAZVENT OR ENGINEER/ Y ANY AIR INTAKE INTO FROM ANY ADJACENT BUILDING PROPERTY LINE 8 OZ. GEOTEXT1LE HAZVENT OR ENGINEER/DEQ DEQ APPROVED EQUIV. BUILDING PROPERTY UNE APPROVED EQUIV. ➢ d SCH. 40 PVC PIPE RAIN GUARD /DEQ APPROVED EQUIV. 3' MIN. RAIN GUARD 3' MIN. SLAB 60 MIL HDPE OR ENGINEER/DEQ PER ARCHITECT PER ARCHITECT d 1- -- 2" SCH. 80 PVC FROM FACE FROM FA* OF BLDG. APPROVED EQUIV. OR EQUIV. ID AS I OF BLDG. 18" FOR NON - COMBUSTIBLE ROOFING METHANE GAS' T I AND FOR COMBUSTIBLE ROOFING ° 4 4 4 4 II I r 4 ° ° • a 4 80 4 I PIPE LEGE P 'NEM ° 18 " FDR NON - COMBUSTIBLE ROOFING TII HAZVENT OR ENGINEER / 2" MIN. SAND A,AYA,AIAY*YAYAYATAYA AND 3' FOR COMBUSTIBLE ROOFING DEQ APPROVED EQUIV. JO15T —1, COURSE SCH. 40 PVC PIPE PIPE IN STUD WALL, 2" • I = =� 2" SCH. I I — I I III — I I =I I - 1 I — I I — I i — I III III — I I —I I In I I —III JOIST OR E«,IV. ID AS EXISTING =I =4= III — III — III — III — III — III — III =III — III — II I "METHANE GAS" suecRADE — I1I I1I III _ I1I — II1 — I1 I— III — III — III — III —I1I— III -1II —III 1 — 111 =1 I 1 =111 =111 =11 I —I 11 =111 =111= I 1 =111 =1 1 =111 =1 Q=1 NOTES: 2" SCH. 40 PVC COUPLER I CONTRACTOR SHALL VERIFY EXACT TYPE OF NOTES' FOR PIPE CAST IN CONC. TO SCH. 80 PVC PIPE OR \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ CONSTRUCTION AT EACH VENT RISER CALLED 2" SCH. 40 PVC PIPE WRAP WITH PLUMBERS 1/4" ENGINEER /DEQ APPROVED OUT ON THE PLANS. RISERS MUST AVOID WALL CONNECT TO THE THICK STYROFOAM TAPE EQUIV. WINDOWS. AND MUST NOT BE INSTALLED a SCH. 80 PVC VENT FROM 2" WIDE ROLLS, OR 3' MAX " PVC \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ WHERE STRUCTURAL MEMBERS PROHIBIT. RISERS NOTES BUILDING DEPT. REQ.'S SLAB \ \ \ \ \ \ \ \ \ \ \ NOTES: I PIPE IN STUD WALL 2" DIA. SCH. 80 PVC PIPE 2" SCH. 40 PVC PIPE ,�_�. �:�.,I \ \ \ \ \ \ \ \ \ WILL CONNECT TO THE \ \ \ \ \ \ \ \ \ \ \ \ \ WRAP CAST ( WITH PLUMBERSN S OR ENGINEER/DEQ - 1 /4" SCH. 80 PVC VENT RISERS ... , %1 I (DDIPE \ \ \ \ \ \ \ \ \ \ \ \ \ -- \� \� \� \� \� \\ \\ \� \� \\ \� \� THICK STYROFOAM TAPE APPROVED EQUIV. HAZVENT OR ENGINEER/DEQ +y\\ FROM 2" IMDE ROLLS, OR APPROVED EQUIV. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ BUILDING DEPT. REQ.'S 2" SCH. 40 PVC COUPLER HAZVENT SINGLE MULTI- \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ 3' MA I TO SCH. 80 PVC PIPE OR NOTES PURPOSE COUPLER SLAB i�� j'im� ENGINEER/DEQ APPROVED CONTRACTOR SHALL VERIFY EXACT TYPE OF SOIL CEMENT HAZVENT OR ENGINEER/DEQ • ®�''-,,, "`" EQUIV. CONSTRUCTION AT EACH VENT RISER CALLED HAZVENT SINGLE MULTI - TYPICAL SUB -SLAB PAD APPROVED EQUIV. _ �� . OUT ON THE PLANS. RISERS MUST AVOID PURPOSE COUPLER OR VENT PIPE (TYP) HAZVENT SINGLE MULTI - PURPOSE S •'% / /„ %i ; /i,%j,, % � %i >), 2 SCH. 40 PVC W AND CTURAL MEMBERS ENGINEER/DEQ APPROVED 9 COUPLER OR ENGINEER /DEQ N.T.S. APPROVED EQUIV. VENT RISER VENT RISER AT WALLS (TYP) ® INTERIOR EXTERIOR WALL (TYP) N.T.S. N. T.S. H -1 REVISIONS 57 57 �ji g7jJ NO. BY DATE REMARKS DEyGNm: T. SNYDER HDPE SUB -SLAB PASSIVE VENTING SYSTEM 1 11 II II I - I:C 1. TRS 12/02/04 DEC) COMMENTS DATED 12/01/04 R2 DATE 12/02/04 U &A SSOCIATES, INC. D RAWN: T. SNYDER Bridgeport Village G EO [) I G N DWG H_1 4 or Z Tigard, Oregon 97224 605 Third S DETAILS AND SECTIONS 76 . 942 514 Fneln6as CA 92021 0.9427 Fm 760.632.0161 CHECKED: CAD REF. NO. 'I854- H- 1.11Vr, CONCRETE SLAB FABRIC MIN. OVERLAP 8 OZ. GEOTEXTILE FABRIC 8 OZ. GEOTEXTILE d 8 0Z. GEOTEXTILE _ — 2" MIN. SAND 60 MIL HOPE OR ENGINEER 60 MIL HDPE OR ENGINEER COURSE �� 3. MN. /DEQ APPROVED EQUIV. 1 /4141. /\ EXT RUSION WELD ► POLYURETHANE /DEQ APPROVED EQUIV. \/ / \ % / � \ \ \ / \� % \ \ % RIM. MIN. SAND COURSE EXTRUSION CAULKING ;W� ° T / / / / / / / / / / / WELD Lu_ �r CONCRETE :� STEEL \� /\ CONCRETE T ANCHOR / \ 4 r CONCRETE 60 MIL HDPE OR ENGINEER HOT WEDGE DOUBLE �/ CONCRETE I I \ \ /DEQ APPROVED EQUIV. TRACK FUSION WELD COURSE Q )'4" X 1 J¢ GASKET CO NCRETE / 2 MIN. SAND . GAS VAPOR BARRIER FOOTING HDPE STRIP EMBED GAS VAPOR BARRIER FOOTING %• X 3 3s" STAINLESS STEEL FUSION WELD (TYP) N.T.S. ® 8 GRADE BEAMS (TYP) GRADE BEAMS (TYP) 0 N 6" H C ENTE N.T.S. ANCHOR BOLT ® N.T.S. CONCRETE SLAB EXTRUSION WELD 60 MIL HDPE OR 60 MIL HOPE OR ENGINEER yI 8 OZ. GEOTEXTILE CONCRETE SLAB ENGINEER/DEQ /DEQ APPROVED EQUIV. r I I APPROVED EQUIV. CONCRETE SLAB _ HDPE EMBED . - - STRIP �� d ' 2" MIN. SAND • ° ' • • ' � � M / /� /�/ /�� //' / COURSE �� _ / ■ / � �\ / D4 i�III + \ \ ✓/ 2GORSE SAND HDPE EMBED '' 8 OZ. GEOTEXTILE ' "'• = \ �„ , / STRIP j N 60 MIL HDPE OR ENGINEER /� � •••�••H•• /•• ••••••••/ J / / /DEQ APPROVED EQUIV. j \ �/// 2" MIN. SAND COURSE Mil -11- • ° . r . •• K \ \ /�� '?\\‘,.. • , y / EXISTING SUBGRADE EXISTING SUBGRADE EXISTING SUBGRADE A. .. \�_\� /. \� /.\�' d> \�\ \ \ /� \ \ �� \ � / \ \ /\ //- INTERNAL FOOTING ikk o 1r INTERNAL FOOTING / INTERNAL FOOTING WITH EMBEDMENT THICKENED SLAB 0 ' ° INTERNAL FOOTING N.T.S. ` DETAIL (TYP) 9 ATTACHMENT DETAI g EXTRUSION N.T.S. ril D , WELD N.T.S. H -2 N 8 / Q 01PE r 3' MIN° CONCRETE SLAB HDPE PIPE BOOT OR ENGINEER/ PENETRATION 60 MIL HDPE OR APPROVED (9 ''� 16,19 21 POLYURE ANE CAULKING _ ENGINEER/DEQ EQUIV. C DEQ APPROVED EQUIV. O� ` , �V " F•. i' • • 8 OZ. GEOTEXTILE ��_ CONCRETE SLAB EXTRUSION WELD 3' OVERLAP CONCRETE SLAB r+` �i ' 71,1 � li 2" MIN. SAND 8 OZ. GEOTEXTILE / V V // // / COURSE SAND COURSE �� 8 OZ. GEOTEXTILE \/ • ° / // /A / VIA W7 / / / /i ro 4444,,, /. 60 MIL HDPE OR ENGINEER \/ / EXTRUSION WELD .•\ \•\ \\ . ` \ \•\ \ \ \ \ 2" MIN. SAND // / /DEQ APPROVED EQUIV. 60 MIL HDPE OR ENGINEER j\ \ / 4 COURSE \\ /\ /DEQ APPROVED EQUIV. < �/ OMEN EXISTING 60 MIL HDPE OR 3 OVERLAP EXISTING SUBGRADE j.> ENGINEER /DEQ APPROVED EQUIV. EXISTING SUBGRADE INTERNAL FOOTING EXISTING SUBGRADE J // / \ \ i CLEAN ALL DEBRIS BEFORE - STEEL BANDING INSTALLATION OF 60 MIL HOPE INTERNAL FOOTING WITH GAS VAPOR BARRIER `,�'� (TYP.) AT ALL BREAKS) ANCHOR BOLTS DETAIL ® SEALING PENETRATIONS (TYP) 8 TYPICAL PATCH DETAIL (TYP) 9 ( ) N.T.S. H -2 N.T.S. H -2 N.T.S. REVISIONS d - DUD DUID3K 1. R DATE REMARKS DESIGNED: T. SNYDER HDPE SUB -SLAB PASSIVE VENTING SYSTEM 1. TRS 12/02/o4 DEG COMMENTS DATED 12/01/04 R2 DATE 12/02/04 U & INC. - DRAWN: T. SNYDER Bridgeport Village G Eo DES I G NZ Tigard, Oregon 97224 DWG H -2 SHEET 5 � � 605 Third Shall Endnila, CA 92024 1 DETAILS AND SECTIONS 760.9423147 Po: 760.632.0164 _ I CHECKED: CAD REF. NO. 3854 H - 2.DWG k _ POLYSEAL EXPANDING 60 MILS HOPE OR ENGINEER FOAM SEALANT CONCRETE SAND/BENTONITE /DEQ APPROVED EQUIV. SLURRY TRENCH DAM NOTE: HAZVENT OR ENGINEER iffillialifill THE FOLLOWING PROPORTIONS WILL PROVIDE APPROXIMATELY ONE CUBIC YARD SLAB /DEQ APPROVED EQUIV. OF CONCRETE SAND/BENTONITE SLURRY. THIS MIX WILL SET UP BETWEEN 8 AND 20 HOURS AND WILL ACHIEVE 471 PSI O 28 DAYS AND 266 PSI O 4 DAYS 2" MIN. SAND a d 2" PVC SERVICE SLEEVE CONCRETE SAND SLURRY COURSE d ° ° d d ° d a 4 CONCRETE SAND 3000 LBS +- 50 LBS. z I A1111111111111111111iii- ,:. i 4,".e. WATER 350 LBS. (42 GALLONS) . --- - 7/ i CONCRETE 376 LBS. (4 SACKS) n I . .• • • ` / - BENTONITE SLURRY "•,,, • iaii ,„-, 2" MIN. SAND COURSE w ii aia /ai BENTONITE 34 LBS. (200 MESH FORM) \v v v \� -`v v v �- v � ��, \v \�, \�, \�, \�, \v ��, WATER 564 LBS. (64 GALLONS) % / \ \ \ \ \ \ \ // EXISTING SUBGRADE / //\ %/ \ \ / / \ \ / \ % \ / THE MANUFACTURES OF BENTONITE RECOMMEND ADDING TWO GALLONS OF WATER /\\/\\\/\/\//\ \/\ \( \ \ / s \ \ / � / \ \/ \ \ / \\/ \\/\\// TO EACH POUND OF BENTONITE TO ACHIEVE A CONSISTENCY OF PANCAKE MIX. / /i, /, / // / /, / /. //\ /,, /, /,, / \ /, /�. //. // 1 6" I 3' 16" 3' THIS MIX SHOULD BE ADDED TO NE ALREADY MIXED CONCRETE SAND SLURRY. ` C C A CHEMGROUT PUMP WOULD WORK WELL FOR THIS. \ \ \ \ \ \ \ \ \ \ \ \ BENTONITE POWDER SHOULD NEVER BE ADDED DIRECTLY TO CONCRETE SAND SLURRY MIXTURE. TO DO SO WILL CAUSE COAGULATION OR LUMPING OF THE BENTONITE POWDER IN THE CONCRETE SLURRY MIXTURE. CONFIRM WITH NE CONCRETE SUPPUER THAT THEY WILL ALLOW BENTONITE �� UTILITY TRENCH DAM (TYP) 410 \ \ \ TO BE ADDED TO THE MIXER IF A TRANSIT MIX COMPANY SUPPLIES THE \ \ CONCRETE SAND SLURRY. \ \ \ \ \ \ \ \ \ \ N.T.S. SOIL CEMENT ( OPTIONAL SAND LAYER PAD 0 EDGE OF SLAB N.T.S. r .T.S. 3" MIN. _ J4" BEAD OF SIKAFLEX 60 MIL HOPE OR APPROVED 10 OR ENGINEER/DEQ LOCKING SQUARE ENGINEER/DEQ EQUIV. VAULT r MINUS SUBGRADE APPROVED EQUIV. CONCRETE SLAB CONCRETE SLAB — N MATERIAL THREADED SAMPLE • 8 OZ. GEOTEXTILE PORT `� EXTRUSION WELD J¢" SCH. 40 PVC d z�. it THREADED TEE WI 2' MIN. SAND COURSE j •• / hill _ I THREADED SAMPLE ..� // / / // // / / / / \y I! D �∎,. /•' d i PORT (DRAIN) \ \ I , 7 PVC THREADED END CAP \ i - •1 - \ ' 1 7 \ \ / / \ \ / V ` �� \ \ / \ \ / / / � \ //\ \ SCH. 40 PVC 0.02" SLOT : \j •.\�i1�\`i1�\\i��\�i o i1i ` /li `'�% ` '1% ` /1. _ FOR PIPE CAST IN CONC. WRAP 10' MIN. - %.•'''..'L./..:./1./._-...,. 1'/ i= i 1 ' 7 I 'i 1 :'i I 'i 1 'i 'i i` WITH PLUMBERS 1 4" THICK -_" \ i � � i %\ / _ /\ % / 60 MIL HOPE a \ 1:1 SLOPE MN. r , STYROFOAM TAPE FROM 2 WIDE ? - � --./ I: -- i a . / '' - ROLLS. OR BUILDING DEPT. . � /� %i -- A- i d 4 ' 1 - c/1 1 1 - 1,7\11 7 \11 _ REQ. a i1 ii ii d I �- 1 P� i SUB -SLAB METHANE 8 OZ GEOTEXTILE MONITORING PROBES (TYP) s" MIN. SAND COUR �� u .+' N.T.S. ) H_3 TYPICAL ELEVATOR/SUMP �S I N�t PIT DETAIL (TYP) �' �' ts�1a� N.T.S. ISO I _ P. 1 .17 cv 0,-4:16, 19 REVISIONS v 57 57 57� I. i 0 A 1 / DATED 12/01/04 DESIGNED: T. SNYDER p HDPE SUB -SLAB PASSIVE VENTING SYSTEM 111 I J II I1�11 �I I. 1R5 12/02/04 DEQ COMMENTS DATED 12/01 /D4 R2 DATE 12/02/04 N u & ASSOCIATES, INC. DRAM: T. SNYDER Bridgeport Village G Eo ES I G NZ Tigard, Oregon 97224 SECTIONS D"G H -3 sET 6 7 605 Third Shwa FadFin na CA 92024 DETAILS L AND SEC GAD REV. No. 3894—H -3 nwr 760.9423147 Fax 760.632.0164 CHECKED: . Yi X 1 1¢' STAINLESS STEEL BATTE PIPE PENETRATION Y4" X 1 )6" GASKET Y4' X 1 )¢' STAINLESS 60 MIL HDPE OR APPROVED — CONCRETE PATCH CLEAN ALL DEBRIS BEFORE •,/ 41 STEEL BATTEN ENGINEER/DEQ EQUIV. INSTALLATION OF 60 MIL HDPE ' X 3 9'4" STAINLESS STEEL 4 OVERCUT o w (TYP.) AT ALL BREAKS) 1' MIN. Xi" MIN. SIKAFLEX -2C CINCH TYPE ANCHOR BOLT n Y4 X 1 Y!" GASKET 3' MIN. I- -1 0 6" CENTERS , ° I EXISTING CONCRETE SLAB EXTRUSION WELD 8 OZ. GEOTEXTILE , 3' MIN. 8 OZ. GEOTEXTILE a oz. cEOTExnLE 3' MIN.{ ' FINAL SUB -GRADE ELEVATION 60 MIL HDPE OR ENGINEER ELEVATION v � Mtn vi.vi .viv �ivi / \ / / / \ y ,� , , , , 71. 0,,..,, ,H, i \ \ /DEB APPROVED EQUIV. �i�i�� \ \• \,\ \, I � " \ \\ il\ \\ '\ \ 2" MIN. SAND CONCRETE ° a COURSE \ ° ° 4 ° 1 EXISTING 60 MIL HDPE OR 60 MIL HDPE OR APPROVED SUBGRADE 4 OVERCUT EXISTING EOUIV. �j\ ° ° 2' MIN. SAND COURSE ENGINEER/DEO APPROVED EQUIV. 3, O VERLAP EXISTING SUBGRADE CONCRETE /�\ / / \ / / /� / C I X 3 3. STAINLESS STEEL � \ \� NOTES: O CENTERSV�OR BOLT \ /� / • EXISTING SUBGRADE CONTRACTOR SHALL OVERCUT 'TRENCHES VERTICAL BATTEN ATTACHMENT FOR IMPROVEMENTS 4' TO ALLOW FOR UTILITY PENETRATIONS (TYP) EXTRUSION WELD OF HDPE PATCH 9 (TYP) C N.T.S. N.T.S. H -4 TYPICAL PATCH DETAIL (TYP) N.T.S. H -4 .'p \ _ 4,' � . 444 cc j �PB si': • S ✓',l 16,9$1 Co Co R v. REVISIONS D U D 57 57 �j1\ ]j 1. R DATE / REMARKS DES T SN R R2 HDPE SUB - SLAB PASSIVE VENTING SYSTEM DIRK 1. TRS 12/02/04 DEQ COMMENTS DATED 12/01/04 DATE 12/02/04 U & ASSOCIATES, INC. DRAWN: T. SNIDER Bridgeport Village G EO DES I G Nz Tigard, Oregon 97224 D H-4 SHEET 7 605 third Snot Encinitas, u 92024 DETAILS AND SECTIONS 760.942.5147 Fm 760.632.0164 CHECKED: CAD REF. NO. 3854 -11-4 nWf: • r-C n r---T—... —. . - -- _�-- -. ❑ Albany (541) 928 -2547 ❑ Corvallis (541) 752 -3428 ❑ Hardrock (541) 745 -7572 ❑ St. Helens (503) 397 -0111 ❑ Slayton (503) 769-6465 MORSE B ROS■ ❑ Angell Quarry (503) 286-4201 L7 Deer Island (503) 397 -4659 ❑ Hillsboro - Best Mix 0 Salem (503)390 -0955 0 Sundial (503)491-4423 ❑Brownsville (541)466 5899 0 Eugene (541) 689 6600 (503) 648 -3101 ❑ Sherwood (503) 692 -8242 ❑ Sweet Home (541) 367 -6174 —. ..._./ MI A ARC COMPANY ❑ Coffin Butte (541) 745 -7572 ❑ Gresham (503) 666 -5577 ❑ Lebanon Dispatcher (541) 258.7123 ❑ Springfield (541) 747 -1213 MAP LOCATE BATCH TIME LEA PLANT 7i1 ,:i c . A E JOB F I OUR LEAVE JOB ARRIVE PLANT WATER ADDED AT TEST CYL. 6 MINUTES PER YARD CUSTOMER ACCOUNT # 62336 CODE CUS OMER'S REQUEST TAKEN FREE UNLOADING JOB # ��: ��%'+ G -'7'. BID # 4 TIME ALLOWED ON o gal to full load ❑ YES FULL LOAD p. SOLD TO St-) CONS ` i ROO'rIO.l )_.i_ c Additional unloading , - gals. to load ill YES time charged at current 1'rl' l "I` i i Ll. f �! - n C gals. to 1 load L� YES hourly truck rate. DELIVERY 72 SW 2ND BR? S Uric PORT E POINT ADDITIONAL WATER J REASON FOR DELAY TIME: LOT _ ADDED TO THIS :- ri , _ , 0 JOB NOT READY DATE 1 1 / L14 ! yr: P.O. # CONCRETE WILL REDUCE TIME PLANT 14 PIT STRENGTH. ANY LACK OF HELP WATER ADDED IS ❑ WHEEL BARROW JOB DRIVER DENNIS CAbTOP AT CUSTOMER'S ❑ WAITING FOR TRUCK TO UNLOAD GROSS TRUCK # 4.4 TRLR # OWN RISK. ❑ ADDING WATER TARE WEIGHMASTER RICK BUNCH ❑ ARRIVED JOB EARLY NET 9.00 ACCUM. 50.00 LOADS 5 MER REQUESTED BY: ❑ OTHER SPECIAL INSTRUCTIONS: BLDG R-2 ENTER OFF 72ND MATERIAL MIX DESIGN, SSD MOISTURE DESIRED AMOUNT ACTUAL AMOUNT ',SSD CORRECTED AMOUNT I 1 C f RECTIO 7 TRIM ` WATER GALJYD WATER/ CEMENT ADDRESS VERIFIED Y E' / NO BE SURE TO 'JERIFY ADDRESS! RATIO ' MAXIMUM SCHEDULED ON JOB @8o38 DON'T FORGET MORSE BROS. CARRIES A COM LETE ADD ORDERED QUANTITY 55 L*NE OF ACCESSOf I_ S CALL 503-i48 °7J. # .- .-.„, - -. --_ WATER .0 ,40 " Pk 4 TRUCN 3194 34 SE TUALAT 4 VALLEY HWY HILLSBORI0, OR 97.123 LORD TYPE ORDER # 17 -. PRODUCT # PRODUCT DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT . S s R S i _— !H t�e9 14i.�. +t= :l'�.fi °��I -Ib�r f. ;I•: tltii' #'-�_ t! I „! rs ' 24HW HOT WATER '`y. 0 .. 4 ; ;'/ i.!" LW.Litik CHLOP4DL 00 ERMS: NET — CASH SALES PAYABLE UPON PICKUP OR DELIVERY. CHARGE SALES {! )0,::�U1 E1.io ! ), ' Zi )lilE LIE AND PAYABLE BYTHE 15TH OF MONTH FOLLOWING PURCHASE. A service charge TOTAL f 1 % per md"nth, or a minimum of $1.00, will be made on the unpaid balance at C ' . 1e end of the following month's billing cycle. This is an ANNUAL PERCENTAGE RATE OF - + '.a `�i„tf;,,j,; 8 %. PERSONAL NOTICE: We reserve the right to claim lien for all labor and material TICKET # i. rmished on this job according to OREGON REVISED STATUTE 87.021. RECEIVED BY FORM 30 Revised 1/04 Important: I acknowledge receipt of a copy of Morse Bros., Incas Ready Mix concrete product label, and I understand a nd take responsibility for the warning in the product label regarding working with Portland Cement concrete. Initials of Acknowledger 138980,5 Administrative Group (541) 928 -6491 •32260 Old Hwy 34, Tangent, OR 97389 CCB# 2101 ALSO SERVING YOU AT Harrisburg Prestress (541) 995 -6327 • Tangent Operations (541) 928 -6491 t'' i � 0.) - 6, N., —� A GS CU 49' ' 7o _ It�44-1 04 N "J(J r ,42 es' Il- ,, /7J / ov o id'. p,....e. .44.", /4 /.4,, i t/OG✓A ' 1 ` / my oe_ gr-get. 6 A //e - S 1 a .., , � 0 ,.. tr y i k c, N 1 r" 4 A,' Iv . ';\ ..\' '\ . . . 3i , .•. .s.. Lk , ,, , , ,.. ,..4....7: ,,.. 4. . , '':`: ' t.: All ' I ......, , ... ..... t 1 + iL..... A ,. „.. , - • ' n , , ,,,,..0. ,............ .,,, . ,r:, iN. .,,,, ,. y . ,. . ,, . ., I ,..., ' :', e ''', % C) l sit.,...Ist,‘ . ... ,.,, , . .., 44.., t, : '1 - ‘.• , 4 , ,1 - ' ‘ rtz. .,, , t ,.., I . 4 r„ t \ . ' trl ti.44C. Z, ' , . 1 Ili X, I 1! „ .. . , .. . . . • . .... . .. • .. r ,i.4.. , , A, . . kt. . .. . .,. . • .. .. . . . , • , , S, . \ . .. ., . .. ..,. ,.... . , , ,..,..„,,,,... , , . . , , , .. , .. r �, 'r.,x.q .. „ • \�. , TRl- COUNTY SERVlac NT[R Pl umbing Permit Application OFFICE I SE O\LI' . Jurisdiction: City of Tualatin Date receivedi/A .. 3 , 'I Permit no. :0 y.. 3 '/ ? '' Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 Sewer permit no.: Building permit no.: `- ' Phone: (503) 691 -3044 Fax: (503) 692 - 5421 Project/appl. no.: Exp te: Clackamas Internet address: www.ci.tualatin.or.us 'L- Multnomah Date issued: 0.....3..-0 By: 1 Recei{ � � Washington c o u w r t E s Land use approval: Case file no.: Payment type: TIDE OF PERMIT 1 I & 2 family dwelling or accessory - ommercial/industrial 7 Multi - family 7 Tenant improvement *New construction. J Addition /alteration /replacement .Food Service 7 Other. JOB SITE I \FORII.I,TIO\ FEE SCHEDI LE (for special informutiult use checklist) Job address: V 1 S SO � 34.4. u� ttet 4 ". Ai Description Qty. Fee (ea.) Total n Bldg. no.: Z I S no.: New 1- and 2- family dwellings only: - Tax no.: ax lot/account no.: (dudes 100 R. for each utility connection) SFR (1) bath 91.20 Lot: Block: 'Subdivision: SFR (2) bath 160.00 Project name: ' - 2- SFR (3) bath 192.50 City /county: I ZIP: • Each additional bath/kitchen 47.00 Description location ra of ork on premises: Site utilities: Res. Over 100' storm 26.25 �� '� 1 _.- OI�L`F Catch basin/area drain 9.00 Est. date of completion/inspection: Drywells/leach line/trench drain 9.00 PIA MBIS<: CU \TR -ACTUR Footing drain (no: lin. ft.) Business name: r Manufactured home utilities 25.00 < - • /• .-- . ___,f_ _ _ Manholes 9.00 Address: 1 -4 , r .3 ty Rain drain cdnnector 9.00 City: - I State- .' I ZIP: Sanitary sewer (no. lin. ft.) � 30.00 Phone:6 5e_ cip,2 Fax: if-mail: Storm sewer (no. lin. ft.) 1lS' 30.00 4S 7 CCB no.: /, 7C) /2._ Plumb. bus. reg. no: 3.. 3act Water service (no. lin. ft.) ..7, 11 20.00 Spy City/metro tic. no.: Fixture or item: Contractor's representative signature: Absorption valve 9.00 Print name: Date: Back flow preventer l 9.00 et ; Backwater valve t 9.00 CO \T.UCT PERSO\ Basins/lavatory 9.00 Name: Clothes washer 9.00 Address: G Dishwasher 9 Drinking fountain(s) 9.00 City: Ja 3 " I State: I ZIP: Ejectors/sump 9.00 Phone:7 /0 -0.5 Fax: E -mail: Ex nsion tank 9.00 Fixture/sewer cap 9.00 �- Name (print): Floor drains/floor sinks/hub 2. 9.00 1$ , • Mailing address: Garbage disposal 9.00 Hose bibb Z. 9.00 I ? ; City: I State: I ZIP: Ice maker 9.00 Phone: I Fax: I E -mail: Interceptor /grease trap 1 9.00 1; Owner installation/residential maintenance only: The actual installation Primer(s) 9.00 will be made by me or the maintenance and repair made by my regular Roof drain (commercial) Z- 9.00 j$' employee on the property I own as per ORS Chapter 447. Sink(s), basin(s), lays(s) 9.00 Owner's signature: Date: Sump 9.00 E \ (;1 \ E E R Tubs/shower /shower pan 9.00 Name: Urinal 9.00 Address: Water closet 9.00 Water heater 9.00 City: I State: I ZIP: Other. Hourly Fee 40.00 Phone: I Fax: I E -mail: Total va all jurisdictions accept actin cards, please call jurisdiction for more informatiao. Minimum fee S . Notice: This permit application J Visa D MasterCard Plan review (at %) S . 2 expires if a permit is not obtained Credit card number: 1 / State surcharge (8%) S t Expires within ISO dais after it has been accepted as tom er TOTAL S Name of cardholder as shown of credit cad pl e S - 5401 - Cardholder signature Amount 4404616 l6 00 C OM 1 Pgalps.4 -tr• (6<-1 i 17lxfdi- II 4 i CLEANWATER SERVICES FIXTURE UNIT RATING 1/7/02 r Total Fixture Value Comments Number Total Rating Baptistry I Font 4 Bath - Tub / Shower 4 Bath - Jucuzzi / Whirlpool 4 Cuspidor / Water Asp 1 Dishwasher - Commercial 4 Dishwasher - Domestic 2 Drinking Fountain 1 Floor Drain - 2 Inch* 2 Floor Drain - 3 Inch' 5 Floor Drain - 4 Inch" 6 Ice Machine/Refer Drains* 1 Garbage Disposal - Domestic (to 3/4 HP) 16 Garbage Disposal - Commercial (To 5 HP) 32 Garbage Disposal - Industrial (Over 5 HP) 48 Oil Seperator (Gas Station) 6 Shower - Gang 1 Shower - Stall 2 Sink - Bar 2 ` Sink - Bradley 5 Sink - Commercial 3 - Sink - Service 3 Washer, Clothes 6 Water Ext. 6 Water Closet 6 Urinal 6 Rec, Vehicle Dump Station 16 Car Wash: each stall 6 Car Wash: drive thru 16 Swimming Pool Filter _ 1 'total fl sinks or total f.u. Date: Z ©,r' _ Inspector Total Ratin Business: ' • » 2 ` Size of Water Meter pi L _pau - rte EDU Address: Size of Sprinkler. re" Tax Map/Lot: # of Private On -Site Hydrants: Cost Z -t- ? S; • 0° l 2575, • 's`` . ao -din - Psi "11 • • QA . 511 �Z SS Oa/ Qo /s • r-1/ S' z.t z Zt sz S Z1 •"(11.9 ,,- ,.t Jjk, I ' ceded f JERRY WADE - Re: BPVillage R1 & R2 Page 1 From: JOHN STELZENMUELLER To: DAYNA JOHNSON; JASON TUCK; JERRY WADE Date: 11/30/04 4:18PM Subject: Re: BPVillage R1 & R2 Thank you Will. Mike Cocharo will have his review done within the next couple of days, then we will be ready to issue. I will hold issuance until we have the DEQ letter. John »> WILL HARPER 11/30/04 04:13PM »> The final plans for the shells of the R1 and R2 buildings meets the AR -03 -09/15 conditions and are acceptable. I can sign off for release of building permits when the DEQ letter approving the methane system for the buildings is received. Will Harper CC: james.brown ©opus- ae.com; WILL HARPER 1 M CITY OF TUAI A I IN Application tracking Step Selection I: ltil Functions Options Help A 1 # .. ■ 1113912004 3:42:29 PM Application number 04 00003448 Address 7315 SW BRIDGEPORT RD BD R2 TAX ACCOUNT NUMBER 2S1W130B01700 Application type NEW COMMERCIAL ALTERNATE ID 01252500 I enant name, number BPV - R2 ntenance { I Path - -- Keg Dates - -- -- Action Summary - t Agency description Rev Step Req In Est Cpl Last Type By BUILDING DIVISION A 81 Y 9/27/84 10/86/84 9/30/04 RP JW __ ENGINEERING B 81 Y 9/27/84 10/86/04 PLANNING & AR C 81 Y 9/27/84 19/86/84 FIRE DISTRICT D 81 Y 9/27/84 19/86/84 OK I Exit I Cancel l Add I Land 'mil Misc into inquiry TRI- COUNTY SERVICE CENTER Mechanical Permit Application OFFICE USE ONLY Date received9 7- L 1 % Permit no.: O y t/ W/ O rn Jurisdiction: City of Tualatin Iris , , _� , Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 Project/appl. no.: Expire date: Clackamas Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: By: Receipt no.: Internet address: www.ci.tualatin.or.us C ase file no.: Pa ent e Multnomah ym � Washington Building permit no.: C O U N T I E S Land use approval: TYPE OF PERMIT ❑ 1 & 2 family dwelling or accessory •• Commercial /industrial ❑ Multi- family ❑ Tenant improvement X New construction ❑ Additionlalteratio eplacement ❑ Other: JOB SITE INFORMATION COMMERCIAL VALUATION SCHEDULE Job address: 73 / ` 5 5 V BIZie goAcl, Indicate equipment quantities in boxes below. Indicate the dollar Bldg. no.: R127 Suite no.: _ value of all mechanical materials, equipment, labor, overhead, Tax map /tax lot/account no.: profit. Value $ . Lot: Block: I Subdivision: Sl2j,�xeR�er V' UIl�See checklist for important application information and Project name: RFQ6/=RwT vs-um aC —41° R2" jurisdiction 's fee schedule for residential permit fee. City/county: T uA1Jvri ' / WASH► ZIP: 9 7Zz4 1 & 2 FAMILY DWELLING PERMIT FEE SCHEDULE Description and location of ork on premises: CDIU57'12 -7✓tJ AND COMMERICAL /INDUSTRIAL EQUIPMENT SCHEDULE OF IU W SIt IGLL BUSLD=1J 6 a Re' Fee (ea.) Total Est. date of completion/inspection: 2 - ZS —o6 Description Qty. Res. only Res. only Tenant improvement or change of use: HVAC: Is existing space heated or conditioned? ❑ Yes ❑ No Air handling unit CFM space insulated? ❑Yes ❑ No Air conditioning (site plan required) Is existing P Alteration of existing HVAC system MECHANICAL CONTRACTOR Boiler /compressors Business name: AiliEOSC.A/J f}0/}1 ZNC. State boiler permit no.: / HP Tons BTU /H Address: 1 339 Sg GzDEON Swsr Fire /smoke dampers /duct smoke detectors City: ibit'j"L,f}v• I State: OK I ZIP: V102-Z4/$ Heat pump (site plan required) Phone:Ws -at -Soo I Fax:2,n- 7038 I E -mail: Install/replace furnace/burner BTU/H CCB no.: 33135- Including ductwork/vent liner ❑ Yes ❑ No Install /replace /relocate heaters - suspended, City/metro lic. no.: wall, or floor mounted Name (please print): Vent for appliance other than furnace CONTACT PERSON Refrigeration: Absorption units BTU /H Name: 5R /J oil OA Chillers HP Address: 1331 s a G ='f)GON 5roer- Compressors _ HP 1 Environmental exhaust and ventilation: City: tvq.N0 State: Q Q ZIP: 9i Zo2 - Z (6 Appliance vent Phone:SO- -1600 Fax: 23 -303 E -mail: Dryer exhaust Hoods, Type I/ II/res. kitchen/hazmat hood fire suppression system Name: opus mil, L,L. C. Exhaust fan with single duct (bath fans) Mailing address: /000 SW 13,p/Q.LW/49 r so :ire: 1/30 Exhaust system apart from heating or AC City: 1 I AIJp I State: 0I I ZIP: f Zar Fuel piping and distribution (up to 4 outlets) Type: LPG NG Oil PhoneiO3.' 6 -8 43 Fax: /4. OW E - mail: Fuel piping each additional over 4 outlets Process piping (schematic required) Number of Name: C R)5 /� RC/WT -GTS 0' & .JG2N Other QS Other listed d appliance or equipment: Address: /03.5-0 BRaN R0/1-0 '1S7 Decorative fireplace City: /I4a tierOAl I State: f(NI ZIP: 55',39,3 Insert - type Phone:9Q -, -014 I Fax: CAR-4621 E -mail: Woodstove /pellet stove � Other: Applicant's signaturciA bl Date: 9 -27-m f Other: Name (print): '?AL sted Not all jurisdictions accept credit cards, please call jurisdiction for more information. Permit fee $ Notice: This permit application Issuance fee $ ❑ Visa ❑ MasterCard Credit card number / if a pe rmit is not obtained o / / Plan review (at %) $ Expires within 180 days after it has been State surcharge (8 %) $ Name of cardholder as shown on credit card accepted as complete. TOTAL $ Cardholder signature Amount 440-4617 (6 /00 /COM) Department of Environmental Quality o regon Northwest Region Portland Office y r 2020 SW 4"' Avenue, Suite 400 � R Theodore Kulongoski, Governor Portland, OR 97201 -4987 (503) 229 -5263 � `� FAX (503) 229 -6945 December 1, 2004 TTY (503) 229 -5471 Paul Trone John Drentlaw GeoDesign, Inc. Opus Northwest, LLC 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsite Portland, OR 97224 17001 SW 72n Avenue O Tigard, OR 97224 ' E C t U � k.,4 T Robert Davis De 0 Washington County 0 6 ? 0 4 155 N. First Avenue, Suite 300 O tt Hillsboro, OR 97124 -3072 L NG DE RE: Former Durham Quarry/Bridgeport Village Development ENa DEQ Approval of Plans and Specifications for Building R2 DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building R2 at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building R2 plans and specifications were dated November 3, 2004, and November 4, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. DEQ has noted that the vent spacing in Drawing V -1 does not meet the specification for placement of no more than 25 feet from any portion of the foundation. The corners of the building at gridlines E -7 and D.1 -8 are more than 25 feet from the vents. DEQ requests modification to the ventilation piping layout such that these areas are within 25 feet of the vents. Please modify Drawing V -1 as appropriate and re- submit to DEQ for the project file. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, ;Le_ A Jill Kiernan, P.E. Senior Project Engineer cc: Tim Spencer, DEQ Renee France, Ball Janik Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright Tremaine Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin . 6 ev e . ,ti'+ IO regon ' F D e partment of Environmental Quality F'e13tc -< _, 4 � 1' Northwest Region Portland Office v ,': 2020 SW 4 Avenue, Suite 400 *. .V ;., nr.,v€ �;;y� Theodore Kulongoski, Governor Portland, OR 97201 -4987 ?$: _� (503) 229 -5263 �� FAX (503) 229 -6945 TTY (503) 229 -5471 CST December 1, 2004 Op RF C - 4q T'� oe F 4 c 6 Paul Trone John Drentlaw r!( /4Q trr��' Z Q�9 GeoDesign, Inc. Opus Northwest, LLC �FP rp 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsite � Portland, OR 97224 17001 SW 72 Avenue FN S Tigard, OR 97224 Robert Davis Washington County 155 N. First Avenue, Suite 300 Hillsboro, OR 97124 -3072 RE: Former Durham Quarry/Bridgeport Village Development DEQ Approval of Plans and Specifications for Building R1 DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building R1 at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building Rl plans and specifications were dated November 3, 2004, and November 4, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, /i ernan, P.E. Senior Project Engineer cc: Tim Spencer, DEQ Renee France, Ball Janik Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright Tremaine Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin 1 pF (13 f O �'% . ' � of Environmental Quality O re o ,Al = = "' . :c \ Department : P:Pk%, - — S i i i p Northwest Region Portland Office '' 11 , ?: Z 2020 SW 4` Avenue, Suite 400 4. • ..N: �,r / Theodore Kulongoski, Governor Portland, OR 97201 -4987 \ \. / (503) 229 -5263 FAX (503) 229 -6945 TTY (503) 229 -5471 December 1, 2004 Paul Trone John Drentlaw Op 9 GeoDesign, Inc. Opus Northwest, LLC O � C� L� 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsitee F Q ' 9 T / Po OR 97224 17001 SW 72" Avenue cl(// 4 4 0 6 , Tigard, OR 97224 49 /N� �, < 2 0 0 ft Robert Davis '4i Washington County �� , f 155 N. First Avenue, Suite 300 Hillsboro, OR 97124 -3072 RE: Former Durham Quarry/Bridgeport Village Development DEQ Approval of Plans and Specifications for Building H DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building H at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building H plans and specifications were dated November 3, 2004, and November 5, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. DEQ has noted that the vent spacing in Drawing V -1 does not meet the specification for placement of no more than 25 feet from any portion of the foundation. The four corners of the building are more than 25 feet from the vents. DEQ requests modification to the ventilation piping layout such that these areas are within 25 feet of the vents. Please modify Drawing V -1 as appropriate and re- submit to DEQ for the project file. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, • Kie rnan , P.E. Senior Project Engineer cc: Tim Spencer, DEQ Renee France, Ball Janik Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright Tremaine Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin • StRVICE C114111 P Permit Appli cati o n OFFICE USE (»L V (z.�l -/ Penner no.: C� — $ " � om; , Jurisdiction: City of Tualatin • ` Address: 18880 SW Mattinazzi Ave Tualatin, OR 97062 ' Date rec Pa eived d : no.: Building permit no.: • L. Phone: ( Fax: (503) 692 -5421 Project/appl. no.: Expire c: Clackamas lnternet address: www.citualatinor.us Date issued: /_G -i By: eV , Receipt /` Washington ll c o u t. t • t s Land use approval: Case file no.: • Payment type: • T1PE OF PERMIT J I & 2 family dwelling or accessory J Commercial/industrial J Multi - family J Tenant improvement J New construction • J Addition/alteration/replacement J Food service J Other: • JOB SITE INFORMATION FEE SCHEDULE tfur special information use checklist) • • Bri , Description Qty. Total i , New 1• and 2- family dwellings only: Tax map/tax lodacctaunt no.: (iadades 100 ft. for each utility oounectioa) Block .• �+ SFR(1)bath 1 . Lot SFR (2) bath 160.00 Project name: • SFR (3) bath 192.50 City /county: ZIP: - Each additional bath/kitchen 47.00 Descrip 'on location of work on premises: Site utilities: Res. Over 100' storm • ' � P - - 4 / I Catch basin/area drain 3 • 1 / ir Est date of completiodiaspectioa: Drywells/leach line/trench drain ■ 11 PLUMBING CONTRACTOR Footing dram (no_ ha ft.) Manufactured home utilities _ 2500 Business name: Cr, Sc aege �t°c4 4V t� in Manholes 9,00 Address: co G r .a < Rain drain connector • pa 9.00 fr 1 1 1 1111 EB ZIP: C2 Sanitary sewer (no. ha. It) MI 30.00 Phone: D •- BEM= E -mail Storm sewer (no. lin. ft.) /(,a - 30.00 Lail CCB no.: l a )C (Z Plumb. bus. reg. no: 3 3 Z, . Water service (no. lin. ft.) _ 20.00 . City/metro lic. no.: _ Fixtsrret or item: 11 ■ Contractor's representative signature - G �id�l�l't, Bac k` low Valve 9.00 Print name: r1 41111111111 f e. Back flow prevrnttx 9.00 t9O u Backwater valve 9.00 CONTACT PERSON Basins/lavatory 9.00 Clothes washer 9.00 Dishwasher 9.00 Drinking fountain(s) 9.00 Ejectors/snp 9.00 hu • + Fax: E -mail: Expansion tank 9.00 ,< • CMNER • • • Fixture/sewer cap _ 9.00 , Garbage disposal Mailizw_ address: Hose bibb .m 11 Phone: 9.00 I Owner installationfresidencial maintenance only:, The actual installation Primer(s) 9.00 will be made by me or the maintenance and repa.ir made by my regular Roof drain feorruncrcial) 9.00 - employee oa the property I own as per ORS Chapter 447. Sink(s), basin(s), lays(s) 9.00 Owner's signature: Date: SumP 9.00 • ENGINEER • Tubs/shower/shower pan - 9.00 Name: • Urinal 9.00 Address: Water closet 11 9.00 Water heater • 11 City: I State: I ZIP: Other Hourly Fee = 40.00 Phone: I Fax: I E -mail: Total Mini fee ..._ S I , N ot all jwudi ti«a aecepe credit catty leas pe "I iurisdetiw "" "K` infsxmatioa. Nader: This permit Pl mit applicatio D Visa D MaucrCani Nan review (at _ %) S / expires if a permit is not obtained Cr 44 cad.utabcc i State surcharge (8%)._...5 1 E iskcs within !d 0 darn after it has been TOTAL ... - - - - -- S i /q 1 a Nazar of cardholder as ,.•- ■acted «card accepted as complete. 1 S Cardholder simatuce Amount 4 _4616 A 6 00 CO \t? 2clia 1 7D 1661t , U. C— D t;l' 'Y F _T AIATIN - BUILDING DIVISION 'P.ERMIT 18880 "SW'MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. Application Number . . . . . 04- 00003448 Date 1/06/05 Property Address 7315 SW BRIDGEPORT RD BD R2 TAX ACCOUNT NUMBER . 2S1W13AC01201 ALTERNATE ID 01252500 Tenant nbr, name BPV - R2 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 727766 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info . . . . FIRST FLOOR SQUARE FOOT 9723.00 Permit PLUMBING PERMIT -COMM /INDUS Additional desc . EXTERIOR STORM Permit Fee . . . 90.00 Plan Check Fee . . 22.50 Issue Date . . . 1/06/05 Valuation . . . . 0 Expiration Date . 7/05/05 Qty Unit Charge Per Extension 2.00 9.0000 EA PLBG, OTHER SAN OR POTABLE 18.00 1.00 30.0000 EA PLBG, STORM /RAIN DRN 1ST 100FT 30.00 1.00 15.0000 EA PLBG, STORM /RAIN DRN ADD'L 100 15.00 3.00 9.0000 EA PLBG, CATCH BASIN /AREA DRAIN 27.00 Special Notes and Comments NEW BLDG SHELL - R2 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 138.30 SURCHARGE -PLBG 27.76 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 691.51 Fee summary Charged Paid Credited Due PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. i. ' L!TY OF: TJATIN BUILDING DIVISION PERMIT - - 18880 SW MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. -----------------------------------------------------------------------=---- Page 2 Application Number 04- 00003448 Date 1/06/05 Permit Fee Total 90.00 90.00 .00 .00 Plan Check Total 22.50 22.50 .00 .00 Other Fee Total 17599.57 17599.57 .00 .00 Grand Total 17712.07 17712.07 .00 .00 PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. It 84 & C —1, 0 T ‘ [ ....- -i. . \ e 965f,14 4-P4rogivl e. SINK AtteA viz/MN i Li! '- m.... _447 it , To . fi A A ( : ........._ 0 STOgili '-'''''•-■.... .., I > — — ---- - - i ...,...---,..,-,..,...- -... I . .4.' • 0 -, MIN 1 i '--, ,.... / / :://77^■ .....,-,,,. . 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L.- 0 BB)" , liniiik I - _ _.._. ____...... 1. : ......_:. ,.... -- R.- -- . ... - • _. .. ..__________ AiPt '5 ii 4 - Wit NW"' . \.. _...i i WATER , i.._____ 1 , . • ' , -- _. ., .... ..... .. , ‘ ............._____ „ ! Aup-1 7 „..... ..............._ i , .. , ._.......... " i 1 • . ....... ,., , ,." . „I , l*C.4 - .• I '' i-i: •.? ft _ 17 ----- 4, . ii.,71.-Illa■ -,-.1•Bi-/-14 _ . .... 1 I -1--- , s„, r , i ! •., • ,, ; c' Atil2 It . 1 4... . • MI ,...,„ ; 1 i ' I ‘ ico &P.m. 1 i. 1 i • ,, li .0 t r ; - 1 j ,,, ..... :... ...... v. : ...........II , , ' ',-..' -, - i ,•, 1 ' ; WT _ . . •1 , , , : ..,_, I : _...__ : • • ---- i - r F i ' 4 ----------" N / GENERAL NOTES lo PUBLIC CATCH BASIN H - 340 STM INSTALL WYE FIRE SERVICE I C BARRICADES AND PA SPEC fnr��. _ - - MATWIML SHALL CONFORM TO NE REQUIREMENTS CC WIRY EASEMENT WomM MID _ .. • .. 1 it CItt OFIU DESIGN STANDARDS. S . i. P --_ _ _ __ - - _ -_ _ 10 .00 Lf 12 D.LP 21.10 LF 10 STY.. - O © " - I L THE CON 9HALL OdbNN ALL REOUIREO PERMITS AND LICENSES r _ - S�J,U1fJ Q• y - _ - H. 25' BEND pis I EFOpE sTARTINC CglSTRUCTION. 300.00 Lf 1e sTM I') - - - - - - - -S -. '- 160 .13 H -37 _ J _ ® �� CATCH B ASIN H3 O O CATCH BASIN # w � ) 228.68 LF 18" STY I / I 96.47 LF 12' STM 1.)_ GRATE 178.48; \ CR ATE - y I _ U L COSTING ING UlUTILITY LOCATIONS SHOWN ARE APPAPPROXIMATE ONLY; ; ,�� _ \ - _.` ` _______.._ O 5 0 v 1 �• / O S =O.JOA I I - \ 4.85 LF 10' STA 9.11 LF 10' STM 1 �LL -1 I1• h, J OUPD UTILITIES MAY EXIST. TIC CONTRACTOR SHALL \: \ •.\ .:\ \\ 6 r . / I . r �rM UTILITY PRIOR TO CONSTRUCTION AND SHALL , O . ]I , -. \ \ \\ \\ \'.. :C.� 4228 LF 10' STM • �. I SA M MH H - - l ©��1� -•�� . > UiRANfA= FOR THE RTlOCRELOCATION N aF ANY N CONFLICT NTH 1HE PROPOSED i 0 �. I - O V CATCH BASIN H330 � \ I RIM -17 .7. 3 s. re , +s / :p� r. 1 � ► t I !!1 •>4 pI7s1TEICTKxH. © -A =1 3 , I § s F 10' s Y u !y � r F a s-4 � 1L I HAS BEEN RETNNED TO PROVIDE DESIGN AN \ `.�\ \ , � ` - -"- IE =17650 0 s- 2a.47A o s, , �, f ` `� � ! F' F ' _ I 3 c L 1HE ENGINEER ;A�.�yr�, r p � ° `° ,p y p S . r - J RENEW SERVICES RELATING TO THE CONTRACT. 4.76 LF W STY i ` .01 ,60 1 S r r - , ` .J c c c C a' Q INSTTLICITCN E - 175 • S•2 ARE DEPAR %• • • • - f , . \ + ` '� o / C L cot/TRACT" SHALL NOIVY THE ENGNEER, CITY OF IUALATIN RF CAL MEWS \.. .,�i . 4' D.LP. DLYIESIIC SERVIC 8 _ x. \� I t CIS 24 HOURS BEFORE STARTING CONSTRUCTION OR RESUMING WORK " ' `V ..." r''' . O 1FTER SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION OF WORK dk s G ( 1 -r/2 1K11ER METER O \ \ Z [ FIRE HYD RANT ASSEMBLY ' \ A e 1p111.0,41/X 111.0,41/X SUNDAYS OR HOLIDAYS. O • f r u'. 6 2 72 LF FDC 7F ` ` � � VIEW KEY MAP �� i N �,�49 13.57 LF 10' STY ( �f DEPARTMENT CCHVAECB0.Y , ?y/I SIZE TO BE DETERMINED BY SPRIAd4pP CA TCH BASIN H ,s � � --U Nor To SCALE L { THE CONTRACTOR SHALL ASSIST THE ENGINEER IN PREPARING AS- (MACARQV! GRILL ' .A r MANUFACTURE'S SPECIFlCATIONSJ © 7 TE•180,40 " \. g G LL v )3NS1RUCTE0 ORAWNGS. v ( . . `" f ; ! � ' - t: . -.. I. A ppApJTIaN PERMIT IS REQUIRED FOR REMOVAL OF EXISTING 69 LF FDC LINE \ O `�� ` j4'60 LF R ' MACARONI f /, ` 16.62 Lf 0 5 .,., \ J • ZO• PUBLIC 0 7.92E 112 BE DERY1OVED BY SPRINKLER , . GRILL /' /",r.'ir O YI Wes' /AAAMA�AC1TIRf'S F7CA77QN5 UTILITY EASEMENT SIGNS. PAVEMENT MARKINGS SHALL BE REGAL J � } ; 14 Y F 1B3.00 •:;;;,,, L ALL STREET :f� DE TALL STORM MANHOLE PER DETAIL ON STORM SEWER Z TARNISHED AND NSTALLED BY THE DEVELOPER AT HIS EXPENSE. REGAL O STM MH H 4 l • 17.94 lF 8 SAN TCH H DETAILS SHEET PER PLULIBNG CODE. 0 tecj =1a,1' ? ? � 1(( IE- 178.50 O 5- 0.1132 Q CINEMAS -z!a �, SAN MH L - 120 © /4 7 \ © INSTALL SANITARY MANHOLE PER DETAIL ON SANITARY SEWER _...1 0 _ • D.DSERVICE ,. I M -18 .1 O r - WATER METER DETAILS SHEET. CITY OF TUALATIN 324.1.00. © v � - . f 6 GATE VALVE � . .. f h b • � C I- Q M CLEAN OUT B" FIRE SSERVICE Q1 \ \ STORM DRAINAGE ©RI STM.183.98 i 778 / ,ey r T r G �TORM CLEANOl1T CC 0 STM CLEAN COT 16..• lFB ifra CATCHBA � r 7 IE -16224 £ - 182. 98 - I ---2-1 ,� INSTALL SH CLEANOUT PER DETAIL ON STORM SEWER 0 < 16.72 LF tY STTA E - 162 E =1 ' S - ■ . 1.t + . THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. BL£ DETECTOR 4 p / v,� oM I CATCH - ••M C DETAILS SHEET. W 2797 LF SAN . - 47.38 LF 8' S1 M Y, J" 26.09 LF 0' STY I I © CRA -1: B• ARE SEANCE,. WY REVISIONS SHALL BE APPROVED BY THE DESIGN ENGINEER AND CITY O 5 -0.501< ® � !! £yENTOq yALI£ T TUALA . IE -LBO. O S - 0 .0200 /;- \ 6•X8' 0 S - O . SOA .� _ 1 J7.9 if LLyy ON PLAN AND M CLEAN OUT 8"x8• wit ¢¢ , © CATCH BASIN G 10 4" OLP DCWOSIIC SERVILE L ACCEPTABLE STORM BRAIN MATERIALS ARE AS SHOWN '' INST A LL f7 AR C Q O YHOF0.E SHEETS AND SHALL BE TESTED IN ACCORDANCE ON PLUMBING QS1 RIM- 183.94 © S1M CLEAN OUT \ ? � ` 3 C r ( .L• li GRATE 180.7 0 INSTALL SANITARY q.EANOUT PER DETAIL ON SANITARY SEWER CC - IEM 181.71 RIM 16398 \\ \ W� a� , 1 I • MANY AEffR - P- XIOE STANDARD SPECIFICATIONS. , - \ �` t. r��u�o\� / ' `,1 f 20 p 1 DETNLS SHEET. 27 - LL 8' SAN E -18201 V N „ ;„ 4 ` UTNJTY EASEMENT Ply, FIRE HYDRANT ASSEMBLY g U i g L STOW CANN PIPES SHALL BE RUBBER GASKETID. LATERALS TO BE E •1 0.25 O S-... 2371 LF 8' STM , \N•• 1 ,,, ,i,. -„ („.l 9 ' • .. M PLC 3034 AND WHITE IN COLOR. : ',X,\ \ \ " \ \ \ \\ • S -O.SOx \ S.\ A �� ` � I : `' © INSTALL LYNCH S1VLE CATCH BASIN PER DETAIL ON STORM CLEAN 001 � _ t2' xa ' WYE ° ° \\ �, ` \ \\ 20 .11 I I SAN MH L - 110 �" s . /� - 0) SEWER DETAILS SHEET. PRODUCT TO BE ON APPROVED UST I. NSTALL TRACER NRE PER PLIRABINC CODE. YAI 77�� . • �y \ 0 u 4 51M IE -177. • P O 5- 0.2000 .�, RMI- 162.82 / © I CATCH BASIN G 330 r - © ry, �� 'a y� - Y 13.00 LF 1M "STM BY OREGON STALE BUILDING CODES DIVISION. ll _ M / f � I' DIA S AND 0.5% FOR " S DIA. ORALARGERINIMUM SLOPE OF t% FOR �� 0 CLEAN 41, k.',. 5 . 8 ' `� \ \ �� \ \ \ \ \ \ \\ � p � STM CLEAN 1$3 B8 SATE - 1: 4' D.CP. 178.7 O Ox J e(M 71.13 BEAD 'o_ a�' I'0. c y / ✓ V c U L• 1.. .. •� f2'.Y72' TEE I STM MH 0.210 . o , '/ / � � v / //'4';:',L.'•', ` i ° INSTALL FLAT TOP STORM MANHOLE PER DETAIL ON STORM C r- . Z ♦ I Y 00■io � L�� RIM © '�' / / / C/f r ,r „,, 4 1 -I/2" WAT r 0 � 17 1 " S ■ ■ ■ ■ .•.M -�.+7 E :181.89 SANITARY SEWERS P RWA - 18226 .0 / ,r, SEWER DETAILS SHEET. CITY OF TUALATIN 324.1.00. 1 .. - a■IOrHZ p■41I : , "\ \: S -2 : c GRATE = 183.92 /F � • !' , � r % I / to $ 11 0 8.4 .M .. v■■�`I 36.58 LF 12' S1 O RIM =783 i „u I � �; I � S-�� i s . N: - M . 1.17.: N 0 u��i i O s -0.50% PFl4 : • :L 1 \ ` . � a A _ 14e ts• sTM -0 5 - 0.4011 � a� , O I. ALL SANITARY SEVERS ARE TO BE AS INDICATED ON THE PLANS AND : �` M 10 2' STM ►/• { I \ >n, ,., ® _ - _ _ - - ) - - J � ` � y�R C • INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL ON WATER SHALL BE TESTED IN ACCORDANCE NTH CITY OF TUALATIN PUBLIC ■ ■ ■■y: Ii- \ \ CATCH BASIN 5$40 GRATE - 18293 © .:I4 M� 10234 !f T ALP.- \ R 9 R ----1-44._, SYSTEM DETAILS SHEET. CITY OF TUALAIIN 328.0.0. W WORKS CONSTRUCTION CODE. LATERALS TO BE PVC 3034 AND GREEN .ii ■ I I \ - © \ \ \\ \ s J - - -- , F . N COLOR. L ■II � y -sF ''' 1 ©� \ � M \\ \\ �Q \ \�\ \� \ \ \� \ \ \ \�� \ \. \\ I � !, d��4t� ,- G ■i _ �' vY o■ �� ■ �I■ LF 10 9 ��+ 2. AU. SANITARY LATERALS SHALL HAVE A MINIMUM SLOPE OF 1% FOR ■ ■■ it as i iii 1. 4... ■ ■i ■r ■■■i� J O w� 1 •�, • "ffi ® INS - - - , > ` 07 -1 ?" WATER !AMR Z 2 - 12' DATE VIAL lf3 1■ neiranp - -- .SAN MH S - 120 ° fC palm. 11C ®- dp: i • .-., INSTALL WATER METER AND HOUSING PER DETAIL ON WATER Q 4' CIA. AND 0.5% FOR 8' DIM. OR LARGER. !�I�I - ■ -- �� - rg � y� AVJ E� 73.54 is 12" S1M ` " © I ' `` .r•'� Lilian' E ASEAONT� / ". pMy SYSTEM DETAIUS SHEET. CITY OF TUALATIN 329.0.0. J 3. ALL PRIVATE SANITARY SEWER LATERALS TO BE TESTED PER MI J..■.Itr�ICY _i_7"_ -- 10 /. 47.32 LF 6" SAN r JQ 20 L F 10' A ` ^ T a PLUMBING CODE. ■In..■B,•-l■- �3ii�i■ O 5- 0.59A - -- , ` � ► _ _ -yr\\ M � � H ( ,1,., �__,, -." 7 © c IE- 179.OD O .52% - ✓` 9 12 VM VF Iir3L�i° n • "x•" I. a TM MH S - 220 0 . 1 VALVE I' u 4. NSTNL TRACER WIRE PER PLUMBING CODE. ■1rur1000 f0" S W 1 = 1. P IE 1E44177.6 7.6 - 2 _ r INSTALL LEST TEES CM LATERALS FOR TESTING. '• • - 4" "' DOMESTIC SERVICE 0 °INSTALS SHEET. GATE VALVE PER DETDETAIL 7. WATER SYSTEM 5 • 11:12272:- . "1 6 "i��i■� *,= 4 A i 0 u 57.70 Lf 6' SAN = � y <` ' DETAILS SHEET. qtt OF 7UALATN 327.1.00. [ _ s �� , 1 -1 WATER METER � �■� aIl■■ . .r .r'.vOn ^ ■ ■• �' r r r r .. n E- 179.00 • 0.0350 i ■ ► i I T■ . • '�r .■ ■■ ■'I� I , ' E \�� A _ r2•XB' TEE 6 flRf sER QE - `'' WATER SUPPLY 06=10 aP�rA f i -- . ' . o \ \ �. • I i C■r�. *7 1 / / .;N. ' i./i i, ,, .,: ,., , • t //, .. / ; I ® , - , r£vALLE .i PAD • .: ■ ■ ■ ■■ n � � ti \ O \ \ \ R \ \ Q \ \ O � + ; > , , y I; � \ \ \ \ \ \ ' . INSTALL 8' GALE VALVE P E R ON WATER SYSTEM e 1 L 7 I ■ CLEAN OUT V -210 / DETAILS SHEET. CITY OF NAUTIN 327.1.00. 1. ALL WATER SYSTEM WORK AND MATERIALS SHALL COMPLY NTH THE C � / I B CITY OF TUAATIN SPECIFICATIONS, THE OREGON STATE HEALTH e I �'�� p II r ! /•: • M - 184.10 0 20' PUB LIC FIRE HYDRANT ASSEMBLY° u / ,, OMSCH ADMINISTRATIVE RULES CHAPTER 373, THE CURRENT I ■..;; 1T .. lt` i % UTILITY EASEMENT / ' „ ° j FF.-183.50 - Or GATF VAI SF .5., o AIWA AND APWA STANDARDS, IN NAT ORDER. 1V. . : :: MS p 1M 4 I 23.33 IF 10" STM INSTALL 6 GATE VALVE PER DETAIL ON WATER SYSTEM n " D DOMESTIC SERVICE .I ■ 2 M.I. WATER LINE PIPE SHALL HAVE MINIMUM COVER OF 36 INCHES TO /Root " ..1 4 E- 17%75 0 S -0,50% Q ;■ J� � � CATCH BASIN L- 320 'CATCH BASIN 0 DETAI SHEET. CITY OF 1UAUTN 327.1.00. 8 I -1/ WA M£IER /'..■ GR ATE =182.63 •� 0 uGR 182.00 O 6 N 1!E FMSH GRADE, 24' FROM METERS TO BUILDING. r 1 �u 7 r r " :ii �� IA ■ 27.35 LF 10 STM r 3. THE /ryv•-- ..4'__ 1 . j E- 180 0 S- -2 I II ,\ I INSTALL BACNFLOW ASSEMBLY I PER DETAIL I ON ' WATER M L1• E CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT PIPE ■1�5�' . •i _ peter 25.93 LF 1 0' CATCH BASIN C - 320 fj NTERIORS, FITTINGS JW3 VALVES AGAINST CONTAMINATION. 1 ■ A'• � • ••!-fi■ 52% .. r .ter -11 4 R i i oil • 17 E'7 1 T © '� SYSTEM DETNLS SHEET. CITY OF IUALATM 727.0.00. 's3 « jl f: , • 9 CY /::.;: IE -173 B6 •.I r o ./ g . a 4. MAN UNE VALVES THAT WILL NOT BE DISINFECTED BY CHLORINE IN 'F Y - 1 �;��__I I , / LOC FOR 24 HOURS SHALL HAVE THE INTERIORS SWABBED NTH A 5% I4IJ 1 T I �/. • ' 33.53 LF 6' SAN / ':i l ,■' �� 7229 LF 12" STM \ , / 1XHFASF TRAP �� .. i HWPOOLCRITE SOLUTION BEFORE THEY ARE INSTALLED. i .t f i 4 � .ro 1E-17875 0 S- 0.0663 BLDG 1E-17%25 0 S- 0 ■ ■■ . ) - - - TAI " s4 13 G in ■ ? j, ■■■ • 5 -0.5JA INSTALL GREASE TRAP PER MANLIER N. PROVO � & ALWAYS USE APPROVID RETAINER GLANDS AND RESTRAINED PIPE P I 1 P P ■ ■■ " ' ° DEPART RING AND CALC ULATIONS TO nAL ALONG ON I� ■ t Q B B' 7 F €� STM MH C -210 n DEPARTMENT. INSTALL PER PLUABIN COOS. PRODUCT TO BE ON Y v p / INSTEAD OF GRAVITY AND BEARING THRUST BLOCKS AMENDER POSSIBLE. " .L I / � 4,7 C ■ ■ ■ I S GA VALVE R6/- 162.37 APPROVED UST BY OREGON STATE BUILDING CODES DIVISION. 9 ,' // Fr-1134.25 1 ■T I �y R` r, TT MM ��EfAA11 // / •l l _ s 7 6. THRUST AT FIRE HYDRANTS SHALL BE RESTRAINED USING MJ '�`� II � . ■1 i " L a, I '' . FIRE ()EPA' T y.,u3 P ON UI RESTRAINED JOINT FOLLOWER GLANDS AS MANUFACTURED BY EBBA IRON _rir\ Ir 4■ - r ; �■■► _ FIRE HYDRANT ASSEMBLY '' 1 F i BI OW OFF ASSFMLII Y / WORKS. STM MH L - 220 .1 y e.; O . - - CRATE & B ' 4 \ , Mw i V.7:41747.:' I SAN CLEAN OUT V -120 O RIM - 183.30 - € I " r - I INSTALL 3' BLOW OFF ASSEMBLY PER DETAIL ON WATER 7. THE PIPOJNE SHALL BE TESTED AT 150 PSI AT THE LOWEST POINT FUME t ri % F1114=184.50 O . < ■ ■■' : . 20 Pl/81IC • TEE O ' .` 70.97 � I S DETAILS SHEET. CITY OF 7UAUTN 327.0.00. r LI UTILITY EASEMENTp SIZE TO BE DETERM _ ,,, OB' GATE VA W ` ! NED BY SPRINKLER 1 P-6.16 rn AND HELD Al T PRESSURE FOR 30 MINUTES. THE TEST E IS 4N BE ppNorA .. ■ 10' PUBLIC I '4Pf MA NMFA CTUP ES S PECIFICATION . 5 ) c ■TRESSED BY THE CITY OF TUALATIN INSPECTOR AND NE LTIGINEER. p!� t • = � , , _ ■�, I UTILITY EASEMENT r�r I / / DEPARMFNT CONNECTOR (FDCl €� W • RREL9E5 TO BIIEDINGS, 200 PSI FOR 2 HOURS WITH NO LOSS. ■ ■ ■ �1 ' ii � .. ■ ■ 11 X8' TEE I mo■ • STM CLEAN OUT S� CLEAN OUT ;' 15 INS T ALL FTC PER FIRE DEPARMENT CONNECTION DETAIL ON ! i R a. THE • WIRE PIPELINE INCLUDING SERVICES IS TO BE THOROUGHLY I iL�mm■ as wi' r SAN CLEAN OUT P -130 1Y • 4E VAL* +�i © RIM- 183.53 O BLOW O F F A Ly WATER SYSTEM DETAILS SHEET. Hb d B ; ram= ar.� Py I ■ ■' IE 178. RIM- 193.53 W , .^ / 01 9NFE CTED AND FLUSHED IN ACCORDANCE NTH THE CURRENT CITY CF :L■1m■e `. I 4,,,„:-.. / / I• ■ 'r RI =184.40 P-1300 ° lu��CIA L --- IL4179 :15 --1 ` - - -- 17, • ( ; R� TU ALATIN SPECIFICATIONS. TEMPORARY BLOW -OFFS ARE REWIRED AT 1 +� 1 ;• a 'I►'�F 1� �� -■ � LF r 5 12100" WYE IIIMIKAI 1 �- �a � ENGINEER N OTE TO THE CONTRACTOR q CC y �, ALL DEAD ENDS. f R � i I [1. 129. L F 8 D.LP. f ,,, , , ► n � o g y • - 0 S.40.0085 E - tn - rt 1 `� _ - I - . Co I .. A 5>I 9' FNERGZING THE WATER SYSTEM, A WATER SAMPLE SHALL 1 ' •• 6 �' . • SAN CLEAN OUT P -140 Aa ■i �.. EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILIT OR STRUCTURES x • PRIOR t0 A . 6 'y /. SAN MH L - 130 �� © O v n II i.,,..., BY THE CITY OF NA ATER Y A SUBMITTED TO AN _ O v : , I 63.39 LF 10' STY art A, 'D SHOWN ON THESE PLANS ME OBTAINED BY A SEARCH OF AVAILABLE p EDITED TESTING LAB, AND RETURNED TO CITY OF NALATIN A�r ,[. ■r��q�■ RIM-184.42 ; € ► • ! O S.2. , 0 S-1 72%r /"; I O 17 RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 9 NDICAIWIG NO HAZARD EXISTS. -- •F •6 19.16 LF 10' STN _ n UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. TIE CONTRACTOR IS > a - .. :. `■ �r'�r,� • O / _ / •. . , - :, , rr.• I (•9 85.00.0 J •' C a `` .... t �,� ` � ■■F ■I 1 d 0 r r �/ E- 179.75 O S -0.50% / ' "/, - ;, - 5 a REQUIRED TO VERIFY ANO TAKE Dl1E PRECAUTIONARY MEASLMES TO PROTECT ., 1,1 A ■ • r ■ ■ / r 8 35.26 F 10 1 (INTERNAL AND REMOTE) SHALL BE A MAXIMUM OF 70 - ' j B '' �' ��1■r■�t - "` 7/ 4,, / r // , - _ D y ` m IE- 180.00 • S- 1.009. THE UTILITY LNES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURRIER C. MINI FE ET NC A MINIMUM OF 3 FEET FROM NEAREST FIRE HYDRANT. I -_ '� - - =rU- ® -� •• - .7.!..9.._ I ; fie ' �� - 0■■[ - - - I r / B FI j �j \�� -€ ••- Ilk ASSUMES ALL LIABILITY ANT RESPONSIBILITY FOR THE UTILITY PIPES. ' 1 11 aEDtx:FD � ■ rr ,. 4 , t [ I _966 LF a SAN I J I 1 c CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON • T HESE DRANNGS. (Zill:; ` a PRESSIxtE BACKFLOW DEVICES REQUIRED ON ALL SERVICES l�' �yy� k7 �� i t 1 r 'f � ■ � ,�[ ��i� ■ i I - IE 1:1 00 O S =O.D100 ` 6 " FIRE 5 'VICE 1 p / i TO 9UILONGS (DOMESTIC I. f X1 � 06!•I ■� i t 2 1 �p1 M ■ [[ ■�[ 1 91 5J 48 i o a 1 12 NST )' � L.. 'I ■ .[ - r _-. M f { ' - PAlt0)) 'l ■r� F10 I " - SAN CLEAN OUT L - 14O THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ALL 7R b u.l! • . � - C- . ..f -1M■r L M j_ ■r I - O • •�• 1 OO RESPONSIBILITY FOR 1HE JOB SITE CONDITIONS DURING THE COURSE OF C ACER NRE ON ALL NON- METAWC SERVICES TO $ . : 1 I, M..- ' q � p• 1 IE= 179.90 i 1 i �0 LF 11 g ''I `' ".'c 4 D.I.P. DOMESTIC SERVICE CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND E j $ 9 6 _- 9.77 LE to" sDA �� CA TCH BASIN L 330 m° 13. Dojo, DECKS REQUIRED ON ALL IRRIGATION SUPPLIES. .` E71. ° � N 36.13 LF B' SAN IE =181.00 0 5= 14.02% I � T' ":.'• © - 1 - I/2" WRIER METER O PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO In 15 I.E 3" 5ANL bill 23.33 LF 10" STM «- 1 NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND / _.�n P 1 14. q I ° r IE - 180.25 O S =0 S TM CLEAN OUT P -220 �= TE AND IND EMN IFY AND HOLD THE O WNER AND THE ENGINEER HARMLESS FROM ANY ,c1C7`�' I 'LL IA.EpLI JOINTS TO BE MECHANICALLY RESTRAINED. q E�t + . ; :�A I: � , 4� "' O , ..1 ac:. 3O 2J 3J 70 STM CATCH BASIN L - 335 - AND ALL UABNTY, REAL OR ALLEGED IN CONNECTION WTI THE o cw E •° Ei V ; r_�� _ , .j.1..ou. 4*--.., .. � gist :u•m L © : PERFORMANCE OF W ORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISNG V TloeaPF a Q I -1 7 - _! FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ��•' I . • fi ' CONTRACTOR SHILL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND / \ DIMENSIONS OF EXISTING UDUDES AND SHALL REPORT ALL DISCREPANCIES TO • o C® THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DOW.14 0 o /J :W /J \ w,o5 // Z A \ \V/ l i ' 1 V / \V/ r X 2751 1 u DUDEK Daily Inspection Report Pagel of i This document is client privileged information and may only be reproduced with the written consent of Dudek & Associates &t155UCIATE Sheet General Project Information Site Condition Project Name Bridgeport Village - Building R -2 Weather Partly cloudy Project No. Opus- 14 -04 -02 Type Precip. / Amount Light rain in AM Owner /Contr. Opus NW Wind Speed / Direction gusty from SW Engineer Dudek Liner Temperature Max. 45 Min. 40 Sub - Contractor ACF West Site Conditions Muddy QA Monitor Karen Trachsel • Project Schedule Meetings • Date December 30, 2004 Purpose Original Comp. Date Revised Comp. Date Construction Day Working Days Remaining Attendees Contracted Working Days Revised No. of Working Days Construction Activities Activities Started/Completed (by Contractor) Deploy panels 1-4 of HDPE on western 1/3 of building R -2, Wed edge weld seams, pressure test seams. Extrusion weld repairs. Deploy 3 small panels for fire room & electrical room on eastern 2/3 of building Extra Works, Potential Change Orders I ( Materials Delivered to Site 1 roll HDPE, roll # 1 051 21 869 Permanent Materials Installed Panels 1 -4 HDPE Contractor and Crew Size ACF West - 5 men Site Visitor's Additional Comments DUDEK Personnel Activity Karen Trachsel Hours Onsite Arrive 7:30 Depart 16:00 Hours Offsite Total Hours Hours Onsite Arrive Depart Hours Offsite Total Hours List Daily GA Documents Sheet N's Comment Sheet k's Comment Inventory Log- CQA Form 001. DS Tracking Summary- CAA Form 011. Defect Log- CQA Form 002. Photo Log- CQA Form 012. Seam Control- CQA Form 003. NC / Corrective Action- CQA Form 013. Panel Placement Log - CQA Form 004. Laboratory Test Results Daily Panel As- Built- CQA Form 004. List Other. Trial Welds- CQA Form 008. Destructive Field Sample- CQA Form 007. Subgrade Surface- CQA Form 008. Completion Certification- CQA Form 009. GeoDesign CQA Forms.xls CQA Form 010 Daily Inspection Report (2) Page 2 of 2 In -Use Construction Equipment (Include machine numbers and data) by Subcontractor Extrusion welder # 02 Tensiometer vacuum box _ smoke test machine • Summary of Construction Activities ACF West finished batten attachments on western 1/3 of Building R -2, and on the HDPE panels installed for the fire control room and the electrical room. Smoke tested western 1/3 and fire control room and electrical room. All areas passed after minor repairs and adding Sikaflex. Areas approved for sand and concrete installation. Leahy begin to spread sand on these three areas. • inftiBEKRepresentative �� -�-.� Date I ^J - S Owner Representative Date Dudek CQA Forms.xls CQA Form 010 Daily Inspection Report DUDEK Daily Inspection Report Page 1 of 2 This document is client privileged information and may only be reproduced with the written consent of Dudek 8 Associates &ASSOCIATLS Sheet # General Project Information Site Condition Project Name ,'Bridgeport Village - Building R -2 Weather IClear, cold Project No. Opus- 14 -04 -02 Type Precip. / Amount NA Owner /Contr. Opus NW Wind Speed / Direction I from east gusty Engineer Dudek Liner Temperature Max. 40 Min. 28 Sub - Contractor ACF West Site Conditions icy turning mudddy QA Monitor Karen Trachsel Project Schedule Meetings Date January 3, 2005 Purpose Original Comp. Date Revised Comp. Date Construction Day Working Day's Remaining Attendees Contracted Working Days Revised No. of Working Days Construction Activities Activities Started/Completed (by Contractor) ACF West batten attach HDPE, vacuum box test repairs, Sikaflex around boots. Smoke test west 1/3; passed. Smoke test fire control room; passed after repairs to boots. Smoke test electrical room; passed. Extra Works, Potential Change Orders Materials Delivered to Site Permanent Materials Installed Contractor and Crew Size IACF West 5 men. Leahy 2 men Site Visitor's Additional Comments DUDEK Personnel Activity Karen Trachsel Hours Onsite Arrive 7:30 Depart 16:00 Hours Offsite Total Hours Tony Chartres Hours Onsite Arrive 7:00 Depart 15:30 Hours Offsite Total Hours List Daily QA Documents Sheet M's Comment Sheet k's Comment Inventory Log- COA Form 001. DS Tracking Summary- COA Form 011. Defect Log- CQA Form 002. Photo Log- CQA Form 012. Seam Control- COA Fore 003. NC / Corrective Action- COA Form 013. Panel Placement Log- COA Form 004. Laboratory Test Results Daily Panel As- Built- COA Form 004. List Other Trial Welds- CAA Form 006. Destructive Field Sample- COA Form 007. Subgrade Surface- COA Form 008. Completion Certification- COA Form 009.1 Dudek CQA Forms.xls CQA Form 010 Daily Inspection Report D U D E K Daily Inspection Report (C-1 Page 10 of 2 This document is client pnvileged information and may only be reproduced with the written consent of Dudek & Associates / &ASSOCIATES Sheet lt General Project Information Site Condition i Project Name ! v 1 d e poy V ) I f C q_ Weather CIO t(. Project No. V Type Precip. / Amount L-- • G r}) Owner/Contr. G I,(5 Wind Speed / Direction Engineer D U de Liner Temperature Max. I ! J N /�- Min.! '4 Sub - Contractor s W L.-t , Site Conditions m L a 61 OA Monitor .KGii? r1 'rya c h Se) J Project Schedule Meetings Date 12 - G y Purpose Original Comp. Date Revised Comp. Date Construction Day Working Day's Remaining Attendees Contracted Working Days Revised No. of Working Days .,. i itOf §44��`}" T `,.�, ,t ��/t•�t. rj V, ^__wM.O 41{'0 1J :. y$ t . , :,t ,a - 01-0et�"''ttr t• ' . '� {� Activities Started/Completed (by Contractor) I 1- 1,.0 Q S¢ iii v Oft v+ k 1 ovvii 4 _ Q • - -- r t ; n 5+,440 , Ltti.l'►,i s41-14 w y3 L 2 4e n (o ' Ova • 'ri i' j4-e o 6 2 / 5 2 -' Extra Works, Potential Change Orders F Materials Delivered to Site Permanent Materials Installed SQ. rid Contractor and Crew Size , fi- e s f -3 rr' f7 L.ui,ti i - 3 ill e ✓1 Site Visitor's I �J Additional Comments a «. 4 r - e n T r r t C L 1 5 .- 2 ( Hours Onsite S Arrive 9O D Depart'_ b Hours Offsite Hours Onsite Arrive Total Hours r Depart Hours Offsite Total Hours ' .Y. ,. .'r'J il'A L tD8ilY . t . ,,• 4. .i #(1: 6 r F ' 1 t. : i t,, ,.+ �; ` > � � f �.,+�= '�,. � "iwr ^;.`�� i f8E� DOCtJ llleftt� ti a:�'` sL f 'S'.!!c��„�'``.m��Y!.tri,Y,�.. s„:,r.. Sheet M's Comment Sheet Is Comment Inventory Log- COA Form 001. DS Tracking Summary- COA Form 011. Defect Log- COA Form 002. Photo Log- COA Form 012. Seam Control- COA Form 003. NC / Corrective Action- COA Form 013. Panel Placement Log- COA Form 004. Laboratory Teat Results Daily Panel As -Suit- COA Form 004. List Other Trial Welds- COA Form 006. Destructive Field Sample- COA Form 007. Subgrade Surface- COA Form 008. Completion Certification- COA Form 009. CQA Documents.xls CQA Form 010 Daily Inspection Report Page 11 of 2 In -Use Construction Equipment (Include machine numbers and data) by Subcontractor Summary of Construction Activities c,Jes a de( -14 / ) _ n i rt_e n 4v - df/vi I povroce y PS-\e rc P.CL i`y) GludJC( '6 In b sc t1,� t' "fec. - p-e.. L� A ,S pf 5'C( n d 0 L'‘ rn V 2 0-{ b v t l cl i n (k) S v-Pci i s A. a +v u 4 - (r(. L eck. I 54-6(464- J) p rea f{ , h sa 344 .-n. 2 / 3 ()f i v i a(1't. . A- of wr Sty; p o bker' �' 3 Iv L- - a crnci )04 n a 7 Ckecd a iv' vuQ p eiYr ,- 1.‘ I ►r. r . a r ( „ +0 b-e � op q(a s e eti1ooc�rcP 'S ovvN. a ncQ c_ lc, rpow� ,5�-}{, Levi r k d 16 ci a tuQ (o C-46 cetl1 ,I) om G� Representative 7t re_ f I I accAIS-e Date / 2 2 !` Owner Representative Date CQA Documents.xls CQA Form 010 Daily Inspection Report Page 2 of 2 In -Use Construction Equipment (Include machine numbers and data) by Subcontractor Wedge welder # 02 Extrusion Welder # 02 Tensiometer Summary of Construction Activities ACF West deployed panels 1 -4 of HDPE on the west 1/3 of Building R -2. Seams were wedge welded and pressure testec edges. Repairs were extrusion welded. Three small panels of HDPE were deployed on the eastern 2/3 of building One for the fire control room and two for the electric room. These panels were battened. DUDEK Representative Date Owner Representative Date GeoDesign CQA Forms.xls CQA Form 010 Daily Inspection Report (2) ` -� Department of Environmental Quality �„�.,, , regon j ' ; �''� -• =- sa Northwest Region Portland Office • �g'"I i' 2020 SW 4 Avenue, Suite 400 •,.� Theodore Kulou Governor •. Portland, OR 97201-4987 • fl (503) 229 -5263 FAX (503) 229 -6945 December 1, 2004 TTY (503) 229 -5471 Paul Trone John Drentlaw GeoDesign, Inc. Opus Northwest, LLC 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsite Portland, OR 97224 17001 SW 72n Avenue Tigard, OR 97224 Robert Davis Washington County 155 N. First Avenue, Suite 300 Hillsboro, OR 97124 -3072 RE: Former Durham Quarry/Bridgeport Village Development DEQ Approval of Plans and Specifications for Building R2 DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building R2 at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building R2 plans and specifications were dated November 3, 2004, and November 4, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. DEQ has noted that the vent spacing in Drawing V -1 does not meet the specification for placement of no more than 25 feet from any portion of the foundation. The corners of the building at gridlines E -7 and D.1 -8 are more than 25 feet from the vents. DEQ requests modification to the ventilation piping layout such that these areas are within 25 feet of the vents. Please modify Drawing V -1 as appropriate and re- submit to DEQ for the project file. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, Jill Kiernan, P.E. Senior Project Engineer cc: Tim Spencer, DEQ Renee France, Ball Janik Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright Tremaine Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin DAILY SUMMARY REPORT NO. _ 01 -04 -05 TC REV. I LAST PRINTED ON #h7`2 A..3 PM RECESED TAN BRIDGEPORT VILLAGE _ DAILY SUMMARY REPORT No. JA N 19 Tuesday, January 4, 2005 dUiLVINVpEH�NG & PA RMENT OWNER: OPUS LOCATION: Tualatin, OR WEATHER: Clear and Low 40 s, 10 -15 mph wind CONTRACTORS: OPUS, ACF West Construction SUBMITTED TO: Torin Snyder, Shannon Goodrich, and Paul Trone PREPARED BY: Tony Chartres, Dudek & Associates SIGNATURE: TC - Submitted Via e-mail 1 -5 -05 CONSTRUCTION ACTIVITY Building R1 • Finished placing and grading the 2 inch sand cushion layer. • Taped and neoprene gasket perimeter on concrete for battening attachments around the internal footing for column D3. • Installed battening along perimeter. • Plumbers cut off PVC stubs and placed the flush, floor clean outs. • Deployed geomembrane and welded entire surface footprint for building. Building R2 • Concrete placed in the western 1/3 section of R2. FIELD OBSERVATIONS AND TESTING • Arrived onsite this morning at 7:30 am at the standing request of OPUS. Freezing temperatures overnight. Building R1 • Some sand was added to bring the cushion layer up to grade and was checked. Final dressing was made. • Concrete internal footing dried and cleaned with wire brush prior to the application of the perimeter tape and neoprene for column D3. • At some of the locations of the floor clean outs the subgrade will have to be sloped down around the vertical pipe penetrations to fit the HDPE boots and clean out hardware. • ACF placed the sub slab vent pipe as prescribed in the plans. The layout was altered due to the installed locations of the vent risers by others, which were supposed to be located at CI and B3.7. No end caps were used. Vent pipe was overlapped at least 2 inches at intersections. The 1 sub slab methane probe was field located. The ten -foot of perforations was noted at the end of the run as called out in the drawings. Pipe placements were noted on the as built and recorded by GeoDesign. DUDEK &ASSOCIATES PAGE 1 OF 2 PROJECT No. 3854 -03 DAILY SUMMARY REPORT NO. 01 -04 -05 TC REV.! LAST PRINTED ON 1/7/2005 12:53 PM • The vent riser at D6 and the sub slab probe were supposed to penetrate the footing. ACF had to instead install over it and will be booted through the liner. By heating the PVC pipe at D6 it could then be to field fit over the grade and footing. Multipurpose couplers were not used at the vent riser locations but each of the three transitions was constructed with tape and geotextile and transitioned over the vent pipe to the 2 inch PVC. • Geomembrane was deployed and installed by ACF West. The entire footprint was covered today. Noticeable wrinkling in the north and south panels occurred while battening was caused by not lining up the panel properly before attaching. These wrinkles will have to be removed. • Trial welds performed for the fusion welder #2 passed specification requirements. The tested peel showed SE 1 failure modes and shear coupons exhibited BRK or SE1 failure modes. • A rub sheet was used under the wedge welder as the fusion machine progressed along the seam. A destructive sample will be cut at the location of the last seam of the day. • Enough battening was placed to secure the liner overnight. Building R2 • Plumbers hacked off HDPE liner boot at C.3/2.2 compromising the integrity of the liner. The boots were too high for the floor flush fixtures to be level with the floor slab. They seemed not to be aware of the liner and concrete placement today as they had yet to install their cleanout hardware. They then boxed off two areas (at C.3/2.2 and C.3/2.7) and will later install the clean outs to the correct height. Some of the sand will have to be removed so they can cut the pipe down far enough to correctly install the cleanouts and so ACF can re -boot them. It will be difficult if not impossible to vacuum box test the welds and smoke them due to the concrete slab placement today. A box was also placed around the water line at the fire control room. • The missing batten nail from yesterday was installed, along the south wall approximately 25 ft west of the SE corner, before the concrete placement. MATERIALS DELIVERED • Sub slab vent pipe NON — CONFORMANCE AND CORRECTIVE ACTION • None ADDITIONAL ACTION ITEMS AND CORRESPONDENCE • None CROSS REFERENCING DOCUMENTS Incoming • None Outgoing • None ATTACHMENTS • None END OF DAILY SUMMARY REPORT PA.m.P 11 le Ipc DUDEK &ASSOCIATES PAGE _ OF 2 PROJECT No. 3854 -03 . P' l ,I • (r. .►1 z .... ••■■• . L. j pi. , ....„ .... •.„ . ... .. .... , . ... .,..„, . . ....,;...._., . _ . _ , . ... .. t . , ., .,.... , . 'L."' 'YIP' , 1 Location: Building R2 - Electrical Room Location: Building R2 - Electrical Room Location: Building R2 - Fire Control Room Notes: Fire Control Room formwork Notes: Placing sand cover Notes: Pipe penetration Filename: IMG_0047 Filename: IMG0049 Filename: IMG0002 Picture taken on 2005:01:03 at 14:38:11 Picture taken on 2005:01:03 at 14:43:50 Picture taken on 2005:01:03 at 09:15:10 r'�"I . . . _ jo i, • .. , A, ,_•••• . . ... , ,,,, - , , ...L ,,..,••••-„A ,,, , f, 4 al 31 4 + � �, s It * Location: Building R2 - Fire Control Room Location: Building R2 - Fire Control Room Location: Building R2 - Fire Control Room Notes: Pipe penetration Notes: Pipe penetraion Notes: Smoke test Filename: IMG_0003 Filename: IMG 0005 Filename: IMG 0021 Picture taken on 2005:01:03 at 09:15:16 Picture taken on 2005:01:03 at 09:15:40 Picture taken on 2005:01:03 at 09:44:56 _ _ ..• — It ...... ..."1 • i amp. ', li - ■ 41.4.* . - , 4- ' ' - - — rt --:,.: -- zAk - — -• , - _ 7 If Location: Building R2 - Fire Control Room Location: Building R2 - Fire Control Room Location: Building R2 - Fire Control Room Notes: Repairing leak at battening Notes: Sealing leaks through the concrete around both Notes: Electrical Room formwork Filename:IMG_0022 penetrations Filename: IMG 0046 Picture taken on 2005:01:03 at 09:45:20 Picture taken on 2005:01:03 at 14:37:23 Filename: IMG_0023 Picture taken on 2005:01:03 at 09:47:21 T ..,„..:*kt - ......--- ''' '' - g immemism It E .....• 0 , v ....,..,_ . --- , al • allib' ''' . -' �• -" } " r 1 Location: Building R2 - Fire Control Room Location: Building R2 - Fire Control Room Location: Building R2 - Western 1/3 Notes: Placing sand cover Notes: Placing concrete Notes: Battening Filename: IMG_0051 Filename: IMG_0066 Filename: IMG_0007 Picture taken on 2005:01:03 at 14:49:38 Picture taken on 2005:01:04 at 09:07:54 Picture taken on 2005:01:03 at 09:16:56 f et lipmPti., . _ .,.1 • . I Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Notes: Sand placement over liner Notes: Smoke test Notes: Smoke test Filename: IMG_0011 Filename: IMG0019 Picture taken on 2005:01:03 at 09:23:16 Picture taken on 2005:01:03 at 09:30:02 Filename: IMG_0020 Picture taken on 2005:01:03 at 09:30:56 . • J _ 1 , ....., ,, ( - �'� ••$„..,„:„.,w, . . ri i �. : • .. , r y w' -1_,...,W.:-. army... -...- . y m - T 1 elf Lw �M IS .. Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Notes: Repairing hole from the smoke test Notes: Repairing smoke test hole Notes: Placing sand cover over completed liner Filename: MG 0026 Filename: IMG _ 0028 Filename: IMG0041 Picture taken on 2005:01:03 at 10:11:52 Picture taken on 2005:01:03 at 10:19:47 Picture taken on 2005:01:03 at 13:36:30 .. -.4 -, .., "......--...- .. .4 ,-• '-14 , .., ,. - .1.. ., , . . . :&. 4 - • . - . . . 4 • iii: -- e ••••• ... ....40",..,„ 414 ...,-r 4 ; ..... " ft i r• . 4, . 4. , _ 4-i . , . _ Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Notes: Placing and grading sand cover Notes: Placng and grading sand cover Notes: Grading sand cover Filename: IMG_0042 Filename: IMG0043 Filename: IMG_0048 Picture taken on 2005:01:03 at 14:22:19 Picture taken on 2005:01:03 at 14:22:26 Picture taken on 2005:01:03 at 14:39:52 . , . • • . - . . • . . • • . , 43.....H.F.3-3.5 _,, .... _ „..,„ •, - , , . .., . . , - , • • .,* I:A iy‘ ,-.,.•1.-" . falr,N " " ...r4.' • ' -; 1 ■64.6 - 1 5" . r L "'-'' 7 . ' - 4 *le.3.:f.N.i,, •-', •-• . , • ---...,'-,. , •,. • - ..''..* r. ; ,,, 4 -. . , . .. .7- t _ .. ...-0-. . ..' .. - , -J , '., , 1• ,, , After. . i .„ . , .....,,, , ' " - -_, , -.• ' - ' =. :.,....-- .- . ..:. , ',.,...'„,. ■ ,.,,,•, • - - ., ......, 1244, • . --..,... „.. , , . . - ''' • +1 . • _ .... ... .. ..., I . . .. .. Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Notes: Ready for concrete Notes: Plumbers cut off boot Notes: Plumbers cut off boot Filename: IMG_0054 Filename: IMG_0055 Filename: IMG 0056 Picture taken on 2005:01:04 at 07:34:45 Picture taken on 2005:01:04 at 07:42:01 Picture taken on 2005:01:04 at 07:48:53 . Mk • ...::_. r. .I mnallall . ' 4 /4"/ 1. • ; V �� ` \\ -... Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Location: Building R2 - Western 1/3 Notes: Placing concrete Notes: Placing missing nail Notes: Boxed out pentetrations Filename: IMG_0057 Filename: IMG_0060 Picture taken on 2005:01:04 at 08:05:38 Filename: IMG Picture taken on 2005:01:04 at 08:10:55 Picture taken on 2005:01:04 at 08:09:56 I Building'Permit Application OFFICE USE ONLY City of Tualatin Date received - Permit 18880 SW Martina�zi Ave ��~ /— Tit - 3 V fO Tualatin, OR 97062 ,� , Date issued By Phone 503 -691 -3044 Fax 693 -5421 I _ o Receipt 3,7 3 y/ www.ci.tualatin.or.us TYPE OF WORK lRg' U1 DATA: 1 - AND 2- FAMILY DWELLING ® New construction ❑ Demolition P - t fees* are based on the value of the work performed. Inds • to the value (rounded to the nearest dollar) of all ❑ Addition/alteration/replaccmcnt ['Other: equip materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work inch don this application. ❑ 1- and 2- family dwelling ® Commercial /industrial Valuation ❑ Accessory building El Multi-family Number. of bedri • s: ❑ Master builder ❑ Other: Number of bathrooms. l } s a + `��`m�.� �� y ` t'' '- �� ' D LOCATION Total number of floors: Job site address: 7315 SW Bridgeport Rd New dwelling area: square feet City /State /ZIP: Tigard. OR 97224 Garage/carport area: re feet Suite/bldg. /apt. no.: R2 I Project name: Bridgeport Village Covered porch area: squ`�t Cross street/directions to job site: 72' Avenue Deck area: square feet Other structure area: square feet 1 I . >ac� ahr siw. -� ♦ .fr::k4A4h -`d+F 'r Y- '�'1:T, G ... Permit fees* are based on the value of the work performed. Subdivision: Bridgeport Village I Lot no.: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the Tax map /parcel no.: work indicated on this application. E *: r .°� �i �- Valuation $4,600 Installation of metal stud framing fir multiple demising walls in Bldg R2 Existing building area: 9,723 square feet New building area: square feet Number of stories: 1 Type of construction: ' .. r - _ Occupancy groups: Name: BV VenterCal, LLC Existing: Address: 649 NW 12 Street New: / 7 City/State/ZIP: Gresham, OR 97030 Phone: (503)666 -1233 Fax: (503)666 -1404 All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board - under ORS 701 and may be required to be licensed in the Business name: Opus Northwest LLC jurisdiction in which work is being performed. If the Contact name: John Hendry applicant is exempt from licensing, the following reasons apply: Address: 1000 SW Broadway, Suite 1130 City/ State/ZIP: Portland , OR 97205 Phone: (503) 207 -5855 I Fax: : (503) 670 -7131 E -mail: john.hendry@opusnw.com Business name: Opus Northwest LLC %- Please refer to fee schedule Address: 1000 SW Broadway, Suite 1130 qD Fees due upon application / - Q City/State /ZIP: Portland , OR 97205 CY Amount received Phone: ((503) 207 -5855) Fax: (503) 670 -7131 Date received: CCB lic.: 105336 This permit application expires if a permit is not obtained Authorized within 180 days after it has been accepted as complete signature: * Fee methodology set by Tri-County Building Industry Service Board Print name: John H ry I Date: 1/26/05 440 -4613T (I 1 /02/COM/WEB) K 00 B.0: >B it „oz.. 4/.. 3 AG S „ze! 8A' y `� l,✓vcs/ fe...., -1. AATg • • Gawc/ . yer n gf" �/ 4 *,7' sv / na Z .‘.' -€ r- 7-y6 -os- Yx' CITY OF TUALATIN BUILDING DIVISION PERMIT RT7F 18880 SW MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. Application Number 04- 00003448 Date 2/01/05 Property Address 7315 SW BRIDGEPORT RD BD R2 TAX ACCOUNT NUMBER . 2S1W13AC01201 ALTERNATE ID 01252500 Tenant nbr, name BPV - R2 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 727766 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 9723.00 Permit BUILDING PERMIT Additional desc . DEMISING WALL Permit Fee . . . 58.15 Plan Check Fee . . .00 Issue Date . . . 2/01/05 Valuation . . . . 4600 Expiration Date . 7/31/05 Qty Unit Charge Per Extension BASE FEE 37.45 3.00 6.9000 THOU BLDG, VAL 2001 -25000 20.70 Special Notes and Comments NEW BLDG SHELL - R2 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 142.95 SURCHARGE -PLBG 27.76 SURCHARGE -FIRE SPRINKLER 9.07 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 691.51 FIRE LIFE SAFETY S 45.34 Fee summary Charged Paid Credited Due PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. CITY OF TUALATIN - BUILDING DIVISION PERMIT + r y 74460. SW MARTINAZZI AVENUE, `TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 t INSPECTION LINE REQUEST DEADLINE 5:00 P.M. -------------------------------------------------------------------- Page 2 Application Number 04- 00003448 Date 2/01/05 Permit Fee Total 58.15 58.15 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 17658.63 17658.63 .00 .00 Grand Total 17716.78 17716.78 .00 .00 PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. --- OFFICE COPY • TR -COUN slvlc cErrr�tt ' �duilding Permit Application T ! �" • - Date received. .e,/ 7 -0 Permit no.: 0 " y ti p 4� � ,, , Jur City of Tualatin w"' Project/appl. no.: ` \ , Expi e: 7-..:;' Address: 18880 S W Martinazzi Ave Tualatin, OR 97062 � [ 1 - Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: la- 3-04 By I Receipt no.: 0$ Clackamas Internet address: www.ci.tualatin.or ` Multnomah Case file no.: ` Payment type: Washington C o u N T 1 E 5 Land use approval: l &2 family: Simple Complex: TYPE PE. ( PF.R\II I I & 2 family dwelling or accesso y e � Commercial/industrial if Multi- family P ` New construction a Demolition D Addition/alteration/replacement til i - xi r r • • • - „ .• [ Fire sprinkler /alarm Ili Other. .1(111 SI I I. I \l OR\1.11ION Job address: 7315 SW Brid • eport Road Bldg. no.: R2 Suite no.: — Lot: Block: Subdivision: Bridgeport Village Tax map/tax lot/account no.: Project name: Bridle, • rt Villa a e Buildin s 1R2" Description and location of work on premises/special conditions: Construction of new shell building 'R2" O11 \I:R I OR SPl (1 11 I \1 OR11.1HON. I SE: CIIIl( Name: • sus Northwest, L.L.C. (I lttttdpiain, rcpiic capaci(■, solar. tic.) Mailing address: 1000 SW Broadway, Suite 1130 1 & 2 family dwelling: City: Portland State: OR ZIP: 97205 Valuation of work $ Phone: 503- 916 -8963 Fax: 503 - 9165964 E -mail: No. of bedrooms/baths Owner's representative: Mike Nichols Total number of floors Phone: 503 Fax: 503 7131 E - mail: New dwelling area (sq. ft.) :1 PPI.IC .1\T Garage/carport area (sq. ft.) Name: • s Northwest L.L.C. Covered porch area (sq. ft.) Mailing address: 1000 SW Broadwa Suite 1130 Deck area (sq. ft.) City: Portland State: OR ZIP: 97205 Other structure area ( • . ft.) Phone: 503-916-8963 Fax: 503- 916 -8964 E -mail: Commercial /industrial/multi- family: (O\IR_1( FOR Valuation of work $ -76 Business name: Opus Northwest, L.L.C. Existing bldg. area (sq. ft.) Address: PPt " : roa s way, sate t New bldg. area (sq. ft.) 7 3 ,SF City: Portland State: OR ZIP: 97205 Number of stories I t0 RV Phone: 503- 916-8963 Fax: 503 - 9165464 E -mail: Type of construction " Q Occupancy group(s): Existing: CCB no.: 105336 New: /1'1 City/metro lie. no.: Metro #7816 Notice: All contractors and subcontractors are required to be ARCHITECT/DESIGNER licensed with the Oregon Construction Contractors Board under Name: Opus Architects & Engineers, Inc. provisions of ORS 701 and may be required to be licensed in the Address: I I :ren `oa• "est jurisdiction where work is being performed. If the applicant is Cit : vinne on a MEM= ZIP: r' exempt from licensing, the following reason applies: Contact person: Lar Everson Plan no.: 3059 Phone: 952 - 6561444 Fax: 952 - 656 - 4529 E - mail: ENGINEER OFFICE USE ONLY Name: Opus Architects & Engineers Contact person Mike Lederle Fees due upon application $ Address: 10350 Bren Road West Date received: 1133212.011111ZIP: Amount received $ Phone: 952 - 6564444 F ax: 952 - 656. 4529 E -mail: Please refer to fee schedule. I hereby certify I have read and examined this application and the Not all jurisdictions accept credit cords, please call jurisdiction for more information. attached checklist. All provisions of laws and ordinances governing this U Visa U MasterCard work will be complied w' , wh er specified in or not. Credit card number: / / e� ��( Expires Authorized signatur /M Q Date: / 27 -c4 Name of cardholder as shown on credit card Print name: Trove Sit--4/--)44-e0 Cardholder signature 5 Amount Notice: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. 440-4613 (6/00/COM) OFFICE COPY l) regon De artment of Environmental uali Northwest Region Portland Offi :tC r •a 2020 SW 4 Avenue, Suite 400 - • Theodore Kulongoski, Governor Portland, OR 97201 -4987 (503) 229 -5263 FAX (503) 229 -6945 December 1, 2004 TTY (503) 229 -5471 Paul Trone John Drentlaw GeoDesign, Inc. Opus Northwest, LLC 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsite Portland, OR 97224 17001 SW 72n Avenue Tigard, OR 97224 Robert Davis Washington County 155 N. First Avenue, Suite 300 Hillsboro, OR 97124 -3072 RE: Former Durham Quarry/Bridgeport Village Development DEQ Approval of Plans and Specifications for Building R2 DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building R2 at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building R2 plans and specifications were dated November 3, 2004, and November 4, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. DEQ has noted that the vent spacing in Drawing V -1 does not meet the specification for placement of no more than 25 feet from any portion of the foundation. The corners of the building at gridlines E -7 and D.1 -8 are more than 25 feet from the vents. DEQ requests modification to the ventilation piping layout such that these areas are within 25 feet of the vents. Please modify Drawing V -1 as appropriate and re- submit to DEQ for the project file. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, Jill Kiernan, P.E. Senior Project Engineer cc: Tim Spencer, DEQ Renee France, Ball Janik Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright Tremaine Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin �`? '� lJ regon Department of Environmental ,. .. . _ , .�. : �; Quality p Q C. ;,, = „, A., A Northwest Region Portland Office " : 'e r M 2020 SW 4'" Avenue, Suite 400 •\ • ., Theodore Kulongoski, Governor Portland, OR 97201 -4987 ,t (503) FAX (503) 229-6945 TTY (503) 229 -5471 December 1, 2004 Paul Trone John Drentlaw GeoDesign, Inc. Opus Northwest, LLC 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsite Portland, OR 97224 17001 SW 72 Avenue Tigard, OR 97224 Robert Davis Washington County 155 N. First Avenue, Suite 300 Hillsboro, OR 97124 -3072 RE: Former Durham Quarry/Bridgeport Village Development DEQ Approval of Plans and Specifications for Building R1 DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building Rl at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building R1 plans and specifications were dated November 3, 2004, and November 4, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, Jill Kiernan, P.E. Senior Project Engineer p/`GII Spencer, DEQ France, OFFICE COPY cc: Tim S p Q Renee Fran , Ball Janik Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright Tremaine Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin CITY OF TUALATIN RECEIVED DEC 0 1 2004 FNGINFERING R 1 BUILDING DEPARTMFIel / W.,U^gtan County, orlon 2004- 134945 11/2412004 11:42:15 AM 041 Crte1 Mni21 ReCORD$1 520.00 Woo $11.00 •'Mud • 837.0o After Recording. Return to: 10 A 11111 1200401345!450040045 I, J.n+wn..r` Dlndor of ls.uun•nt nd r. .n , to City of T M Tualatin end E..Ofn. Ceurtty VIA for Wet N y n Gen COUn, 1,1"i Oregon, do hereby certify that the Altidn Wtrumertt of K ; Attn: Brenda L. Braden, Esq. wtdnG rr.. nc.�r.d.nd tWdln . boots d ,, 18880 SW Martina2zi records county Jen'y R Hanson, !)k.Ner t..sem.n u t e nd Taxation, o 44t,,,..11: 1, � Tualatin, OR 97062 $lamae county v.* — GREASE INTERCEPTORS MAINTENANCE AGREEMENT DATED: Uov,a.ttitc¢- Z3 , 2004 BY: BRIDGEPORT VILLAGE, L.L.C., a Delaware limited liability company ( "Declarant ") FOR THE BENEFIT OF: CITY OF TUALATIN (the "City") Recitals: A. Declarant owns the real property (the "Property") legally described on the attached Exhibit A. B. As part of Declarant's development of the Property, Declarant has installed a grease interceptor serving Building R -1 with street addresses of 7331 -7341 SW Bridgeport Road ( "Building R -1 ") and a grease interceptor serving Building R -2 with street addresses of 7315- 7327 SW Bridgeport Road (collectively, the "Interceptors "). Building R -1 and Building R -2 are collectively referred to in this Grease Interceptors Maintenance Agreement (the "Agreement ") as the `Buildings." The Interceptors will be used in common by the tenants in the Buildings. C. The City is willing to accept the use of the common Interceptors serving more than one tenant if Declarant provides for the perpetual maintenance of the Interceptors, as set forth in this Agreement. Agreemen : NOW, THEREFORE, in consideration of the City's acceptance of Declarant's installation of one grease interceptor serving each Building that will serve the tenants of such Building in common, Declarant agrees as follows: 1. jvlaintenance. The holder of fee title to the Property from time to time (the "Owner ") shall maintain the Interceptors in good working order and condition in accordance with all applicable regulations. All maintenance of the Interceptors shall be performed in a good and workmanlike manner. CITY OF TUALATIN 1 RECEIVED :. onMATCnocs,,POxTnariry,,46599013 DEC 0 9 2004 ENGINEERING & OFFICE COPY BUILDING DEPARTMENT , Y•YI 11111111111111111E In 20@1 - 1 3 4946 2. laileffinitt • The Owner shall indemnify, defend, and hold harmless the City from and against all claims, costs, expen and liabilities (excluding consequential, punitive, special, incidental, and similar type damages) related to injuries to persons or property that are determined to be caused by the Ow negligence or willful misconduct in connection with its performance of or failure to perform the maintenance of the Interceptors as required by this Agreement, provided the City tenders defense of any claim subject to O wner's indemnity to Owner in sufficient time to avoid prejudice, and Owner shall be entitled to defend the same with counsel of its selection and reasonably acceptable to the City. 3. Duration of greement. This Agreement shall run with the Property in perpetuity. The rights, covenants, and obligations contained in this shall bind, burden, and benefit the Owner and the City and their respective successors and assigns. 4. Miscellaneous. Whenever a transfer occurs in the ownership of the Property, the transferor shall have no further liability for breach of covenant occurring thereafter. The City agrees to look solely to the interest of Owner in the Property for the recovery of any judgment from Owner, it being agreed that Owner and its partners, directors, officers, members, managers or shareholders shall ne ver be personally liable for such judgment. 5. Attorneys' Feea. If a suit, action, or other proceeding of any nature whatsoever is instituted to interpret or enforce any rights hereunder, the prevailing party shall be entitled to recover its attorneys' and other experts' fees and expenses actually incurred and reasonably necessary in connection therewith, as determined by the court at trial or on any appeal or review, in addition to all other amounts provided by law. IN WITNESS WHEREOF, the undersigned has caused this instrument to be duly executed as of the date first written above. [SIGNATURE FOLLOWS ON NEXT PAGE.) 2 :;OOMA\'CDOCS\PORTLAND 46599013 Yio333 .. I 11111111 !IIII!1 • 4004- 134946 DECLARANT: BRIDGEPORT VILLAGE, L.L.C., a Delaware limited liability company By: Opus Northwest, L.L.C., its manager Its: ic-e. 4 -At. ihcr�e- STATE OF OREGON ) )8s. City of P YHA -1.0/ The foregoing inftrument was acknowledged before me this 23rd day of PJ OVe U b— , 2004, by lO h n r-k (I , who is the V1C2 PYtstc6Mkf OPUS NORTHWEST, L.L.C., a Delaware limited liability company, on behalf of the limited liability company. Notary Publi in and for Stat of gon My Commission Expires: 5/ 1 Accepted by City of Tualatin � � : � OFFICIAL SEAL By `? lN�r�:G[!., !�' ERIN L. JORDAN Its: C ilacia r , , i NOTAIIY PUSIIGOREGON re �,�;r COMMISSION N0.368819 MY COMM1SSiON MIRES MAY 19, 2007 CITY OF TUALATIN RSCEIVED : ODMATCDOCSW O RTLAN D14 6 5 99 019 DEC 0 9 2004 ENGINEERING & OFFICE COPY BUILDING DEPARTMENT 4. I1 IIIIII11IIII1IIIII I II I I III FIBIT A Legal Description of Property A portion of the Northeast % of Section 13, Township 2 South, Range 1 West, Willamette Meridian, County of Washington, State of Oregon, being more particularly described as follows: Commencing at the 3, ,4" Iron Pipe marking the Southwest Corner of Lot 19, Council View Acres, a Plat of Record in Washington County; thence along the South line said Lot 19, being also the South line of the Northeast'/. of Section 13, Township 2 South, Range I West, Willamette Meridian, S88°50'31"E, 146.84 feet to Southeast Corner of said Lot 19 and the True Point of Beginning; thence along the East line of said Lot 19, N0l°05'30"E, 277.00 feet to the Northeast Corner thereof; thence along the North lines of Lots 18 through 11, inclusive, said Plat, S88 °50'31 "E, 1132.60 feet to a point of non - tangent curvature; thence leaving said line, along the arc of a 369.00 foot radius curve concave to the Northwest, through a central angle of 11 °40'40" (chord bears S 10°58' 58 "W, 75.08 feet) a distance of 75.21 feet to a point of non - tangency; thence S61 °53'33 "W, 33.64 feet to a point of non - tangent curvature; thence along the arc of a 346.00 foot radius curve concave to the Northwest, through a central angle of 10°45'51" (chord bears S26°08'2T'W, 64.91 feet) a distance of 65.00 feet to a point of non - tangency, thence SI0°58'55 "E, 21.07 feet to a point of curvature; thence along the arc of a 27.00 foot radius curve concave to the Northwest, through a central angle of 48°10'20" (chord bears S 13°06' 15'W, 22.04 feet;) a distance of 22.70 feet to a point of compound curvature; thence along the arc of a 369.00 foot radius curve concave to the Northwest, through a central angel of 03°04'03" (chord bears S38° 43'27"W, 19.75 feet) a distance of 1 9.76 feet to a point of tangency; thence S40°15'29"W, 51.41 feet; thence N49°44'31"W, 7.00 feet; thence S40°15'29' W, 15.00 feet; thence S49°44'31 "E, 7.00 feet; thence S40°15'29 "W, 23.70 feet the South line of the Northeast 'A Corner of said Section 13; thence along said line, N88 °50'3 1 "W, 993.71 feet to the Point of Beginning. I ::ODMAIPCDOCS\PORTLAND+465990\3 yq03 331330 OFFICE COPY 1997 UNIFORM FIRE CODE Tualatin Valley Fire & Rescue Fire Prevention 4755 SW Griffith- PO Box 4755 - Beaverton, OR 97075 (503) 526 -2459 -FAX: 526 -2538 Building Survey Report FMZ: (to be filled out by TVF &R) Code Edition: 2003 IBC Name of Facility: BRIDGEPORT VILLAGE Name of Building: VILLAGE BUILDING - R2 Address: 7315 SW BRIDGEPORT ROAD TIGARD OREGON 97224 Owner: OPUS NORTHWEST, L.L.C. Telephone No. (503) 916 - 8963 Architect: OPUS ARCHITECTS & ENGINEERS, INC. Telephone No. (952) 656 - 4444 Architect Address: 10350 BREN ROAD WEST MINNETONKA, MN 55343 ITEM COMM DESCRIPTION I. Occupancy Type A2 Use Assembly (Restaurnt) Capacity 613 2. Construction Type 2B Year Built 2004 3. Area (Sq. Ft.) Total 9188 Largest Floor One story bldg Basement None 4. Stories No. I Height 18' to roof deck No high rise 5 a Exterior Wall Construction Metal studs, sheathing,' /." stucco 2 hr rated at north wall h. Opening Protection 90 min at north wall, no protection required at south, east or west walls 6. Interior Wall Construction Gyp board on metal studs (ceilings by tenants) 7. Floor Construction concrete 8. Roof Construction Class C: TPO membrane, rigid insul, metal deck, steel joists 9. Attic Draft Stops No. None 10 a. Occ. Sep. Wall Construction No. None Non - separated uses b. Opening Protection None I I a. Area Sep. Wall Construction No. None b. Opening Protection None I 2a. Smoke Barrier Wall Construction No. One hour at Fire Control room b. Opening Protection 90 min at north wall I3a. Corridor Wall Construction None h. Opening Protection None 14a. Corridor Ceiling Construction None b. Opening Protection None I5a. Shafts No. None Type h. Opening Protection None Building Survey Report FMZ: (to be filled out by TVF &R) Page 2 of 2 Name of Facility : BRIDGEPORT VILLAGE — BUILDING "R2" ITEM COMM DESCRIPTION 16a. Stair Enclosure No. None No stairs b. Opening Protection None No stairs 17. Stairs No. None No stairs 18. Ramps No. None 19. Interior Finish Class Room IF3 Corridor No corridor Exit Enclosure IF3 20. Exits No. multiple See tenant plans 21. Exit Hardware Type Lever or panic 22a. Exit Signs/Illumination Battery back up b. Emergency Lighting Battery back up 23. Auto Sprinkler Coverage Yes Full 24. Standpipe Class/Locations None 25. Fire Alarm Type /Coverage 26. Heating, Ventilation & Air Conditioning 27. Electrical Installation 28. Stage /Platform None 29. Hazardous Area None 30. Other Fire Extinguishers provided Comments: Alternate Materials or Methods or Appeals TVF &R Use Only Inspected By: I Date No. Attachments Reviewed By: Date Updated BUILDING SURVEY REPORT • ' ) , n PH CITY OF TUALATIN 3 j rj ; 18880 SW Martinam Avenue, Tualatin, OR 9 706 2 -709 2 / b ONE: (503) 692-2000 FAX: (503) 692-5421 Project: OPUS Northwest , .d�7 Item BRIDGEPORT VILLAGE ---)--V Target # Buildings R -1 8 2) Date Requirements /Items GENERAL ADMINISTRATIO -:_ ....:, : .. ,;: .> 1. Upon review of the Submitted documents, The drawings and related design documents for the proposed work was reviewed and FOUND TO BE IN SUBSTANDIAL COMPLIANCE with the International Building Code. This Plans Examiner has recommended to the Building Official the issuance of a building permit for the Shell portion of the project subject to the following: a This plan review letter becomes part of the approved plans and permit. Approved Plans and Documents must be kept on site. Construction must comply with all applicable current codes and national standards. b The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or approval of, any violation of any provisions of the International Building Code, 2003 Edition without Oregon Amendments, or of any ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on the plans, specifications and other data shall not prevent the Building Official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on there under when in violation of this code or any other ordinances of this jurisdiction. See Section 105.4 of IBC. This permit is valid for the SHELL ONLY! And does not cover any T.I. work which will be deferred under a separate permit request and additional review at a later date. Applicant acknowledges that additional AR / Land Use comments and conditions will be required to be complied with. c All conditions and comments of the City of Tualatin's City Planning AR 03 -009 & 0 -15; Engineering PFR Conditions are required to be met. d All code provisions, comments, and conditions as outlined and required by the Tualatin Valley Fire & Rescue Fire Marshal's Office Brochure (handout) shall be met PRIOR to a request for a final inspection of the project or temporary/permanent occupancy. e. Maintain Full Fire Dept. access to and around the construction site. Fencing with gated accesses shall be provided with Knox Padlocks. See also Chapter 33 of the International Building Code for additional fire protection during construction especially w/ regards to the fire hydrants and fire sprinkler system when being removed out of service. f. The Fire Sprinkler /Alarm life safety system shall be central station supervised at all times. A fire watch shall be continuously maintained when either the fire alarm or other life safety systems are not in service. The owner or service provider must contact the Fire District and formally notify safety systems F � sign p t : d at equipment. when the fire/life safe ems are out-of-service. Call: TVF &R at 503 612-7000. A t o this effect shall be Dated at the u' pment. Plans'll "`Documents: 1. Changes or revisions to the project plans shall be submitted to the building division a minimum of two full weeks prior to the work proposed. All drawings shall be stamped & Signed by the project Architect or Engineer of Record. 2. The Electrical has not been reviewed by the City of Tualatin. See Washington Co. for review and approvals. 3. The Mechanical will be a deferred review under a separate permit. The same will be true on the Fire Sprinklers /Alarms. 4. Signage, Markings, & Labeling will be a deferred submittal package to follow at a later date. 5. DEQ & C -O -T Engineering has accepted the Methane Sub -Slab Venting System plans and technical drawings. See Ltr's. 6. Building Identification Required: All buildings or property shall display a permanent street number or other identifying data in a prominent location on the street side of the building or property and shall be of a highly contrasting color to the background to which they are attached. The scale of numbers shall be in scale in height of the building and be illuminated during the hours of darkness so that they shall be easily visible from the street. The same number shall also be displayed on the Fire Control Rm. Door. 1 of 5 • r -,' '1T i;",' +`:Y' .,e. W 4,±.: n .,.r., r v+., � m -!?- ,� .�:?A P' .SC` ., A -2's & M - Mercantile, Const. Type: II B, Non - Combustible, The Wall Construction at the core hallway will be of 1 — Hour Fire resistive construction methods. 2- Hour walls on the northside of the buildings will be required between the Regal Cinemas and R -1 & R -2 Bldg's. 1. Structural Framework & elements, Exterior Walls & Openings, shall meet all of the Fire - Resistive requirements of IBC Chapter 6 and TBL -6 Gypsum Assoc. Fire Resistance Design Manual with WP -1200 Dtl's. Penetration to be as per chapter 7 IBC. 2. The Fire Sprinkler / Alarm Equipment Rm. Shall be of a min. of 1 — Hour Construction Assy's. IE: Walls and Ceiling or Deck/Floor above. 3. Fire stopping of these walls will be required. IE: U.L. Listed /Labeled Products along with Typical Fire -stop Applications as per Chapter 7 IBC. Pentration or to be as per Sect. 712. along with meeting ASTEM E -814, UL 1479 products w/ volatile organic compounds (VOC's) are to be nontoxic to the building occupants. 4 Fire stopping must be provided to cut off concealed draft spaces, in both the vertical and horizontal directions. IE: a.) From Floor to Floor Vertically at all the curtain walls or furred stud walls to the Upper Floor; b.) In concealed combustible spaces of stud walls and partitions, including furred spaces, so placed that the maximum dimension of any Concealed space is not over 10 Ft. and at the ceiling and floor levels; c.) Between Stair stringers at top and bottom and between studs along and in line with the run of the stairs adjoining the stud walls, If the walls Under the stairs are unfinished; d.) Other concealed spaces which may allow spread of fire such as chases, holes for pipes, behind furring strips, etc. Provide Details, Spec's etc. for review and acceptance. 5. Electrical Panels cannot be located within the 1 -Hr fire wall construction. They will need to be surface mounted. Common issues /problems encountered in 1 Hour Construction: a.) Make sure all wall and ceiling electrical penetrations are provided with rated boxes. (Mud rings alone are not allowed.) b.) All recessed Lights shall be boxed in 1 Hour enclosures. c.) Restroom fans and dryer vents shall run in 1 Hour chases extending to the outside. d.) All plumbing waste and vents shall be metal where wall penetrations occur. 6. Draft Stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings. IE: a.) Draft stops in a Fire Spklered shall be provided every 3000 sq. ft in area and a max. Of 60 ft. apart in floor - ceiling assemblies and attics. b.) If, an approved Full automatic fire sprinkler spray coverage is provided to reach all areas the draft stops maybe placed at 9000 sq. ft. in Area and with the greatest horizontal dimension maybe up to 100 Feet. c.) Floors shall be divided in 1000 sq. foot areas with no single dimension exceeding 60 feet. Provide Details, Spec's for review and acceptance. 1. Fire Dept. Access and Water Supply comments and conditions w/ TVF &R — FMO Letters. Note: The City of Tualatin Engineering Div. has not yet accepted nor approved the MSTR. Water Plan at this time. TVF &R — FMO & C -O -T Bldg. Div. has not received nor reviewed the most current plan. Caution: IF, Low pressures or Low Flow are determined the need for Type II —B Construction vs V- B would be needed and/ or Campus Fire Pump or Building -by- Building Pump. 2. The installation of the Public Fire service mains and appurtenances will be under review as a separate utilities public works permittin• . 3. A fire flow test will be required on all newly installed Fire Hydrants. This testing will need to be preformed during the summer low flow period (Peak Shaving) to verify min. demand flows and pressures. 4. These building will be provided with both an automatic fire spklr system and a full fire detection/alarm system throughout the entire building area. 5. These systems will be bidder /design and will be deferred submittals to follow at a later date. 6. The Fire Sprinkler may need to have additional design features or approach due to the uncertain/ unknown available water system pressures and / or flow rates. At this time, I would Recommend that each floor piping system be of a looped system as well as looping the 1 st. and the 2 nd. Floor levels together. 2 of 5 EXITING & EVACUATION — NON STRUCTURA . . , V ` ' 1. Both Buildings & the rear exit corridors Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. 2. Current supply to one of the lamps for exit signs shall be provided by the premise's wiring system. Power to the other lamp shall be from storage batteries or an on -site generator. If, When power supply failure occurs, illumination shall be automatically provided from an emergency system where the occupant load exceeds100 for not less than 2 full hours. 3. Both Front and Rear Exit Court Exit ways are to remain unobstructed and maintained open and free of obstructions. 4. Additional Item maybe forthcoming under the T.I. Review and Approval Process 5. Door Hardware and types will be finalized and deferred to the T.I. portion of the project. 6. Pictogram /Braille/Tactile signage will be required for Exit Doors, Stairs; this will be a strong part of the signage package, which is a deferred submittal. 7. A Fire Department Key Box shall be provided at the Exit Court Gates as per the Fire District. F 'IEGOOR` 1 1L RM! VALW 1. A separate dedicated fire sprinkler control room will be required. Control room shall have direct access from the outside with an exterior door with a minimum of a 3 -foot in width opening and 6' 8" in height man door. AHJ & TVF &R. A few of the Items are as follows: Do to the number of items to numerous to list all here please see also Attached Guidelines. 2. All fire sprinkler risers and fire alarm panels shall be located within this control room enclosure. Enclosure shall be a minimum of 1 — Hr Fire Resistive Construction throughout. Including a rated ceiling assy. AHJ & TVF &R. 3. Room enclosure sizes vary based on the needed working clearances in and around the fire equipment. Verify and assure that all required working (proper) clearances are provided based on the manufacturer's installation standards for service /repair and replacement around each piece of equipment: IE. Sprinkler control valves, FACP, and other panel and associated pieces. 4. Fire Department access to the Front of the control room door (S) shall have a level working surface area at the door. No Steps or Landing. 5. The valve room shall be lighted interior and exterior, as well as heated. The source of heat shall be of a permanently installed type. Heat tape shall not be used in lieu of a heated enclosure to provide against freezing. NFPA 3- 2.4.2, SOG 7.1.28 6. In some cases emergency lighting shall be installed within the control room. 7. The FACP and Responder Ctrl panel shall be located within the control room enclosure. AHJ & TVF &R 8. A Smoke Detector shall be installed within the Fire Ctrl. Rm. enclosure as protection to the FACP units. NFPA 72 1 -5.6 9. Manual Fire Alarm - Provide a fire alarm box to initiate a fire alarm signal. This fire alarm pull station shall be located at the control room at the fire sprinkler riser area. NFPA 72 3 -81.2 The Control Rm. Shall be provided with Fire Spkler protection and coverage. NFPA 72 1 -5.6 10. An approved audible /visual fire sprinkler flow alarm shall be provided on the exterior of the building in an approved location (adjacent to the ctrl room door). 11. A fire department "Knox key Box" for building access will be required at two locations for this building. 1 at the Ctrl. Rm. & 2nd. At the main door. 12. Contact the Fire Marshal's Office for an application, instructions, and the accompanying sheets regarding the placement, along w/ the red alert decals (Door Stickers) for posting. 3 of 5 STRUCTURAL: 1. Special Inspection will be required for this project. Complete and submit to the City of Tualatin's Special Inspection Agreement for the Building Official's review and acceptance. OSSC Chapter 17. Note: Item 7 of the Agreement — Most Contractors seem to stumble over this requirement at the time of the Final Inspection request. Special Inspection of the Roof and Roof Deck will be required. AHJ 2. In addition to the Special Inspection, Structural Observation will be required by the Project Engineer of Record to verify all the fieldwork. All the provisions of OSSC Section 1702 shall be met. 3. All Deferred Shop Drawings and Documents shall be submitted to the Executive Architect and the Engineer of Record who shall then review them and then forward them on to the Building Official with a Notation or Shop Drawing Stamp indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall not be installed until the Building Official has approved their design and submittal documents. OSSC Sec. 106.3.4.3 4. At this time the Building Official has not received the required information on the Shop Fabricators and their qualifications for acceptance as an Approved Fabricator. OSSC Section 1707.7 5. Prior to Conc. Slab pour. A Certification Letter will be required stating acceptance bx DEQ on the sub -slab venting. MECHANICAL HVAC. 1. This will be a deferred submittal with a separate permit and review. Your reviewer will be Mike Little, Mechanical Plan Checker and Inspector. He can be reached at 503 -691 -3041 or mlittie (2ci.tualatin.or.us PLUMBING: 1. This will be a deferred submittal with a separate permit and review. Your reviewer will be Mike Cocharo, Plumbing Plan Checker and Inspector. He can be reached at 503 -691 -3043 or mcocharocci)_ci tualatin ,gr.us ACCESSIBILITY: .. ;:�...... 1. This facility shall comply with Chapter 11 of the State of Oregon Structural Specialty Code (OSSC) as well as with the American Disabilities Act. (ADA) This building shall be accessible and usable by persons with disabilities. ORS. 447.220 2. If, or during an actual building emergency TVF &R would us there Incident Command Manual (ICM) and their Operational Guideline (OG) IE: ICM -OG Series 3001 for Building Evacuation as meeting an interpretation of Section 1107.1, Exception 1.2 of the '98 Ed. of OSSC as accepted by the Oregon Disabilities Commission back in Jan. 1999. 3. Braille/Tactile /Pictogram Signage will be required throughout the building. Signs which designate Exit Doors, Stairs, Restrooms, permanent rooms, and spaces are required to be English, Braille, Tactile and Symbolically meeting grade 2 standards. Non -Glare finish with characters and symbols that contrast with their background and mounted so a person may approach within 3 inches of the signage without encountering protruding objects or standing within the swing of the door. A signage package should be developed and submitted for review and approval. 4. Controls, Operating Mechanisms and other Hardware, including switches of control lighting and ventilation, electrical convenience outlets in accessible spaces, along accessible routes, or as parts of accessible elements shall comply with Section 1109.3. 5. Front desk areas, all tables, service and coffee bar, counters condiment areas, tableware, beverage dispensers, etc., shall; meet the requirements for height and reach as per Section 1109. 6. Combination High/Low Accessible Drinking Fountains shall be provided. 7. Sidewalk Curb Cuts will be needed at the HC "s access aisle between the Parking spaces. On each side of the building. ENERGY CONSERVATION: Energy Documentation & Forms; 1. C -O -T has accepted the State Approved Computer Program & Format. 4 of 5 1. The Electrical has not been reviewed by the City of Tualatin. Electrical Permits, Plan Reviews, and Field Inspections will be preformed and conducted by Washington County Building Department – Electrical Division. Submit plans to the county for review and approvals. 2. The Contractor will be required to submit a copy of the Electrical Plan Check Letter and all field inspection reports regarding any needed electrical corrections and comments to the City Building Division. 3. A Fire /Life Safety review will be required by the City of Tualatin on the Fire Alarm System as a deferred review. 4. Grounding Electrode & Bonding of the building electrical system will be required. The Uferd grounding is made to the steel reinforcement of the concrete footings of the building at the electrical equipment. There maybe a need form more than one location and types of grounding methods. Provide a building specific Grounding detail and any supplemental notes which would be needed to conduct an inspection by both the building and electrical inspectors. ACCESS to SWITCHBOARDS & PANELBOARDS: 1. General – workspace around switchboards and panel boards shall be provided and maintained as required by both the Electrical and Fire Codes. Such spaces shall not be used for storage. UFC 8509.1 2. Panels or Switchboards Shall not to be placed or located within a Fire Rated Wall Assembly. To be Surface mounted only. 3. Electrical Boxes for Outlets and Switches placed in a Fire Rated Ass'y shall be provided with UL Listed Putty Pads. 4. Access: A Clear and Unobstructed means of access with a min. width of 30 inches (762 mm) and a minimum height of 78 inches (1981.2 mm) shall be maintained from the operating face of the switchboards or panel board to an aisle or corridor. UFC 8509.3 5. Labeling: Adequate Lighting by natural or artificial means shall be provided. Artificial shall be in accordance with Article 90, Standard i.11. 6. All Exterior Doors and Access points shall be illuminated during the hours of Darkness. 7. Open Parking Lots, and access thereto, providing more than 10 parking spaces and for use by the general public, shall be illuminated during the hours of darkness. :TE CERTIFIED PLANS "Iv - - ratRfit If you have any questions or comments please feel free to contact me at 503 -691 -3046 or jwade(cDci.tualatin.or.us. WI I J E - -• 9 . II • Jerry D. Wade, Plans Examiner/Bldg. Insp'or, 09/30/04 4537PE 4084SI 5 of 5 - OFFICE COPY Envelope Compliance Test Results Bridgeport Villlage_- _Bldg_R2, Project Summary Information Project Name Bridgeport Villlage_ _Bldg_R2 Add ress City /State/Zip Tualatin, OR Contact Name Roger Fricke Contact Phone _I 503- 916 -8963 Project Description Climate Zone 1 Description Conditioned Floor Area (ft2) 9188 Gross Wall Area (ft2) 9058 Window Area (ft2) 1656 Window Wall Ratio 0.18 Gross Roof Area (ft2) 9188 Skylight Area (ft2) 0 _S kylight Roof Ratio 0 Gross Door Area (ft2) 648 Compliance Summary PASSES Miscellaneous Space Requirements Space Name Over 70% of space served by economizer? I Windows utilize shading devices? First Floor NO NO Fenestration Performance User Name U- Center U- Overall SC- Center SHGC Glass Color Glazing - User Defined 0.29 0.47 0.44 0.38 Clear Glass_Door - User Defined 0.29 • 0.66 0.44 0.38 • Clear Exterior Door - User Defined 0.00 0.22 0.00 0.00 1 n.a. Roof and Floor Insulation Description Surface Type User Name R- cavity R- sheathing Roof Roof n.a. 25.0 Wall Insulation Description Surface Type User Name Material R -cavity • R- sheathing Wall, above grade Exterior Wall Metal Framed 19.0 n.a. Slab Floor Insulation Description Surface Type User Name Insulation R -value Insulation Position Slab Floor Slab n.a. _ None CodeComp 09/28/04 Page 1 Envelope Compliance Test Results Bridgeport Villlage= Bldg_R2, Project Component Descriptions Fenestration Description* User Name _ Opening Type Class Frame Type Glazing Window Fixed Aluminum without Thermal Break Glass_Door Glass Door , Swinging Aluminum without Thermal Break Exterior_Door ! Opaque Door . Swinging n.a. * Manufacturer's Specification sheet shall be provided when using tested glass U- factor or shading coefficient data (center -of- glass values) with this Output Report. Include NFRC data for window assembly U- factor and SHGC when applicable. Exterior_Wall Description Description FR -value User Defined* Wall Metal Framing 2x6 16" o.c. R -19 7.1 - Gypsum plaster, lightweight aggregate 0.625" 0.39 • Documentation supporting User Defined input values shall be provided with this Output Report. Roof Description Descri tion i R -value User Defined * Roof/Floor Metal Truss > =4' o.c. R -25 ' 20.3 - * Documentation supporting User Defined input values shall be provided with this Output Report. Shading Device Descriptions CodeComp Summary ' Cooling Loads (MBtu/y) I Heating Loads (MBtu /y) S Baseline Proposed Baseline Proposed First_Floor 189 167 102 96 Total 189 167 102 96 Project Space(s) Descriptions First_Floor Descriptions OSSC Occupancy M - Retail /Mercantile Occupancy /Use , Markets Conditioned Floor Area (ft2) � 9188 Gross Wall Area _(ft2) 9058 Window Area (ft2) / 1656 Window Wall Ratio 0.18 _ Gross Roof Area (ft2) 9188 Gross Skylight Area (ft2) 0 Skylight Roof Ratio 0.00 Gross Door Area (ft2) 648 Surfaces User Name Gross Area* 'Orientation Construction _ Notes * * Floor Slab Slab 498 n.a. Floor Slab n.a. West Wall 1159 West Exterior_Wall n.a. North Wall 3343 North ' Exterior_Wall n.a. South Wall 3341 Southeast Exterior_Wall n.a. East Wall 1215 East Exterior_Wall n.a. Roof Roof 9188 n.a. Roof Total i 18744 __ _ 1 * If surface type is slab, value entered under Gross Area will be lineal feet of slab perimeter. ** Demising is a component separating conditioned from either unconditioned or semi - conditioned spaces. Examples may include: wall between office and warehouse, floor above crawlspace, and floor above parking garage. Openings User Name Type Area Orientation Fenestration Parent Surface Notes _ Windows Window 150 West Glazing West n.a. Glass_Door Glass 48 West Glass_Door West n.a. Door Exterior_Door Opaque 96 North I Exterior_Door North n.a. Door CodeComp 09/28/04 Page 2 Envelope Compliance Test Results Bridgeport_Villlage_- _Bldg_R2, Glass_Door Glass 384 Southeast Glass_Door South n.a. Door Windows Window 1041 Southeast Glazing South n.a. Windows Window 465 East Glazing East n.a. Exterior_Door Opaque 24 East Exterior_Door East n.a. Door Glass_Door Glass 96 East Glass_Door East n.a. Door Total 2304 Software Components Information Component Version Date CodeComp.EXE 4.02 9/23/2003 eaDataStructureCodeComp.DLL 1.01 9/23/2003 eaCodeComp.DLL 1.01 9/23/2003 CodeComp 09/28/04 Page 3 OFFICE COPY Fire Marshal's Division Offices U " 0LN North - 14480 SW Jenkins Rd., Beaverton, OR 97005, (503) 356 -4700 Tualatin Valley South - 7401 SW Wash Ct., Tualatin, OR 97062, (503) 612 -7010 Fire & Rescue Fire Flow and Hydrant Worksheet This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) before any permits for new building construction, building expansion or fire hydrants will be issued by any building department within the TVF &R District. See the instructions for assistance completing this form or call one of the above numbers. Preparer Information Preparer Name: 'Jim Sheppard for Opus Northwest L.L.C. Phone: 503 - 670 - 7301 ' Fax:' 503 - 670 -7131 ' Architect / Engineer of Record: 'Opus Architects & Engineers Inc. Phone:1952- 656 -4444 ' Fax:1952- 656 -4529 ' General Building Information Project Name: Bridgeport Village - Building "R2" Project Address: 17315 SW Bridgeport Road City: 'Tigard County:'Washington ' Zip:197224 Construction Type(s): Type II One - hour or Type III One - hour ' Total Bldg Area: 9,723 sqft Total Fire Area: ' 9,723 sqft Bldg Fire Flow: ' 1420 Gallons Per Minute Describe Fire Area: (if more than one fire area, include an 8 1/2 x 11 or 11 x 17 drawing indicating the various fire areas) Type of Occupancy or Use of Building: 'Type M, A - - Retail & Restaurant A. Single Occupancy Hazard (If using Item A, DO NOT use Item B) Al Building Fire Flow 1420 GPM A2 Occupancy Factor 1 A3 Required Fire Flow 1420IGPM Use Either Item A Above or Item B Below, But Not Both B. Multiple Occupancy Hazard (If using Item B, DO NOT use Item A) B1 Determine percent of each occupancy hazard in the fire area. Occupancy Hazard Class Fire Area I Total Fire Area Percent of Fire Area Light Hazard 0 SF I 9,723 SF x 100 = 0 % Ordinary Hazard Grp 1 0 SF / 9,723 SF x 100 = 0 % Ordinary Hazard Grp 2 0 SF / 9,723 SF x 100 = 0 % Extra Hazard Grp 1 0 SF / 9,723 SF x 100 = 0 % Extra Hazard Grp 2 0 SF I 9,723 SF x 100 = 0 % Total Must equal 100% 0 % B2 Calculate Fire Flow Occupancy Hazard Class Factor Fire Area Fire Flow Bldg Fire Flow Light Hazard 1.0 x 0 % x 1420 GPM = 0 GPM Ordinary Hazard Grp 1 1.2 x 0 % x 1420 GPM = 0 GPM Ordinary Hazard Grp 2 1.3 x 0 % x 1420 GPM = 0 GPM Extra Hazard Grp 1 1.4 x 0 % x 1420 GPM = 0 GPM Extra Hazard Grp 2 1.5 x 0 % x 1420 GPM = 0 GPM B3 Required Fire Flow I 0 GPM I C. Calculate the Minimum Number of Fire Hydrants Required Required Fire Flow 1500 GPM / 1500 = 2 INo. of Hydrants Required (Min. of 2) D. Reduction of Fire Flow - Reductions are based on the following: D1 - Reduced by 25% for A Full Fire Alarm (multiply by .75) D2 - Reduced by 50% for Automatic Sprinklers (multiply by .50) D3 - Reduced by 75% for Central Station Supervised Automatic Sprinklers (multiply by .25) E. Required Fire Flow in Non - sprinklered or Sprinklered Buildings El. Fire Flow 1420 GPM x I 0.25 = 1500 GPM (Max. 3000 - Min. 1500 gpm) OFFICE COPY SPECIFICATIONS PASSIVE SUB -SLAB VENTING SYSTEM INSTALLATION AND HIGH - DENSITY POLYETHYLENE GEOMEMBRANE LINER 1,5 PR ®/r dC 1S701PE O1 `y 16,10 cb 77- V, cAN.N' - Prepared for Building R2 Bridgeport Village 7267 SW Bridgeport Road Tigard, Oregon 97224 November 4, 2004 Revision: 0.0 SECTION 1 PASSIVE SUB -SLAB VENTING SYSTEM INSTALLATION PART 1 - GENERAL 1.01 DESCRIPTION A. Work shall consist of furnishing and installing a passive sub -slab venting system. B. Work in this section - principal items include: 1. Installation of a 2- inch -thick layer of clean, coarse - grained sand 2. Installation of passive sub -slab venting pipe HazventTM or equivalent 3. Installation of 2- inch - inside diameter (ID) Schedule 80 polyvinyl chloride (PVC) riser pipe 4. Installation of %- inch -ID, Schedule 40 PVC sub -slab monitoring probes, each with 10 feet of 20- slot screen. 1.02 QUALITY ASSURANCE A. Construction Quality Assurance (CQA) inspections will be conducted by the Methane Quality Assurance (QA) Inspector (Methane QA Inspector) during the installation of the passive sub -slab venting system. The inspections will be conducted according to GeoDesign's CQA Plan dated June 17, 2004. B. The Methane QA Inspector must verify that the sand layer is in place before placing the sub -slab venting pipe. C. The sub -slab venting pipe shall be bedded in the 2 -inch sand layer. A minimum 0.75- to 1- inch -thin layer of sand shall be placed below the sub -slab venting pipe so that the top of the venting pipe is level with the top of the 2 -inch sand layer. D. Installation of the sub -slab venting pipe must be inspected and approved by the Methane QA Inspector prior to backfilling or covering by the 2 -inch sand layer. E. The Schedule 80 PVC riser pipe must be inspected and approved by the Methane QA Inspector prior to covering the riser pipe with interior wall. 1.03 DEFINITIONS A. Methane QA Inspector - Party, independent from MANUFACTURER and INSTALLER that is responsible for observing and documenting activities related to quality assurance during the lining system construction. GeoDesign, Inc. or Dudek & Associates, Inc. (Dudek) shall provide methane QA inspection services. B. ENGINEER - The individual or firm responsible for the design and preparation of the project's Contract Drawings and Specifications is GeoDesign and Dudek. C. Sub -Slab Vent Manufacturer (MANUFACTURER) - The party responsible for manufacturing the geomembrane rolls. D. CONTRACTOR - The individual or firm responsible for contracting and overseeing the services provided by the installer and other subcontractors for the duration of construction at the site. 2 • E. INSTALLER - Party responsible for field handling, transporting, storing, deploying, seaming, and testing of the geomembrane seams. F. Subgrade Surface - Soil layer surface which immediately underlies the geosynthetic material(s). 1.04 SUBMITTALS A. Product Data - INSTALLER will submit the following to the ENGINEER for approval: 1. H or equivalent manufacturer's product data and specifications. 2. Specifications of the clean, coarse - grained sand to be used below the membrane liner. B. Samples - INSTALLER will submit representative samples of the following to the ENGINEER for approval: 1. HazventT" venting pipe or equivalent 2. Clean, coarse - grained sand with less than 5 percent fines passing the U.S. Standard No. 200 Sieve. 1.05 JOB CONDITIONS A. The 2 -inch sand layer and passive vent pipe comprising the passive venting system shall only be installed on compacted subgrade. Sand layer and vent pipe shall not be installed if ponding water is present. The sand layer must not be allowed to mix with the subgrade to an extent that it will compromise the 2 -inch minimum thickness. PART 2 - PRODUCTS 2.01 MATERIALS A. HazventT" or equivalent passive venting pipe as approved by ENGINEER must be constructed of high - density polyethylene (HDPE) or equivalent and shall be a minimum of 12 inches wide and approximately 1 to 1.25 inches thick. The HazventT" or equivalent shall have a minimum of 50 per square foot evenly spaced openings on its bottom side that allow a minimum ratio of openings shall be no less than 1 square inch per 1 square foot of vent pipe. B. HazventT" or equivalent shall be connected at intersections or tees with manufacturer approved connectors or methods. Connectors shall be manufactured from HDPE, PVC, or acrylonitrile butadiene styrene (ABS). C. All connectors, such as couplings, end caps, elbows, crosses, tees, and transition fittings to solid round exhaust piping, shall be of the same manufacturer as the HazventT" or equivalent. D. SAND - The clean, coarse - grained sand shall have less than 5 percent fines passing U.S. Standard No. 200 Sieve. E. RISER PIPE - 2- inch - diameter, Schedule 80 PVC pipe and fittings. F. GEOTEXTILE - Typar 3201 non -woven geotextile shall be used, unless otherwise specified and approved by the ENGINEER. 3 G. SUB -SLAB MONITORING PROBES - sub -slab monitoring probes shall consist of 3/4- inch -ID, Schedule 40 PVC with 10 lineal feet of 20 -slot (0.020 -inch) screen. H. SUB -SLAB PROBE SAMPLE /DRAIN PORT - The drain port shall consist of a %4 -inch NPT threaded PVC or brass ball valve or similar. Valve 0-rings and valve seats may be EPDM, Viton, Buna -N, PFTE or other ENGINEER or DEQ approved equivalent. 2.02 REQUIREMENTS HazventT" or equivalent shall meet all of the following requirements: Property Test Method Test Result Compressive Strength ASTM D1621 > 3,000 pounds per square foot Flow Rate ASTM D 4716 > 24 gpm /ft Number of openings > 50/ft Open area > 1 inZ /ft Cross sectional open area > 2.5 in Thickness < 1.25 inch Width > 12 inches ASTM: American Society for Testing and Materials Ha meets or exceeds these specifications. HazventT" is manufactured by Varicore Technologies, Inc. 1- 800- 978 -8007. ACF West has received approval from GeoDesign's ENGINEER and DEQ to use AKWADRAINT" highway edge drain for the sub -slab vents in lieu of Hazventt" sub -slab flat vent pipe. AKWADRAINT" is manufactured by American Wick Drain Corporation of Matthews, North Carolina. AKWADRAINTM is similar to Liquid Boot® GeoVent, and its specifications meet the intent of the original specification and can be considered an approved equivalent. It is 12 inches wide by 1 -inch thick, is constructed of polypropylene, has an unobstructed inflow area of 85 percent which exceeds the minimum ratio of openings of 1 square inch per 1 square foot of pipe (0.69 percent openings), and has a compressive strength of 6,000 to 9,500 pounds per square foot (psf), which exceeds the minimum of 3,000 psf. The flow rate of AKWADRAINT" of 21 gallons per minute per foot of width (gpm /ft) is slightly less than the minimum of 24 gpm /ft in the specifications, but GeoDesign's ENGINEER certifies that its flow is adequate for this application. PART 3 - EXECUTION 3.01 INSTALLATION A. A 2- inch -thick layer of clean, coarse - grained sand shall be placed upon a compacted subgrade. The subgrade shall be free of ponding water. The sand layer shall be placed in such a manner that mixing between the sand and subgrade does not compromise the 2 -inch minimum thickness. If mixing compromises the 2 -inch layer, then placement shall cease until site conditions improve or an approximately 2- ounce, non -woven geotextile shall be placed upon the subgrade. B. Install HazventTM flat vent pipe or equivalent that is approved by ENGINEER as indicated in the Drawings. All connections shall be approved by the vent pipe manufacturer. Hazventr" or equivalent installation must be inspected and approved by the Methane QA Inspector prior to placement and burial of the membrane protector fabric (geotextile). 4 C. AKWADRAINT" has openings on both sides, with one side having a maximum inflow area of 85 percent. The AKWADRAINT" shall be installed with the side having the maximum inflow area positioned down (cones pointed down) as per the specifications and as shown on the typical methane vent section. D. Contractor shall exercise all due caution throughout the duration of construction to protect the HazventTM or equivalent from damage or displacement. If displaced or damaged, it shall be restored to its original location and /or condition to the satisfaction of the ENGINEER. E. Shallow sub -slab monitoring probes shall be installed at a spacing of one probe per 10,000 square feet of site area. Like the passive sub -slab vents, the probes shall lie in contact with the sand conveyance layer. The probes shall be bedded in the sand. The probes shall consist of a blank pipe with a discrete slotted interval. The pipe shall consist of 1/2-inch-ID, Schedule 40 PVC with 10 lineal feet of 20 -slot (0.020 -inch) screen. The pipe shall be fitted with a sample /drain port that is accessed outside the building's footprint. The probe shall be sloped down to the outside of the building so that it can drain through a drain port. 3.02 CONSTRUCTION SEQUENCE A. Install HazventTM or equivalent ENGINEER - approved flat vent in the locations shown on the drawings. B. Install appropriate connectors where required. Secure, manufactured connectors shall be utilized throughout. No overlapping of panels, taping, or other improvised joining methods are allowed. C. CONTRACTOR shall exercise all due caution throughout the duration of construction to protect the Ha or equivalent from damage or displacement. If displaced or damaged, it shall be restored to its original location and /or condition to the satisfaction of the ENGINEER. D. Connect HazventTM or equivalent to exhaust pipe in the location(s) as shown on the engineering drawings. 3.03 INSTALLATION REQUIREMENTS A. HazventTM will arrive in 150 -foot rolls. Cut appropriate - length runs with a utility knife. B. Typically no trenching is required although the HazventTM shall be imbedded into the two -inch sand layer such that the top of the vent pipe is level with the top of the two -inch sand layer. C. Line spacings should be according to engineering drawings. No part of the building slab shall extend more than 25 feet from a HazventTM line. D. Position the side with the openings down. E. Pre - stretching connectors by hand will allow the pipe to slip in more easily. F. Slide pipe into connectors as far as is physically possible. G. With force, the pipe and fittings can be disengaged if necessary. H Cap all "dead end" lines with Hazventr" end caps. I. Vent to a passive or mechanically induced vacuum system as called for in building plans. 5 J. Vehicles shall not drive over uncovered HazventTM lines K. Glue /cement is required only for connections between the multi - purpose connector and the PVC pipe, elbows, or adaptors as they exit the HazventT" collection system. Do not glue /cement pipe into snap -on fittings. 3.04 FIELD QUALITY CONTROL A. The Methane QA Inspector must verify that the sand layer is in place before placing the sub -slab venting pipe. The Methane QA Inspector must verify the following: 1. No ponding water is present. 2. The sand consistency matches the approved sand type. 3. The sand layer has not mixed with the subgrade to the extent that it will compromise the 2 -inch sand layer. 4. The sand layer is a minimum of 2 inches thick. B. The Methane QA Inspector must inspect and approve the sub -slab venting pipe prior to backfilling or covering by the 2 -inch sand layer. The Methane QA Inspector must verify that the Hazventl" or equivalent venting pipe is: 1. The type approved by the Oregon Department of Environmental Quality. 2. Placed with the openings on the bottom side. 3. Connected at intersections or tees with manufacturer approved connectors or methods, fully engaged in the connectors, and is not glued at snap -on fittings. 4. Free of overlapping of panels, taping, or other improvised joining methods. 5. Capped at dead -end lines. 6. Free of defects and not damaged. 7. Spaced according to the engineering drawings. C. The Methane QA Inspector must verify that the top of the venting pipe is level with the top of the 2 -inch sand layer. D. The Methane QA Inspector must inspect and approve the Schedule 80 PVC riser pipe prior to covering the riser pipe with interior wall. The Methane QA Inspector must verify that the Schedule 80 PVC riser pipe is: 1. Connected with manufacturer approved connectors or methods. 2. Protected with nail plates if a conventional wood frame construction method is used. END OF SECTION 6 SECTION 2 HDPE GEOMEMBRANE LINER PART 1 GENERAL 1.01 SECTION INCLUDES A. Specifications and guidelines for MANUFACTURING and INSTALLING HDPE geomembrane liner. 1.02 REFERENCES A. ASTM 1. D 1004 Test Method for Initial Tear Resistance of Plastic Film and Sheeting 2. D 1238 Standard Test Method for Flow Rates of Thermoplastics by Extrusion Plastometer 3. D 1505 Test Method for Density of Plastics by the Density- Gradient Technique 4. D 1603 Test Method for Carbon Black in Olefin Plastics 5. D 3895 Standard Test Method for Oxidative - Induction Time of Polyolefins by Differential Scanning Calorimetry 6. D 4833 Standard Test Method for Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products 7. D 4873 Guide to Identification, Storage, and Handling GeoTextiles 8. D 5199 Standard Test Method for Measuring Nominal Thickness of Geotextiles and Geomembranes 9. D 5397 Standard Test Method for Evaluation of Stress Crack Resistance of Polyolefin Geomembranes Using Notched Constant Tensile Load Test 10. D 5596 Standard Test Method for Microscopic Evaluation of the Dispersion of Carbon Black in Polyolefin Geosynthetics 11. D 5994 Standard Test Method for Measuring Core Thickness of Textured Geomembranes 12. D 6392 Standard Test Method for Determining the Integrity of Nonreinforced Geomembrane Seams Produced Using Thermo - Fusion Methods 13. D 6693 Standard Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes B. Geosynthetic Research Institute 1. GRI GM 13 Test Properties, Testing Frequency and Recommended Warranty for HDPE Smooth and Textured Geomembranes 1.03 DEFINITIONS A. Lot - A quantity of resin (usually the capacity of one rail car) used in the manufacture of geomembranes. Finished roll will be identified by a roll number traceable to the resin lot used. B. Methane QA Inspector - Party, independent from MANUFACTURER and INSTALLER that is responsible for observing and documenting activities related to quality assurance during the lining system construction. GeoDesign or Dudek shall provide methane QA inspection services. Methane QA inspection services are provided under the supervision of the Lead Methane QA Inspector and HDPE Inspector who will provide technical expertise during all phases of the HDPE gas barrier installation, inspection, and field testing services. C. HDPE Inspector - A Methane QA Inspector who is available to provide the technical expertise needed during all phases of the HDPE gas barrier installation, inspection, and field testing services. D. ENGINEER - The individual or firm responsible for the design and preparation of the project's Contract Drawings and Specifications is GeoDesign and Dudek. E. Geomembrane Manufacturer (MANUFACTURER) - The party responsible for manufacturing the geomembrane rolls. F. Geosynthetic Quality Assurance Laboratory (TESTING LABORATORY) - Party, independent from the MANUFACTURER and INSTALLER, responsible for conducting laboratory tests on samples of geosynthetics obtained at the site or during manufacturing, usually under the direction of the ENGINEER. G. CONTRACTOR - The individual or firm responsible for contracting and overseeing the services provided by the installer and other subcontractors for the duration of construction at the site. H. INSTALLER - Party responsible for field handling, transporting, storing, deploying, seaming, and testing of the geomembrane seams. Panel - Unit area of a geomembrane that will be seamed in the field that is larger than 100 square feet. j. Patch - Unit area of a geomembrane that will be seamed in the field that is less than 100 square feet. K. Subgrade Surface - Soil layer surface which immediately underlies the geosynthetic material(s). 1.04 SUBMITTALS POST -AWARD A. INSTALLER shall furnish the following product data, in writing, to ENGINEER prior to installation of the HDPE geomembrane material: 1. Resin Data shall include the following. a. Certification stating that the resin meets the specification requirements (see Section 2, Part 2.03, Item B.2.). 2. HDPE Geomembrane Roll a. Statement certifying no recycled polymer and no more than 10 percent rework of the same type of material is added to the resin (product run may be recycled). 3. Attachment to Concrete a. Material used to attach the HDPE to concrete footings, e.g. metal batten or HDPE welding strip. 4. 8 -ounce Geotextile or Sand Protective Layer a. Material used to protect the HDPE geomembrane while the concrete slab is poured. An 8- ounce non -woven geotextile or minimum 2 -inch sand layer shall be used. B. The INSTALLER shall furnish the following material samples to the ENGINEER prior to installation: 1. HDPE Geomembrane 2. Attachment Strip 3. 8 -ounce Geotextile C. The INSTALLER shall furnish the following information to the ENGINEER and CONTRACTOR prior to installation: 1. Installation layout drawings a. Must show proposed panel layout including field seams and details b. Must be approved by ENGINEER prior to installing the HDPE geomembrane 8 • 2. Approved drawings will be for concept only and actual panel placement will be determined by site conditions. 3. Installer's Geosynthetic Field Installation Quality Control Plan D. The INSTALLER shall submit the following to the ENGINEER upon completion of installation: 1. Certificate stating the HDPE geomembrane has been installed in accordance with the Contract Documents 2. Material and installation warranties 3. As -built drawings showing actual HDPE geomembrane placement and seams including typical anchor trench detail 1.05 QUALITY ASSURANCE A. The CONTRACTOR will engage and pay for the services of a Methane QA Inspector to monitor HDPE geomembrane installation. The INSTALLER is expected to follow their own Construction Quality Control (CQC) program requirements for inspections. 1.06 QUALIFICATIONS A. MANUFACTURER 1. HDPE Geomembrane shall be manufactured by the following: a. GSE Lining Technology, Inc. (GSE) b. Or equal approved by the ENGINEER 2. MANUFACTURER shall have manufactured a minimum of 10,000,000 square feet of HDPE geomembrane during the last year. B. INSTALLER 1. Installation shall be performed by one of the following installation companies (or equal approved by ENGINEER) a. ACF West Construction /Great Basin Environmental b. John's Waterproofing Company, Inc. c. Pioneer Waterproofing d. Snyder Roofing 2. INSTALLER shall have worked in a similar capacity on at least four projects similar in complexity to the project described in the contract documents, and with at least 50,000 square feet of HDPE geomembrane installation on each project. 3. The Installation Supervisor shall have worked in a similar capacity on projects similar in size and complexity to the project described in the Contract Documents. 4. The INSTALLER shall provide a minimum of one Master Seamer for work on the project. a. Must have completed a minimum of 1,000,000 square feet of HDPE geomembrane seaming work using the type of seaming apparatus proposed for the use on this Project. PART 2 - PRODUCTS 2.01 MATERIAL LABELING, DELIVERY, STORAGE AND HANDLING A. Labeling - Each roll of HDPE geomembrane delivered to the site shall be labeled by the MANUFACTURER, shipped, and stored in accordance with the ASTM D 4873 guidance. The label will identify: a. manufacturer's name b. product identification c. thickness d. length 9 e. width f. roll number B. Delivery - Rolls of liner will be prepared to ship by appropriate means to prevent damage to the material and to facilitate off- loading. C. Storage - The on -site storage location for HDPE geomembrane material, provided by the CONTRACTOR to protect the geomembrane from punctures, abrasions and excessive dirt and moisture shall have the following characteristics: a. level (no wooden pallets) b. smooth c. dry d. protected from theft and vandalism e. adjacent to the area being lined D. Handling - The geotextile and geomembrane shall be labeled, shipped, and handled in accordance with ASTM D4873 guidance. 2.02 WARRANTY A. Material shall be warranted, on a pro -rata basis against Manufacturer's defects for a period of 5 years from the date of HDPE geomembrane installation. B. Installation shall be warranted against defects in workmanship for a period of 1 year from the date of HDPE geomembrane completion. 2.03 HDPE GEOMEMBRANE A. Material shall be smooth HDPE geomembrane of minimum 60 -mil thickness as shown on the drawings. B. Resin 1. Resin shall be new, first quality, compounded and manufactured specifically for producing HDPE geomembrane. 2. Natural resin (without carbon black) shall meet the following minimum requirements: Property Test Method HDPE Density [g /cm ASTM D 1505 0.932 Melt Flow Index [g /10 min.] ASTM D 1238 (190/2.16) <- 1.0 OIT [minutes] ASTM D 3895 (1 atm /200 °C) 100 C. HDPE Geomembrane Rolls 1. Do not exceed a combined maximum total of 1 percent by weight of additives other than carbon black. 2. HDPE Geomembrane shall be free of holes, pinholes as verified by on -line electrical detection, bubbles, blisters, excessive contamination by foreign matter, and nicks and cuts on roll edges. 3. HDPE Geomembrane material will be supplied in roll form. Each roll is to be identified with labels indicating roll number, thickness, length, width, and MANUFACTURER. 4. All liner sheets produced at the factory shall be inspected prior to shipment for compliance with the physical property requirements listed in section 1.09, B, and be tested by an acceptable method of inspecting for pinholes. If pinholes are located, identified and indicated during 10 manufacturing, these pinholes may be corrected during installation. The ENGINEER will determine if material containing pinholes is to be rejected or if it is acceptable for use. D. Smooth surfaced geomembrane shall meet the requirements shown in the following table(s) for the following material(s): 1. Table 1.1 for black HDPE 2. Table 1.2 for white - surfaced HDPE a. The geomembrane shall be a white - surfaced, coextruded geomembrane. b. The white surface shall be installed upwards. E. Extrudate Rod or Bead 1. Extrudate material shall be made from same type resin as the HDPE geomembrane. 2. Additives shall be thoroughly dispersed. 3. Materials shall be free of contamination by moisture or foreign matter. F. Attachment to Concrete 1. Attachment strip shall be a seal lock attachment strip bedded in concrete and extrusion welded to the HDPE geomembrane or a stainless steel batten /gasket with stainless steel anchor bolts placed on 6 -inch centers. Stainless steel batten shall be approximately' -inch x 1Y2 inches and stainless steel anchor bolts shall be 3/8- inch - diameter x 3 3 /4 -inch expansion bolts. 2. ACF West's approved alternative batten type of attachment consists of a 50 mil, double adhesive strip which adheres to concrete, a %. -inch neoprene gasket overlying the adhesive strip, a second 50 mil double adhesive strip, the HDPE liner overlying the adhesive strip and gasket, a metal batten strip (2 -inch by 1/8-inch aluminum) securing the liner, and 1 1/4-inch-long, powder - actuated pins with washers on 6 -inch centers to secure the entire system'. ACF West's detail is attached. G. 8 -ounce non -woven geotextile 1. The 8 -ounce non -woven geotextile shall be Typar 3801 non -woven geotextile. Typar 3801 non- woven geotextile shall be used, unless otherwise specified and approved by the ENGINEER. H. Sand 1. The clean, coarse - grained sand shall have less than 5 percent fines passing U.S. Standard No. 200 Sieve. 2.04 EQUIPMENT A. Welding equipment and accessories shall meet the following requirements: 1. Gauges showing temperatures in apparatus (extrusion welder) or wedge (wedge welder) shall be present. 2. An adequate number of welding apparatus shall be available to avoid delaying work. 3. Power source must be capable of providing constant voltage under combined line load. 1 Although ACF West's proposed attachment varies significantly from the specifications, its use has been approved by GSE who manufactures the HDPE geomembrane, GeoDesign and Dudek, and the DEQ given the following facts: the batten system provides solid adhesion to both the concrete and the membrane and applies a compressive force to the gasket; the batten system withstood a 70 psi air pressure test without the benefit of the concrete overlay; the batten system passed a smoke test of a 6 -foot by 6 -foot area; and a similar batten system has been successfully used on five other projects. 11 PART 3 - EXECUTION 3.01 DEPLOYMENT Prior to deployment, the subgrade shall be prepared in accordance with Section 1 Part 3.01.1.A of these Specifications. A. Assign each panel a simple and logical identifying code. The coding system shall be subject to approval and shall be determined at the job site. B. Visually inspect the HDPE geomembrane during deployment for imperfections and mark faulty or suspect areas. C. Deployment of HDPE geomembrane panels shall be performed in a manner that will comply with the following guidelines: 1. Unroll HDPE geomembrane using methods that will not damage geomembrane and will protect underlying surface from damage (spreader bar, protected equipment bucket). 2. Place ballast (commonly sandbags) on HDPE geomembrane which will not damage geomembrane to prevent wind uplift. 3. Personnel walking on HDPE geomembrane shall not engage in activities or wear shoes that could damage it. Smoking will not be permitted on the geomembrane. 4. Do not allow vehicular traffic directly on unprotected HDPE geomembrane. Vehicles will be allowed on the HDPE geomembrane only in strict conformance with GSE requirements for Vehicular Traffic on Geosynthetics During Installation and EPA's Technical Guidance Document Quality Assurance and Quality Control for Waste Containment Facilities (Attached to specifications, Appendix A). 5. Protect HDPE geomembrane in areas of heavy foot traffic by placing protective cover, e.g. 8 -ounce geotextile, over the geomembrane. D. Sufficient material (slack) shall be provided to allow for thermal expansion and contraction of the material. 3.02 FIELD SEAMING A. Seams shall meet the following requirements: 1. To the maximum extent possible, orient seams parallel to line of slope, i.e., down and not across slope. 2. Minimize number of field seams in corners, odd - shaped geometric locations and outside corners. 3. Slope seams (panels) shall extend a minimum of five -feet beyond the grade break into the flat area. 4. Use a sequential seam numbering system compatible with panel numbering system that is agreeable to the Methane QA Inspector and INSTALLER. 5. Align seam overlaps consistent with the requirements of the welding equipment being used. A minimum 6 -inch overlap is required. B. During Welding Operations 1. Provide at least one Master Seamer who shall provide direct supervision over other welders as necessary. 12 PART 3 - EXECUTION 3.01 DEPLOYMENT Prior to deployment, the subgrade shall be prepared in accordance with Section 1 Part 3.01.1.A of these Specifications. A. Assign each panel a simple and logical identifying code. The coding system shall be subject to approval and shall be determined at the job site. B. Visually inspect the HDPE geomembrane during deployment for imperfections and mark faulty or suspect areas. C. Deployment of HDPE geomembrane panels shall be performed in a manner that will comply with the following guidelines: 1. Unroll HDPE geomembrane using methods that will not damage geomembrane and will protect underlying surface from damage (spreader bar, protected equipment bucket). 2. Place ballast (commonly sandbags) on HDPE geomembrane which will not damage geomembrane to prevent wind uplift. 3. Personnel walking on HDPE geomembrane shall not engage in activities or wear shoes that could damage it. Smoking will not be permitted on the geomembrane. 4. Do not allow vehicular traffic directly on unprotected HDPE geomembrane. Vehicles will be allowed on the HDPE geomembrane only in strict conformance with GSE requirements for Vehicular Traffic on Geosynthetics During Installation and EPA's Technical Guidance Document Quality Assurance and Quality Control for Waste Containment Facilities (Attached to specifications, Appendix A). 5. Protect HDPE geomembrane in areas of heavy foot traffic by placing protective cover, e.g. 8 -ounce geotextile, over the geomembrane. D. Sufficient material (slack) shall be provided to allow for thermal expansion and contraction of the material. 3.02 FIELD SEAMING A. Seams shall meet the following requirements: 1. To the maximum extent possible, orient seams parallel to line of slope, i.e., down and not across slope. 2. Minimize number of field seams in corners, odd - shaped geometric locations and outside corners. 3. Slope seams (panels) shall extend a minimum of five -feet beyond the grade break into the flat area. 4. Use a sequential seam numbering system compatible with panel numbering system that is agreeable to the Methane QA Inspector and INSTALLER. 5. Align seam overlaps consistent with the requirements of the welding equipment being used. A minimum 6 -inch overlap is required. B. During Welding Operations 1. Provide at least one Master Seamer who shall provide direct super over other welders as necessary. 12 C. Extrusion Welding 1. Hot -air tack adjacent pieces together using procedures that do not damage the HDPE geomembrane. 2. Clean HDPE geomembrane surfaces by disc grinder or equivalent. 3. Purge welding apparatus of heat - degraded extrudate before welding. D. Hot Wedge Welding 1. Welding apparatus shall be a self - propelled device equipped with an electronic controller which displays applicable temperatures. 2. Clean seam area of dust, mud, moisture and debris immediately ahead of hot wedge welder. 3. Protect against moisture build -up between sheets. E. Trial Welds 1. Perform trial welds on HDPE geomembrane samples to verify welding equipment is operating properly. 2. Make trial welds under the same surface and environmental conditions as the production welds, i.e., in contact with subgrade and similar ambient temperature. 3. Minimum of two trial welds per day, per welding apparatus, one made prior to the start of work and one completed at mid shift. 4. Cut four, one -inch wide by six -inch long test strips from the trial weld. 5. Quantitatively test specimens for peel adhesion, and then for shear strength. 6. Trial weld specimens shall pass when all of the following are met: a. Minimum test values shown in Table 3.1 are achieved for both the peel and shear test and b. The break, when peel testing, occurs in the liner material itself, not through peel separation, i.e. exhibits film tear bond (FTB) failure and c. The break is ductile. 7. Repeat the trial weld, in its entirety, when any of the trial weld samples fail in either peel or shear. 8. No welding equipment or welder shall be allowed to perform production welds until equipment and welders have successfully completed trial welds to the satisfaction of the ENGINEER. F. Seaming shall not proceed when ambient air temperature or adverse weather conditions jeopardize the integrity of the liner installation. INSTALLER shall demonstrate that acceptable seaming can be performed by completing acceptable trial welds. G. Attachment to Concrete 1. Stainless Steel Batten - securely fasten HDPE geomembrane to cured concrete using stainless steel anchor bolts on 6 -inch centers, ensuring the gasket is in place per the manufacturer's instructions. 2. Aluminum Batten - securely fasten HDPE geomembrane to cured concrete using a 50 mil double adhesive strip, 1 4 -inch neoprene gasket, a second 50 mil double adhesive strip, an aluminum batten strip (2 -inch by 1 /8 -inch aluminum), and 1 1/4-inch-long, powder- actuated pins with washers on 6 -inch centers. 3. Seal Lock Attachment Strip - fasten to inside of concrete forms. When forms are removed, the strip will be imbedded in the concrete. Clean the HDPE strip prior to extrusion welding the HDPE geomembrane. 13 H. Pipe Penetrations 1. Pipe penetrations shall be made with HDPE pipe boot and steel banding. The HDPE pipe boot shall be sized to fit the particular penetration. The HDPE pipe boot shall be welded to the surrounding membrane. Defects and Repairs 1. Examine all seams and non -seam areas of the HDPE geomembrane for defects, holes, blisters, undispersed raw materials, and any sign of contamination by foreign matter. 2. Repair and non - destructively test each suspect location in both seam and non -seam areas. Do not cover HDPE geomembrane at locations that have been repaired until test results with passing values are confirmed by the ENGINEER. 3. The following procedure applies when utilities have to be installed beneath the completed geomembrane and concrete building slab: a. The concrete slab shall be over -cut 7 inches in width on each side of the trench (14 inches plus the desired trench width), and the saw -cut should shall not penetrate the underlying HDPE geomembrane. b. The HDPE geomembrane shall be cut 7 inches out from each side of the concrete saw -cut. c. Following trenching and backfilling activities, the HDPE geomembrane shall clean of all debris and dust. d. The HDPE patch shall overlap the existing HDPE geomembrane 3 inches on each side. e. The patch shall be extrusion welded according to the repair procedures in Section 3.05. 3.03 PROTECTIVE LAYER A. The protective layer shall consist of 8 -ounce non -woven geotextile or a 2 -inch thick layer of clean, coarse - grained sand. The geotextile shall be placed with a minimum overlap of 6 inches between individual rolled sheets at cut fill -in pieces. If sand is used, it shall be placed to a thickness of 2 inches across the entire membrane. The sand layer shall not be placed with equipment that may cause damage to the membrane. A steel plate shall be used if vehicles are driven out onto the pad to spread the sand over the membrane. 3.04 FIELD QUALITY CONTROL A. MANUFACTURER and INSTALLER shall participate in and conform to all terms and requirements of the CONTRACTOR's CQC program. INSTALLER is expected to follow their own CQC program requirements for inspections. B. Quality assurance requirements are as specified in this Section: C. Field Testing 1. Non - destructive testing shall be carried out as the seaming progresses or at completion of all field seaming. a. Vacuum Testing 1) Shall be performed in accordance with ASTM D 5641, Standard Practice for Geomembrane Seam Evaluation by Vacuum Chamber. Vacuum testing shall be performed for all extrusion welds. 14 b. Air Pressure Testing 1) Shall be performed in accordance with ASTM D 5820, Standard Practice for Pressurized Air Channel Evaluation of Dual Seamed Geomembranes. Air Pressure testing shall be performed for all double -seam fusion welds. c. Other methods as approved by Engineer. 2. Smoke Testing shall be performed at the completion of all field seaming and after the geomembrane is attached to the concrete footings. The smoke test shall be conducted by the INSTALLER under the supervision of the Methane QA Inspector and HDPE Inspector according to the Smoke Testing Protocol for HDPE Methane Gas Barrier Installation developed by ACF West Construction, Inc. (Attached). 3. Destructive Testing (as determined by Methane QA Inspector and the ENGINEER with assistance from INSTALLER) a. Location and Frequency of Testing 1) Collect destructive test samples at a frequency of one per every 1,500 lineal feet of seam length. 2) Test locations will be determined after seaming. 3) Exercise Method of Attributes as described by GRI GM -14 (Geosynthetic Research Institute, http:// www.geosynthetic - institute.org) to minimize test samples taken. b. Sampling Procedures shall be performed as follows: 1) INSTALLER shall cut samples at locations designated by the ENGINEER as the seaming progresses in order to obtain field laboratory test results before the HDPE geomembrane is covered. 2) Methane QA Inspector will number each sample, and the location will be noted on the installation as- built. 3) Samples shall be 12 inches wide by 39- inches long with the seam centered lengthwise. 4) Cut a 2- inch -wide strip from each end of the sample for field- testing. 5) Cut the remaining sample into two parts for distribution as follows: a) One portion for INSTALLER, 12 inches by 12 inches b) One portion for the Third Party laboratory, 12 inches by 18 inches c) Additional samples may be archived if required. 6) Destructive testing shall be performed in accordance with ASTM D 6392, Standard Test Method for Determining the Integrity of Non - Reinforced Geomembrane Seams Produced Using Thermo - Fusion Methods. 7) INSTALLER shall repair all holes in the HDPE geomembrane resulting from destructive sampling. The repairs shall be performed in accordance with Section 2 HDPE Membrane Liner, Sub - section 3.05 of these specifications. 8) Repair and test the continuity of the repair in accordance with these Specifications. The repairs shall be performed in accordance with Section 2 HDPE Membrane Liner, Sub - section 3.05, of these specifications. 4. Failed Seam Procedures 1) If the seam fails, INSTALLER shall follow one of two options: a) Reconstruct the seam between any two passed test locations. b) Trace the weld to intermediate location at least 10 feet minimum or where the seam ends in both directions from the location of the failed test. 2) The next seam welded using the same welding device is required to obtain an additional sample, i.e., if one side of the seam is less than 10 feet long. 15 3) If sample passes, then the seam shall be reconstructed or capped between the test sample locations. 4) If any sample fails, the process shall be repeated to establish the zone in which the seam shall be reconstructed. 3.05 REPAIR PROCEDURES A. Remove damaged HDPE geomembrane and replace with acceptable geomembrane materials if damage cannot be satisfactorily repaired. B. Repair any portion of unsatisfactory HDPE geomembrane or seam area failing a destructive or non- destructive test. C. INSTALLER shall be responsible for repair of defective areas. D. INSTALLER shall use one of the following repair methods as determined by the ENGINEER: 1. Patching- Used to repair large holes, tears, undispersed raw materials and contamination by foreign matter. 2. Abrading and Re- welding- Used to repair short section of a seam. 3. Spot Welding- Used to repair pinholes or other minor, localized flaws or where HDPE geomembrane thickness has been reduced. 4. Capping- Used to repair long lengths of failed seams. 5. Flap Welding- Used to extrusion weld the flap (excess outer portion) of a fusion weld in lieu of a full cap. 6. Remove the unacceptable seam and replace with new material. E. The following procedures shall be observed when a repair method is used: 1. All HDPE geomembrane surfaces shall be clean and dry at the time of repair. 2. Surfaces of the HDPE which are to be repaired by extrusion welds shall be lightly abraded to assure cleanliness. 3. Extend patches or caps at least 6 inches for extrusion welds and 4 inches for wedge welds beyond the edge of the defect, and around all corners of patch material. F. Repair Verification 1. Number and log each patch repair (performed by Methane QA Inspector). 2. Non - destructively test each repair using methods specified in this Specification. 3.06 MEASUREMENT AND PAYMENT A. Payment for HDPE geomembrane installation will be as per contract unit price per square foot, as measured parallel to liner surface, including designed anchor trench material and is based upon net lined area. B. Net lined area is defined to be the true area of all surfaces to be lined plus designed burial in all anchor trenches, rubsheets, and sacrificial layers. C. Prices shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals. D. Prices also include doing all the work involved in performing HDPE geomembrane installation completely as shown on the drawing, as specified herein, and as directed by the ENGINEER. 16 Table 1.1: Minimum Values for Smooth Black- Surfaced HDPE Geomembranes Property Test Method "' Thickness, mil (mm) ASTM D 5199 Minimum Average 60 (1.5) Lowest Individual Reading 54 (1.4) Density, g /cm ASTM D 1505 0.94 Carbon Black Content, % ASTM D 1603, mod. 2.0 Carbon Black Dispersion ASTM D 5596 Note 2 Tensile Properties: ASTM D 6693 (each direction) Strength at Yield, lb /in (kN /m) 130 (23) Strength at Break, lb /in (kN /m) 243 (43) Elongation at Yield, % (1.3" gauge length) 13 Elongation at Break, % (2.0" gauge length) 700 Tear Resistance, lb (N) ASTM D 1004 42 (187) Puncture Resistance, lb (N) ASTM D 4833 1 19 (530) Notched Constant Tensile Load, hours ASTM D 5397, app. 400 Oxidative Induction Time, min. ASTM D 3895 100 1 Some test procedures have been modified for application to geosynthetics. All procedures and values are subject to change without prior notification. 2 Only near spherical agglomerates are considered. 9 of 10 views shall be Category 1 or 2. No more than one view Category 3. 17 Table 1.2: Minimum Values for Smooth White - Surfaced HDPE Geomembranes Property Test Method "' Thickness, mil (mm) ASTM D 5199 Minimum Average 60 (1.5) Lowest Individual Reading 54 (1 .4) Density, g /cm ASTM D 1 505 0.94 Carbon Black Content''', % ASTM D 1603 2.0 Carbon Black Dispersion ASTM D 5596 Note 4 Tensile Properties: ASTM D 6693 (each direction) Strength at Yield, lb /in (kN /m) 130 (23) Strength at Break, lb /in (kN /m) 243 (43) Elongation at Yield, % (1.3" gauge length) 13 Elongation at Break, % (2.0" gauge length) 700 Tear Resistance, lb (N) ASTM D 1004 42 (1 87) Puncture Resistance, lb (N) ASTM D 4833 1 19 (530) Notched Constant Tensile Load, hours ASTM D 5397, app. 400 Oxidative Induction Time"', min. ASTM D 3895 100 1 Some test procedures have been modified for application to geosynthetics. All procedures and values are subject to change without prior notification. 2 GSE White may have overall ash content greater than 3.0% due to the white layer. 3 The OIT values apply to the black layer only. 4 Only near spherical agglomerates are considered. 9 of 10 views shall be Category 1 or 2. No more than one view Category 3. Table 3.1: Minimum Weld Values for HDPE Geomembranes Property Test Method 60 (1.5) Peel Strength (fusion), ppi (kN /m) ASTM D 6392 98 (1 7.2) Peel Strength (extrusion), ppi (kN /m) ASTM D 6392 78 (13.7) Shear Strength (fusion & ext.), ppi (kN /m) ASTM D 6392 1 21 (21.2) END OF SECTION 18 , OFFICE COPY p R2 t ta I hr� HDPE SUB -SLAB -' : 7, ;Pe, -, PASSIVE VENTING SYSTEM ., tp ✓ r l if CY A DEVELOPMENT OF: . Opus Northwest L.L.C. VANCOUVER �r�' SHEET INDEX °° DWG NO. SHT NO. SHEET TITLE T -1 1 TITLE SHEET, INDEX & ABBREVIATIONS 7 C V - 2 R2 SUB -SLAB PASSIVE VENTING SYSTEM I PROJECT IN? PORTLAND Q V -2 3 R2 LIMITS OF HDPE LINER ��, s �. -w fri tom H -1 4 DETAILS AND SECTIONS s `� I/ H -2 5 DETAILS AND SECTIONS BEAVERTON H -3 6 DETAILS AND SECTIONS IP - , 1 H -4 7 DETAILS AND SECTIONS GO ABBREVIATIONS O AT CENTER LINE CONC CONCRETE DIA.,0 DIAMETER ELEC ELECTRIC GEO cEOTExTILE HDPE HIGH DENSITY POLYETHYLENE OREGON CITY NO.,--# NUMBER OC ON CENTER PVC POLYVINYL CHLORIDE PROJECT SCH SCHEDULE SITE TYP TYPICAL LOCATION MAP VERT VERTICAL NOT TO SCALE W/ WITH LEGEND — VENT PIPE VICINITY MAP INTERNAL FOOTING NOT TO SCALE -- - --- EXTERIOR FOOTING DETAIL NUMBER OR SUB -SLAB THREADED PVC MONITORING PIPE d SECTION LETTER SUB -SLAB MONITORING POINT SCREEN INTERVAL gliF I/ / HDPE LINER REFERENCE NUMBER OF DWG WHERE DETAIL IS SHOWN/TAKEN REVISIONS q7 j, ] NO. BY DALE R y � . REMARKS T SNYDER R H DP E SUB -SLAB PASSIVE VENTING SYSTEM � DESIGNED DATE 11/03/04 z & ASSOCIATES, INC. D RAWN: T. SNYDER Bridgeport Village c::; E0 S I G N Z Tigard, Oregon 97224 DWG T -1 SHEETS _� oF NH Shot Encinitas, CA 92024 TITLE SHEET, INDEX & ABBREVIATIONS CAD REF. NO. 3854 - T - 1 - DWG 760.942.5147 Fax 760.632.0164 CHECKED: _ - ;: - " , 77 - -- ,, ,,.. <I, NOTES: HDPE �Y . e SUB -SLAB PASSIVE VENTING SYSTEM(S) 3 r: 1. METHANE MITIGATION CONTRACTOR TO COORDINATE ALL INSTALLATIONS WITH BUILDING L.-:::1 ' . GENERAL CONTRACTOR. --.....• _ 2. METHANE VENTILATION PIPES/TRENCHES SHALL BE PLACED SUCH THAT NO PORTION -'' rNT OF THE FOUNDATION IS MORE THAN 25 FEET FROM A VENTILATION PIPE. r '''' 3. VENTILATION TRENCHES SHALL BE PROVIDED WITH HAZVENT OR ENGINEER/DEQ APPROVED EQUIV., SEE SPECIFICATIONS FOR SUBSLAB VENTILATION SYSTEM. THE TOTAL PIPE PERFORATION AREA SHALL BE AT LEAST EQUAL TO OR GREATER THAN ONE SQUARE INCH 12/3/0 PER SQUARE FOOT OF PIPE. PIPE MUST BE LESS THAN 2" IN HEIGHT AND 'L / N APPROXIMATELY 12" IN WIDTH. 4. HAZVENT OR ENGINEER /DEQ APPROVED EQUIV. SHALL BE CONNECTED TO VERTICAL VENTILATION RISER. THE VERTICAL VENTILATION RISER SHALL BE NOT LESS THAN 2 INCHES IN DIAMETER AND SHALL BE SCH. 80 PVC OR ENGINEER/DEQ APPROVED Q a a a. O EQUIV. 2'-4' 185' -2' 5. VENTILATION RISERS SHALL TERMINATE A MINIMUM OF 18 INCHES ABOVE THE ROOF \ 29' 8' 24'-5' 20'-3' 63'-7' , 20' - 24' - UNE FOR NON COMBUSTIBLE ROOFING (3 FEET FOR COMBUSTIBLE ROOFING). — — VENTILATION RISERS SHALL NOT BE LOCATED LESS THAN 3 FEET FROM A PARAPET - 7 7 WALL VENTILATION RISERS SHALL TERMINATE AT A DISTANCE OF NOT LESS THAN 10 (a � - - - - -- + a FEET FROM ANY BUILDING OPENING OR AIR INTAKE AND NOT LESS THAN 4 FEET J - - I 1 1 1 O FROM ANY PROPERTY LINE. 410 ©� I j! ■ . W® -- - — - -1 6. ANY V ENT1LAl10N RISER LOCATED WITHIN AN OPEN YARD SHALL TERMINATE AT `/ + _- - - f--- -: r A HEIGHT OF NOT LESS THAN 10 FEET ABOVE ADJACENT GRADE. ill r - , B.6 7. THE TERMINATION OF ALL VENTILATION PIPES SHALL BE PROVIDED WITH A TEE CONNECTION OR OTHER APPROVED RAIN CAP TO PREVENT THE INTRUSION OF c = ___T RAIN WATER. 5' -0' j J m 8. VENTILATION RISER SHALL BE CLEARLY MARKED TO INDICATE THAT THE PIPE MAY QQ CONTAIN COMBUSTIBLE GAS. THIS MAY BE ACCOMPLISHED THROUGH STENCILS, QQ F77 ' - 11' I ®® • ' � LABELS OR OTHER METHODS. PIPES SHALL BE MARKED NEAR THEIR TERMINATION CD POINT AND AT 5 FOOT INTERVALS ALONG THE REMAINDER OF THE VENTILATION • 0 RISER. THIS INCLUDES SECTIONS ENCASED WITHIN WALLS OR OTHER ENCLOSURES. AN • ®® n 10 =D' ©� ACCEPTABLE IDENTIFIER WOULD BE THE WORDS "METHANE GAS" PRINTED IN LETTERS. `,0 N © I I ® ® I M1 0 ® --t 9 ALL UNDERGROUND ELECTRICAL AND PLUMBING CONDUITS PENETRATING THE 8 - -- SUB -SLAB MEMBRANE SHALL BE PROVIDED WITH A GEOMEMBRANE PIPE BOOT. H-2 ( mo o I — -� 10. ALL ELECTRICAL CONDUITS ENTERING OR LEAVING THE COMMERCIAL BUILDING OR ® ® © r' 5 EXTERIOR ELECTRICAL BOXES SHALL BE COMPLETED IN ACCORDANCE WITH I P ® Q _- 1 ! LOCAL UTILITY COMPANY STANDARDS. ALL CONDUITS TO BE SEALED USING J SIKAFLEX -la OR ENGINEER /DEQ APPROVED EQUIV. 0 11. ALL SHOWER OR TUB BOXES MUST BE SET ABOVE GEOMEMBRANE. IF NECESSARY, OVER EXCAVATE SOIL BENEATH BOXES TO PROVIDE NECESSARY I i- - - ,— - - CLEARANCE FOR GEOMEMBRANE. . - - 12. CONTRACTOR SHALL VERIFY EXACT TYPE OF CONSTRUCTION AT EACH VENT RISER. �-rf' RISERS MUST AVOID WINDOWS, AND MUST NOT BE INSTALLED WHERE STRUCTURAL 1-- J 1 MEMBERS PROHIBIT. 54' — 20' - 3' 63' - T 29` - fs� — 2D' - 6' 3' 11' 13. FINAL PRODUCT APPROVAL WILL BE SUBJECT TO ENGINEER REVIEW. THE HDPE 2'-4' 1B5'-2' GEOMEMBRANE SHALL HAVE A MINIMUM THICKNESS OF 60 MILS. INSTALL APPROVED GEOMEMBRANE PER MANUFACTURES SPECIFICATIONS. C ` 14. HDPE GEOMEMBRANE THICKNESS SHALL BE 60 MIL AND VERIFIED BY THE ENGINEER /CONTRACTOR. CONCRETE FORMING, PLACEMENT AND FINISHING SHALL BE CONDUCTED SO AS TO MAINTAIN THE INTEGRITY OF THE GEOMEMBRANE. UNDER NO • • VENT PIPE CIRCUMSTANCES SHALL THE GEOMEMBRANE BE PENETRATED WITH FORMING OR GRAPHIC SCALE FINISHING APPARATUS DURING CONCRETE PLACEMENT. IF THE GEOMEMBRANE IS 0 8 6 24 FOOTING DAMAGED, CONTRACTORS WORK SHALL DISCONTINUE UNTIL THE APPROPRIATE REPAIRS ARE MADE. EDGE OF CONCRETE /APPROXIMATE EXTENT OF HDPE LINER 15. THE RECOMMENDATIONS OF THESE ENGINEERING DRAWINGS ARE BASED UPON THE ( IN FEET ) ASSUMPTION THAT THE QUALIFIED ENGINEERING OBSERVATION WILL BE PERFORMED 3/32 INCH =1 FT. SUB -SLAB THREADED PVC MONITORING PIPE AS THE MITIGATION SYSTEM CONSTRUCTION FOR THE PROJECT PROCEEDS. A SUB -SLAB MONITORING POINT SCREEN INTERVAL QUALIFIED METHANE QA INSPECTOR'S PRESENCE AT THE SITE FOR CONSTRUCTION OBSERVATION AND TESTING PROVIDES THE DEVELOPER WITH AN INDEPENDENT PROFESSIONAL OPINION REGARDING THE METHANE RELATED CONSTRUCTION PROCEDURES AND EFFECTIVENESS. 16. COPIES OF THIS PLAN SET SHALL BE DISTRIBUTED TO AND RECEIVED BY BOTH THE ELECTRIC AND PLUMBING CONTRACTORS. ALL ELECTRICAL AND PLUMBING INSTALLATIONS FOR BUILDINGS WITH SUB -SLAB VENTING SHALL COMPLY WITH NOTES 8, 9 AND 10 ABOVE. — REVISIONS DU 3 J NO. BY DATE REMARKS DESIGNED: T. SNYDER R2 HDPE SUB SLAB PASSIVE VENTING SYSTEM DATE 11/03/04 1 U & ASSOCIATES, INC. - DRAWN: T. SNYDER Bridgeport Village V _1 C EO EES I G N? Third Street Encinitas, CA 92024 Tigard, Oregon 97224 R2 SUB —SLAB PASSIVE VENTING SYSTEM DWG SHEET 2 OFD 760.942.5147 Fax 760.632.0164 CHECKED: CAD REF. NO. 3854 - - - DWG im ago PROft p. } pi N4 4 0 cizt 44, 4 4t, cc 13'TA PE r '!' / •R:• • ✓.. 0 '16,19 � co r • / ri r ti:2 / GRAPHIC SCALE UMIT OF HDPE UNER o 8 16 24 A HDPE UNER . = I / mi∎ I/ ( IN FEET ) 3/32 INCH —1 FT. REVISIONS Du X11 -�� 57 57 111 � m NO. BY DATE REMARKS I Dam S ✓(DESIGNED: T. SNYDER R2 HDPE SUB -SLAB PASSIVE VENTING SYSTEM DATE 11/03/04 G EO DES I G Nu — & ASSOCIATES, INC. DRAM: T. SNYDER Bridgeport Village Z , DWG V' SHEET _3— OFJ — 605 Third Shoot Encinitas, CA 92024 Tigard, Oregon 97224 R2 LIMITS OF HDPE LINER CAD REF. NO. 3854— V -2.DWG 760.942.5147 Fax 760.632.0164 CHECKED: HAZVENT OR ENGINEER/DEQ • HAZVENT CROSS I APPROVED EQUIV. PERFORATED HDPE EMBED CONNECTOR S IDE DOWN STRIP d� ExTRUSION WELD some... 60 Mt HDPE OR ENGINEER/DEQ APPROVED EQUIV. CONCRETE , I I I = 60 MIL HDPE OR ENGINEER/DEQ CONCRETE SLAB 4110 APPROVED EQUIV. 8 OZ. ED CONCRETE SLAB a a aU 8 Cl GEOTEXTILE �` ' ,,,,,, - ;,, ,, ,,,, 2' MIN. SAND COURSE L L • Cu 2" MIN. SAND I I I I = - � / \/\ / \ / \ / \ \/\/ \/ / \ / \/ _ v� v COURSE - �� /`� �� /� �� /A / � , � ��j� \ /�� \ � /� \ � /� �. HAZVENT OR ENGINEER/DEQ EXISTING SUBGRADE L L L L - EXISTING SUBGRADE APPROVED EQUIV. r e V V ging', . 1 Hi r, le , HDPE GEOMEMBRANE 60 MIL. HDPE SHEETING OR F , , , LINER (TYP) ENGINEER/DEQ APPROVED EQUIV.N.T.S. ® L 1 ' - 137t31PE � y FOOTING PENETRATION Y _„ex DETAIL (TYP) N.T.S. 4111 HAZVENT INTERLOCKING '• ` . CONNECTIONS (TYP) 41) 12k N.T.S. PIPE LEGEND 10' AWAY OR 3' ABOVE 4' MIN. 110' AWAY OR 3' ABOVE 4' MIN. ANY AIR INTAKE INTO FROM ANY ADJACENT .1 HAZVENT OR ENGINEER/ 1 ANY AIR INTAKE INTO FROM ANY ADJACENT BUILDING PROPERTY UNE t 8 OZ. GEOTEXTILE HAZVENT OR ENGINEER/DEO DEQ APPROVED EQUIV. BUILDING PROPERTY UNE APPROVED EQUIV. ? d SCH. 40 PVC PIPE RAIN GUARD RAIN GUARD 3' MIN. SLAB ARCHITECT 3' MIN. 60 MIL HDPE OR ENGINEER/DEQ P — ' PER ARCHITECT 2" SCH. 80 PVC FROM FA _FROM FA. APPROVED EQUIV. OR EQUIV. ID AS II OF BLDG. 1B" FOR NON - COMBUSTIBLE ROOFING BLDG. METHANE GAS` II AND 3' FOR COMBUSTIBLE ROOFING a I PIPE LEGEND 18' FOR NON - COMBUSTIBLE ROOFING I I HAZVENT OR ENGINEER/ 2' MIN. SAND AYAVAINATAISIAIATATA AND 3' FOR COMBUSTIBLE ROOFING DEQ APPROVED EQUIV. - COURSE JOIST I PIPE IN STUD WALL, 2" r i SCH. 40 PVC PIPE SCH. 80 PVC OR ENGINEER III —I — III — III — III — III — III — III — III — III — III — _III —_I I IIII. JOIST = _-i 2" SCH. 80 PVC /DEQ APPROVED EQUIV. OR EQUIV. ID AS EXISTING III =III III I I V I I I I I I III I I I I I I V II=I I I V I V I I III I I III I I I I II I IV I III 'METHANE GAS' SUBGRADE I I III — III — III — III — II1 I I I I 1 111 III - 111 — III — I NOTES: 2" SCH. 40 PVC COUPLER CONTRACTOR SHALL VERIFY EXACT TYPE OF NOTES: FOR PIPE CAST IN CONC. TO SCH. 80 PVC PIPE OR CONSTRUCTION AT EACH VENT RISER CALLED 2' SCH. 40 PVC PIPE WRAP WITH PLUMBERS 1/4" ENGINEER/DEQ APPROVED OUT ON THE PLANS. RISERS MUST AVOID WILL CONNECT TO THE THICK STYROFOAM TAPE EQUIV. WINDOWS, AND MUST NOT BE INSTALLED SCH. 80 PVC VENT FROM 2" WIDE ROLLS, OR 3' MAX 2" PVC WHERE STRUCTURAL MEMBERS PROHIBIT. RISERS NOTE$ BUILDING DEPT. REQ.'S SLAB - PIPE NOTES: PIPE IN STUD WALL 2' 2' SCH. 40 PVC PIPE /� \„ DIA. SCH. 80 PVC PIPE MALL CONNECT TO THE ' mm_ °i g',� N\ � � � � WRAP PIPE WITH P UMBERSN OR ENGINEER DEQ y /4' / SCH. 80 PVC VENT RISERS ,`. =:•: `:''- = "`� ��1 -"�� THICK STYROFOAM TAPE APPROVED EQUIV. HAZVENT OR ENGINEER/DEQ � ``? ? � FROM 2' WIDE ROLLS, OR 2" SCH. 40 PVC COUPLER BUILDING DEPT. REQ.'S APPROVED EQUIV. HAZVENT SINGLE MULTI- 3' N TO SCH. 80 PVC PIPE OR NOTES PURPOSE COUPLER \ \ \ \ \ \ \ \ \ \ \ \ \ SLAB � ENGINEER/DEO APPROVED CONTRACTOR SHALL VERIFY EXACT TYPE OF SOIL CEMENT �".. �- -• EQUIV. HAZVENT SINGLE MULTI - HAZVENT OR ENGINEER/DEQTh.. ; CONSTRUCTION AT EACH VENT RISER CALLED TYPICAL SUB'S LAB PAD HAZVENT EQUIV. !I. OUT ON THE PLANS. RISERS MUST AVOID PURPOSE COUPLER OR W, AND VENT PIPE (TYP) HAZVENT SINGLE MULTI - PURPOSE /1S' W � \ya \ \ 2" SCH. 40 PVC COUPLER OR ENGINEER /DEQ WHEREW3TRUCTURALTMEMBERSIPROHIBIT. EQq�EER /DEQ APPROVED N.T.S. APPROVED EQUIV. VENT RISER VENT RISER AT INTERIOR WALLS (TYP) 411) EXTERIOR WALL (TYP) 6 N.T.S. N.T.S. H -1 REVISIONS �� q7 57 �r\1 �ry g737 NO. BY - DATE REMARKS _ osicED: T. SNYDER R2 HDPE SUB -SLAB PASSIVE VENTING SYSTEM 1�1 I I I 1 1 1 r �� S ✓(� DATE 11/0.3/04 G EO DES I G Nz & ASSOCIATES, INC. DRAWN: T. SNYDER Bridgeport Village DWG H-1 SHEET 4 OF 7 605 Third 5h..1 beldam, G 92024 Tigard Oregon 97224 DETAILS AND SECTIONS CAD REF. NO. 11154-H-1.11%/f; I60A42.5147 Fax 760.632.0164 CHECKED: CONCRETE SLAB 6" MIN. OVERLAP 8 OZ. GEOTEXTILE FABRIC 8 OZ. GEOTEXTILE IMMLI ' 2' d MIN. SAND 8 0Z. GEOTEXTILE _ COURSE 60 MIL HDPE OR ENGINEER 60 MIL HDPE OR ENGINEER .� EXTRUSION WELD ►_. 3. lat /DEQ APPROVED EQUIV. POLYURETHANE Y MIN' /DEQ APPROVED EQUIV. / \ /� /� /�\ / / /� /�\ / i � , � � 2" MIN. SAND COURSE CAULKING w �l I ` �\ \ / \ \ / \ \ / \ \/\ \ / \ \ / / W EXTRUSION I �� CONCRETE Y4 X 1 X" STAINLESS / / / / / \ ' STEEL BATTEN WITH �` � \ I STEEL BATTEN CONCRETE . CONCRETE ANCHOR �� / 60 MIL HDPE OR ENGINEER HOT WEDGE DOUBLE /\ CONCRETE —t • / 2" MIN. SAND Ya' X 1 Y," GASKET 1114 /DEQ APPROVED EQUIV. TRACK FUSION WELD CONCRETE COURSE ' HDPE EMBED GAS VAPOR BARRIER FOOTING GAS VAPOR BARRIER FOOTING STRIP 410 FUSION WELD (TYP) ( $ GRADE BEAMS (TYP) q NC TYPE ANCHOR STAINLESS N.T.S. & GRADE BEAMS (TYP) 4510 0 6" CENTERS N.T.S. N.T.S. EXTRUSION WELD CONCRETE SLAB 8 OZ. GEOTEXTILE CONCRETE SLAB 60 MIL HOPE OR 60 MIL HDPE OR ENGINEER P-I ENGINEER/DEQ /DEQ APPROVED EQUIV. I APPROVED EQUIV. CONCRETE r e ° CONCRETE SLAB HDPE EMBED 1 STRIP , ' • a // / , • //„/ ' / / 2' MIN. SAND / / a e /� :::HDPE . /\ 2aUE SAND DP EMBED OR ENGINE OZ. GEOTEXTILE \ / \\ %�� \ ., + //\ /DEQ APPROVED EQUIV. /\ /// 2 MIN. SAND COURSE ail II� t EXISTING SUBGRADE / / \ \��\/ / / \ / / / \ / / / \ / /\ ,p j / / / / // / /,. / EXISTING SUBGRADE EXISTING SUBGRADE a �` • \ \�\\� \ \� \\� \ \, \ \�\ INTERNAL FOOTING 4. P o e, INTERNAL FOOTING THICKENED ER EN ik, ° � INTERNAL FOOTING INTERNAL FOOTING WITH EMBEDMENT ® DETAIL (TYP) ATTACHMENT DETAIL g EXTRUSION V N.T.S. ® N.T.S. N.T.S. H - 2 WELD 3' MIN. CONCRETE SLAB 60 MIL HDPE OR APPROVED POLYURE ANE CAULKING HDPE PIPE BOOT OR ENGINEER/ PENETRATION DEQ APPROVED EQUIV. ENGINEER/DEQ EQUIV. _„ a,,,' , < ° - ' °- [ 8 OZ. GEOTEXTILE V _ CONCRETE SLAB EXTRUSION WELD CONCRETE SLAB —.,,° ®� tt�� ti 2" MIN. SAND�� 8 OZ. GEOTEXTILE /\� 4 9 // / / 2" MIN. SAND � COURSE r COURSE _..._.... 8 OZ. GEOTEXTILE � ,\//. /i. / / / / „� „u,,, /i -,,,,,,,a,,,,E =� e • 60 MIL HDPE OR ENGINEER \\ -6 / EXTRUSION WELD \ \ /� \ \ ^ \ \i 1 \ \ \ \ \ i\ \� • \ .\ 2' MIN. SAND // / /DEQ APPROVED EQUIV. 60 MIL HOPE OR ENGINEER j�� \\ I nN COURSE G 60 ML HDPE OR OVERLAP \ \ ., \ \ � /DEQ APPROVED EQUIV. < ENGINE R /DEQ APPRO EQUIV. 3, EXISTING SUBGRADE EXISTING SUBGRADE �i \ ��li INTERNAL FOOTING EXISTING SUBGRADE \\� o CLEAN ALL DEBRIS BEFORE � f” I 1 STEEL BANDING (TYP.) ALL BREAKS) HOPE �� 4.61 N ! � R INTERNAL FOOTING WITH GAS VAPOR BARRIER ` FY 4 � �'� ` � • p TYPICAL PATCH DETAIL (TYP) 9 Q. w ., s ANCHOR BOLTS DETAIL PENETRATIONS (TYP) 8 - ,r N.T.S. ® SEALING N.T.S. H -2 N.T.S. H -2 ' N REVISIONS rZ �j1 \. 57 }7 �j11 g7f7 NO. BY DATE REMARKS I�1) I�I II�11 �I pE51g1ED; T. SNYDER R2 HDPE SUB -SLAB PASSIVE VENTING SYSTEM DATE 11/03/04 G EODESIGNz cm 11-2 s & ASSOCIATES, INC. DRAM: T. sNYVER Bridgeport Village 605 Third Shot Emilia, G 92024 Tigard, Oregon 97224 DETAILS AND SECTIONS s 385 � G 760.942.5141 Fa 760.6320164 CHECKED: CAD REF. NO. 3854 H - 2,DWG POLYSEAL EXPANDING 60 MILS HDPE OR ENGINEER FOAM SEALANT CONCRETE SAND/BENTONITE /DEQ APPROVED EQUIV. SLURRY TRENCH DAM NOTE: SLAB HAZVENT OR ENGINEER ® THE FOLLOWING PROPORTIONS WILL PROVIDE APPROXIMATELY ONE CUBIC YARD /DEQ APPROVED EQUIV. OF CONCRETE SAND/BENTONITE SLURRY. THIS MIX WILL SET UP BETWEEN 8 AND 20 HOURS AND WILL ACHIEVE 471 PSI 0 28 DAYS AND 266 PSI O 4 DAYS 2" PVC SERVICE SLEEVE CONCRETE SAND SLURRY 2' MIN. SAND COURSE ° d ° ° ° ° d ° ° ° ° ° A, A ,7 // CONCRETE SAND 3000 LBS +- 50 LBS. i 4 + WATER 350 LBS. (42 GALLONS) m - 7y, / /, -- CONCRETE 376 LBS. (4 SACKS) N 'a i� BENTONITE SLURRY • vw/ , 2" MIN. SAND COURSE iiioa, oiiiiiV4 BENTONITE 34 LBS. (200 MESH FORM) �\.\/ ‘\) \ ` , „. J WATER 564 LBS. (64 GALLONS) / /i` /i` t\X / \ \/\ // \/ / \ / \/ m p EXISTING SUBGRADE - ' / ii i`/ i`/ i`/i`/i` i / \ \i / \`//�`/j \` / / \`/ \ THE MANUFACTURES OF BENTONITE RECOMMEND ADDING TWO GALLONS OF WATER /\/ /\� \/\ \\ / \ / \� \\\/\ / \ / \ / \ / \ / / TO EACH POUND OF BENTONITE TO ACHIEVE A CONSISTENCY OF PANCAKE MIX. ij \ / / / / / / ////,/// j/ j� /,� /,� / / /,\ /, \ / / / 6' I 3' 1 3' THIS MIX SHOULD BE ADDED TO THE ALREADY MIXED CONCRETE SAND SLURRY. A CHEMGROUT PUMP WOULD WORK WELL FOR THIS. \ \ \ \ \ N.,....\• \\.. \\.,,, \ \ \ \ BENTONITE POWDER SHOULD NEVER BE ADDED DIRECTLY TO CONCRETE SAND SLURRY MIXTURE. TO DO SO WILL CAUSE COAGULATION OR LUMPING OF THE \ BENTONITE POWDER IN NE CONCRETE SLURRY MIXTURE. CONFIRM WITH THE CONCRETE SUPPUER THAT THEY WILL ALLOW BENTONITE �� \� UTILITY TRENCH DAM (TYP) H - 3 TO BE ADDED TO THE MIXER IF A TRANSIT MIX COMPANY SUPPLIES THE CONCRETE SAND SLURRY. \ \ \ \ \ \ \ \ \ \ \ \ \ N.T.S. SOIL CEMENT OPTIONAL SAND LAYER PAD EDGE OF SLAB (NP) N.T.S. 3" MIN. X" BEAD OF SIKAFLEX 60 MIL HDPE OR APPROVED la OR ENGINEER/DEQ LOCKING SQUARE ENGINEER/DEQ EQUIV. APPROVED EQUIV. VAULT CONCRETE SLAB Y4" MINUS SUBGRADE CONCRETE SLAB MATERIAL THREADED SAMPLE a 8 OZ. GEOTEXTILE EXTRUSION WELD PORT ° ' a �_ ° a 40 PVC ° 2 MIN SAND COURSE - THREADED ED TEE �a - ° ;. • ° a THREADED SAMPLE / <// \// \//\//\/\/1 / /// /,` 7)... -- '_' ••• + /,, ._;:c.. I \ e _ C \� \ \ = +` + + — ` ,, i_ ` PORT J (DRAIN) // / \ � /` / \ \ /\ , O r PVC THREADED END CAP � :`•: \ -, , , ' \// / % \ % � /� �/ _ , / /, , > /�! \ Y \ � \ \ /%\ scH. 40 PVC 0. 02' SLOT `1= • •, \ -+ � i -tea �_� �.i - �I • .,,, . + L i +- L I, \ `. ,, FOR PIPE CAST IN CONC. WRAP \ / \/� _ ,;. _� + d + + + + Ur MIN. i. is is +� � - i WITH PLUMBERS 1/4" THICK 60 MIL HDPE i % • ;'\ ! 1 ' C % 1 ' 2 1 - \ 1 -• ° -,71--,71- - , 1:1 SLOPE MIN. "' STYROFOAM TAPE FROM 2" WIDE \l�•.1:7I�7 1:7 1!. a 1/.. ,/- .I_ - a . .I REQ.'S �i„ `i i,`i .I +; 8 4 %�i.I yT�i I � i ii � / 8 OZ. GEOTEXTILE SUB -SLAB METHANE :+ 6" MIN. SAND COURSE MONITORING PROBES (TYP) ® a �" N.T.S. TYPICAL ELEVATOR/SUMP PIT DETAIL (TYP) = : �, �,.' w N.T.S. 177731 PE r REVISIONS /215/ DUD NO. BY DATE RE LARKS DE�'�� T SN R2 HDPE SUB -SLAB PASSIVE VENTING SYSTEM LUI DATE 11/03/04 G EO DES I G N` & ASSOCIATES INC. - - DRA WN: T . SNYDER Bridgeport Village � DF� Z I Tigard, Oregon 97224 DWG H -3 sHEEr 605 Third Shut Encinitas, G 92024 DETAILS AND SECTIONS CAD REF. NQ 3R44 —H —:4 f1Wl; 760.942.5141 Fax 760.632.0164 CHECKED: Y4" X 1 )4" STAINLESS ° STEEL BATTEN PIPE PENETRATION Y4" X 1 r GASKET Y X 1)¢' STAINLESS 60 MIL HDPE OR APPROVED CONCRETE PATCH CLEAN ALL DEBRIS BEFORE ° d STEEL BATTEN ENGINEER/DEQ EQUIV. INSTALLATION OF 60 MIL HDPE NI' X 3 3s STAINLESS STEEL (TYP.) AT ALL BREAKS) I' MIN. )z' MIN. SIKAFLEX -2C CINCH TYPE ANCHOR BOLT 4• OVERCUT OVERLAP Y4 X 1 )¢' GASKET 3' MI d O 6' CENTERS ° EXTRUSION WELD EXISTING CONCRETE SLAB 8 OZ. GEOTEXTILE , 3' MIN. 3' MIN. 8 OZ. GEOTEXTILE 8 OZ. GEOTEXTILE — ■ ■ FINAL ELEVATION ELE { �� v �� WI \// /DEQ APPROVED EQUIV. , ›/ v N / d 60 MIL HDPE OR ENGINEER � � „ , ®r s \ ■ ie ® // \ � \' \ ,\ , \ i i l \ 2" MIN. SAND CONCRETE ° ' d , ° ° d EXISTING 60 MIL HDPE OR 4 COURSE 60 MIL HDPE OR APPROVED SUBGRADE / d 4• OVERCUT ENGINEER/DEQ EQUIV. \ j Q .14 2" MIN. SAND COURSE ENGINEER/DEQ APPROVED EQUIV. 3 , o � , EXISTING SUBGRADE \ . CONCRETE /7\ /4\ / / CI X 334' STAINLESS STEEL \ \ i \ \� NOTES: O 6" CENTERS /\ BOLT \ /� / EXISTING SUBGRADE CONTRACTOR SHALL OVERCUT TRENCHES VERTICAL BATTEN ATTACHMENT FOR IMPROVEMENTS 4" TO ALLOW FOR EXTRUSION WELD OF HDPE PATCH UTILITY PENETRATIONS (TYP) (TYP) ® N.T.S. H -4 N.T.S. TYPICAL PATCH DETAIL (TYP) 0 N.T.S. I, 4'%‘1 PR ®tf r -^N REVISIONS 11 ��1 T �1 J , j NO. By DATE REMARKS I� II / II I�11 C I S ✓(� DESIGNED: T. SNwER R2 HDPE SUB -SLAB PASSIVE VENTING SYSTEM DATE 11/0.x/04 U & ASSOCIATES, INC. DR AWN: T. SNYDER Bridgeport Village D60 H-4 SHEET 7 OF -1-- G E o D ES I G N z Tigard, Oregon 97224 605 Third Simi Encinitas, CA 92024 DETAILS AND SECTIONS 760.942.5147 Fax 760.6324164 CHECKED: CAD REF. NO. 3R54—H-4 urn I ,4110 E R2 4 , 0 8F HDPE SUB -SLAB C � ''`'� - PASSIVE VENTING SYSTEM E -. , „b ec orr v. • A DEVELOPMENT OF: Opus Northwest L.L.C. VANCOUVER • 4 ; SHEET INDEX %., 9 DWG NO. SHT NO. SHEET TITLE T -1 1 TITLE SHEET, INDEX & ABBREVIATIONS .tee .00 C V - 2 R2 SUB -SLAB PASSIVE VENTING SYSTEM PROJECT % SITE PORTLAND V -2 3 R2 UMITS OF HDPE LINER m . H -1 4 DETAILS AND SECTIONS f `p Fir Q H -2 5 DETAILS AND SECTIONS BEAVERTON C3 H -3 6 DETAILS AND SECTIONS H - 7 DETAILS AND SECTIONS CD i lltIl) ABBREVIATIONS • AT © c CENTER UNE CONC CONCRETE DIA.,O DIAMETER ELEC ELECTRIC GEO GEOTEXTILE HDPE HIGH DENSITY POLYETHYLENE • E ,CON CITY NO.,�/ NUMBER OC ON CENTER PVC POLYVINYL CHLORIDE PROJECT SCH SCHEDULE SITE TYP TYPICAL LOCATION MAP 1 VERT VERTICAL NOT TO SCALE W/ WITH LEGEND VENT PIPE VICINITY MAP INTERNAL FOOTING NOT TO SCALE - -- -- - EXTERIOR FOOTING SUB -SLAB THREADED PVC MONITORING PIPE DETAIL NUMBER OR Agilh SECTION LETTER SUB -SLAB MONITORING POINT SCREEN INTERVAL VP V A HDPE UNER REFERENCE NUMBER OF DWG WHERE DETAIL IS SHOWN/TAKEN REVISIONS } y7 ]j y� �y7 N0. BY DAZE REMARKS DESIGNED_ T. SNYDER R2 HDPE SUB -SLAB PASSIVE VENTING SYSTEM I I J II 1 ILr"IuiJ 111��`S 1. TRS 12/02/04 DEO COMMENTS OA1ED 12/01/04 R2 DATE 12/02/04 & ASSOCIATES, I NC. ' DRAM: T. SNYDER Bridgeport Village GEODESIGNv Tigard, Oregon 97224 DWG T -1 SHEETS DF� 605 Third S1r.r4 Encinitas, CA 92024 TITLE SHEET, INDEX & ABBREVIATIONS 3854 —T -1 —DWG 760.942.5147 Fm 760.637-0164 CHECKED: CAD REF. NO. # F F; F _ NOTES: HDPE +; Vol.p SUB -SLAB PASSIVE VENTING SYSTFM(S' ✓� 13TOiPE 1. METHANE MITIGATION CONTRACTOR TO COORDINATE ALL INSTALLATIONS WITH BUILDING GENERAL CONTRACTOR. _' 2. M ETH ANE VENTILATION PIPES /TRENCHES 4N /TRENCHES SHALL BE PLACED SUCH THAT NO PORTION 1 OF THE FOUNDATION IS MORE THAN 25 FEET FROM A VENTILATION PIPE. (S1 �v� 16, • Ne 3. VENTILATION TRENCHES SHALL BE PROVIDED WITH HAZVENT OR ENGINEER/DEQ APPROVED O � s IS�, EQUIV., SEE SPECIFICATIONS FOR SUBSLAB VENTILATION SYSTEM. THE TOTAL PIPE �Tr v ri- PERFORATION AREA SHALL BE AT LEAST EQUAL TO OR GREATER THAN ONE SQUARE INCH 1 J,�1 • PER SQUARE FOOT OF PIPE. PIPE MUST BE LESS THAN 2" IN HEIGHT AND APPROXIMATELY 12" IN WIDTH. 4. HAZVENT OR ENGINEER/DEO APPROVED EQUIV. SHALL BE CONNECTED TO VERTICAL VENTILATION RISER. THE VERTICAL VENTILATION RISER SHALL BE NOT LESS THAN 2 0 O 0 E) (9, e.3 0 ER Ei' INCHES IN DIAMETER AND SHALL BE SCH. 80 PVC OR ENGINEER/DEQ APPROVED EQUIV. 2 ' -4' 185' -2' 5. VENTILATION RISERS SHALL TERMINATE A MINIMUM OF 18 INCHES ABOVE NE ROOF —N 29' -8' 16' -1' 69' -11' 42' -9' 24' -5' UNE FOR NON COMBUSTIBLE ROOFING (3 FEET FOR COMBUSTIBLE ROOFING). I r- " ` T —T r— VENTILATION RISERS SHALL NOT BE LOCATED LESS THAN 3 FEET FROM A PARAPET _ -i ! r T i n I WALL VENTILATION RISERS SHALL TERMINATE AT A DISTANCE OF NOT LESS THAN 10 _ _ FEET FROM ANY BUILDING OPENING OR AIR INTAKE AND NOT LESS THAN 4 FEET O -� — 1 — O FROM ANY PROPERTY UNE. o ® � - ' - j L — J L — — 1--- 1 —;' 6. ANY V EN„LON RISER LOCATED W I,HIN AN OPEN YARD SHALL TERMINATE AT ® ' o 1--- - - — - � 4 - a O A H O NOT LESS THAN 10 FEET ABOVE ADJACENT GRADE — — c -� e.s 7. THE TERMINATION OF ALL VENTILATION PIPES SHALL BE PROVIDED WITH A TEE L. CONNECTION OR OTHER APPROVED RAIN CAP TO PREVENT THE INTRUSION OF 0 - rr— - A _ I ® RAIN WATER. 5' -0' _ L I ■ I 8. VENTILATION RISER SHALL BE CLEARLY MARKED TO INDICATE NAT NE PIPE MAY © QQ CONTAIN COMBUSTIBLE GAS. THIS MAY BE ACCOMPUSHED THROUGH STENCILS. I __i.. LABELS OR OTHER METHODS. PIPES SHALL BE MARKED NEAR THEIR TERMINATION AAA/ 57 ' -11 ® ® ®j j o POINT AND AT 5 FOOT INTERVALS ALONG NE REMAINDER OF NE VENTILATION m ° ®® I 0 , ao RISER. THIS INCLUDES SECTIONS ENCASED WITHIN WALLS OR OTHER ENCLOSURES. AN ? t I 10' -0' I ® I . i� c.s ACCEPTABLE IDENTIFIER WOULD BE THE WORDS "METHANE GAS" PRINTED IN LETTERS. 4o r r m I © I I L .0 9. ALL UNDERGROUND ELECTRICAL AND PLUMBING CONDUITS PENETRATING THE 8 �'- A I D O SUB -SLAB MEMBRANE SHALL BE PROVIDED WITH A GEOMEMBRANE PIPE BOOT.® O ' - - _ - — o' ® _ _ 1 0. ALL ELECTRICAL CONDUITS ENTERING OR LEAVING NE COMMERCIAL BUILDING OR I 7 1 ® ®�� ....m..- ....m..- 1 LOCAL UTIUTY CCOMPAN DS. COMPLETED E ALL CONDUITS TO BE SEALED USING SIKAFLEX -1a OR ENGINEER/DEQ APPROVED EQUIV. 11. ALL SHOWER OR TUB BOXES MUST BE SET ABOVE GEOMEMBRANE. IF I I I NECESSARY, OVER EXCAVATE SOIL BENEATH BOXES TO PROVIDE NECESSARY i -- t — i i — , CLEARANCE FOR GEOMEMBRANE. O I `� Lr ' I j - 1 I_ _ I I I _ 1 I _ G ? E 12. CONTRACTOR SHALL VERIFY EXACT TYPE OF CONSTRUCTION AT EACH VENT RISER. --1 'fir `L~� - �-� RISERS MUST AVOID WINDOWS, AND MUST NOT BE INSTALLED WHERE STRUCTURAL 45' -9' 1 112' -8' . I — -I- -- - 1 - --I L--- — 20' -6' MEMBERS PROHIBIT. 3' -11' 13. FINAL PRODUCT APPROVAL WILL BE SUBJECT TO ENGINEER REVIEW. THE HDPE 2' -4' IBS' -2' GEOMEMBRANE SHALL HAVE A MINIMUM THICKNESS OF 60 MILS. INSTALL APPROVED GEOMEMBRANE PER MANUFACTURES SPECIFICATIONS. 0 U 0 (- Oi .0 ae � 14. HDPE GEOMEMBRANE THICKNESS SHALL BE 60 MIL AND VERIFIED BY THE ENGINEER /CONTRACTOR. CONCRETE FORMING, PLACEMENT AND FINISHING SHALL BE CONDUCTED SO AS TO MAINTAIN NE INTEGRITY OF NE GEOMEMBRANE. UNDER NO • • VENT PIPE CIRCUMSTANCES SHALL NE GEOMEMBRANE BE PENETRATED WITH FORMING OR GRAPHIC SCALE FINISHING APPARATUS DURING CONCRETE PLACEMENT. IF THE GEOMEMBRANE IS o 8 16 24 — — — FOOTING DAMAGED, CONTRACTORS WORK SHALL DISCONTINUE UNTIL THE APPROPRIATE _ REPAIRS ARE MADE. EDGE OF CONCRETE /APPROXIMATE EXTENT OF HDPE UNER 15. NE RECOMMENDATIONS OF THESE ENGINEERING DRAWINGS ARE BASED UPON NE 1 IN FEET I ASSUMPTION NAT THE QUALIFIED ENGINEERING OBSERVATION WILL BE PERFORMED 3/32 INCH - 1 FT. SUB -SLAB THREADED PVC MONITORING PIPE AS THE MITIGATION SYSTEM CONSTRUCTION FOR NE PROJECT PROCEEDS. A SUB -SLAB MONITORING POINT SCREEN INTERVAL QUALIFIED METHANE QA INSPECTOR'S PRESENCE AT THE SITE FOR CONSTRUCTION ® OBSERVATION AND TESTING PROVIDES NE DEVELOPER WIIN AN INDEPENDENT PROFESSIONAL OPINION REGARDING NE METHANE RELATED CONSTRUCTION PROCEDURES AND EFFECTIVENESS. 16. COPIES OF THIS PLAN SET SHALL BE DISTRIBUTED TO AND RECEIVED BY BOTH NE ELECTRIC AND PLUMBING CONTRACTORS. ALL ELECTRICAL AND PLUMBING INSTALLATIONS FOR BUILDINGS WITH SUB -SLAB VENTING SHALL COMPLY WITH NOTES 8, 9 AND 10 ABOVE. REVISIONS q7 q y� y� g7y7 1. BY DATE S T. SNYDER HDPE SUB -SLAB PASSIVE VENTING SYSTEM IIw /p ILI4�]J1 IL ILl:�(S 1. IRS 12/02/04 DEQ COMMENTS DATED 12/01/04 DESIGNED: R2 DATE 12/02/04 U & AS SOCIATES, INC. DR AWN: T. SN YDER Bridgeport Village DWC V -1 g T 2 OF . G Eo D ES I G NZ Tigard, Oregon 97224 605 TNrd Slml Fndn9o> CA 92024 R2 SUB —SLAB PASSIVE VENTING SYSTEM 760.942.5147 Fa 760.632.0164 CHECKED: CAD REF. NO. 3854 -v -1 -DWG i tA� O/ 7 �' V. tA ` ® //: GRAPHIC SCALE UNIT OF HDPE UNER o 8 16 24 / I HDPE UNER IMMO ( IN FEET ) 3/32 INCH - 1 FT. REVISIONS D ED 3K I. R /0 REMARKS DEsIGNED: T SN p HDPE SUB -SLAB PASSIVE VENTING SYSTEM I. TRS 12/02/04 DEQ COMMENTS DATED 12/01/04 R2 DATE 12/02/04 U & ASSOCIATES, INC. DRAWN T. SN> Bridgeport Village DWG V -2 SHEET_ Cr _7_ G Eo ES I G N z Tigard, Oregon 97224 _ 605 third SM Wallas, aa, 92024 R2 LIMITS OF HDPE LINER 760.342.5147 Fax 760.632.0164 CHECKED: CAD REF. NO. 3854 —V 2.DVG HAZVENT OR ENGINEER/DEQ HAZVENT CROSS HDPE EMBED CONNECTOR I�I SI APPROVED DE DOWN EQUIV. PERFORATED STRIP a EXTRUSION WELD Mill " 60 MIL HOPE OR ENGINEER/DEQ . . , 60 MIL HDPE OR ENGINEER/DEQ APPROVED EQUIV. CONCRETE , I I = CONCRETE SL APPROVED EQUIV. SLAB 8 OZ. GE GEOTEXTILE CONCRETE SLAB L LL in . 8 OZ. GEOTEXTILE al LLLL ID - _ _ 2" MIN. SAND COURSE � a COURSE SAND I - / \ / / \ / / \ //\ / \ / \ / \// "% \/ / \/ ._ / 4/41M7/... ' . i /.h/ /,,'." I I I In EXISTING SUBGRADE HAZVENT OR ENGINEER/DEQ EXISTING SUBGRADE L L L L� ND APPROVED EQUIV. 11,1111 HDPE GEOMEMBRANE ENGINEER/DEQ MIL. HD SHEETING EQUIV. ��'�� iNB f _ LINER (TYP) i t- . r' N.T.S. GO _ 4 � E r FOOTING PENETRATION �/ DETAIL (TYP) � `' � N N.T.S. GI HAZVENT INTERLOCKIN � �� 16 , �g $ 1 CONNECTIONS (TYP) - O ' p T ` N.T.S. ® -,; / PIPE LEGEND 10' AWAY OR 3' ABOVE 4' MIN. ___ 10' AWAY OR 3' ABOVE 4' MIN ANY AIR INTAKE INTO FROM ANY ADJACENT c , HAZVENT OR ENGINEER/ l' ANY AIR INTAKE INTO FROM ANY ADJACENT BUILDING PROPERTY UNE t 8 OZ. GEOTEXTiLE HAZVENT OR ENGINEER/DEQ DEQ APPROVED EQUIV. BUILDING PROPERTY UNE APPROVED EQUIV. 7 d SCH. 40 PVC PIPE RAIN GUARD 3' MIN. RAIN GUARD 3' MIN. 60 MIL HOPE OR ENGINEER/DEQ SLAB - .. 2" SCH. 80 PVC PER ARCHITECT T FROM FACE PER ARCHITECT _ FROM FA• APPROVED EQUIV. OR EQUIV. ID AS 11' OF BLDG. 18" FOR NON- COMBUSTIBLE ROROOFING MI OF BLDG. "METHANE GAS" III a d 4 a ° l i AND 3 FOR COMBUSTIBLE ROOFING d ° 4 1 PIPE LEGEND — 1 - I . 18" FOR NON - COMBUSTIBLE ROOFING HA ZVENT OR ENGINEER / j 2" MIN. SAND �YAIAI *IAIAYAYAIAYAYA AND 3' FOR COMBUSTIBLE ROOFING { DE Q APPROVED EQUIV. i� JOIST 2% , PIPE IN STUD WALL, 2" COURSE I ' r i SCH. 40 PVC PIPE — • SCH. 80 PVC OR ENGINEER � ■ 2" SCH. 80 PVC /DEQ APPROVED EQUIV. � �.,�. I j i . I I I — I I — I I III — I I — I I — I I — I I — I I — I I — I I JOIST = - I�I I — III OR EQUIV. ID AS EXISTING IIIIII — III — III III — III — III =III — III — III — III =III — I "METHANE GAS" SUBGRADE 11 I III — III — I 1 I I I I I I III — I I El 1 Ell I -I I {=I I la I I=I 1 I 11= 111 =111 =I II =111 =1I 1 =111 - 11 =111= 111 =111 =111 =111 =111 =1 NOTES: 2 SCH. 40 PVC COUPLER \ \ \ \ \ \ \ \ \ \ \ \ CONTRACTOR SHALL VERIFY EXACT TYPE OF 1 NOTES: FOR PIPE CAST IN CONC. MAX TO SCH. 80 PVC PIPE OR \ \ \ \ \ \ \ \ \ \ \ \ \ CONSTRUCTION AT EACH VENT RISER CALLED 2" SCH. 40 PVC PIPE WRY WITH PLUMBERS 1/4' ENGINEER/DEQ APPROVED OUT ON THE PLANS. RISERS MUST AVOID WILL CONNECT TO THE THICK STYROFOAM TAPE EQUIV. \ \ \ \ \ \ \ \ \ \ \ \ \ F ROM 2 VIDE ROLLS, OR 3' \ \ \ \ \ \ \ \ \ \ \ \ \ WINDOWS, AND MUST NOT BE INSTALLED � SCH. 80 PVC VENT 2" PVC \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ WHERE STRUCTURAL MEMBERS PROHIBIT. RISERS NOTE BUILDING DEPT. REQ.'S SLAB r PIPE \ \ \ \ \ \ \ \ \ \ \ \ \ NOTES: I PIPE IN STUD WALL 2" DI A. SCH. 80 PVC PIPE 2" SCH. 40 PVC PIPE WILL CONNECT TO THE Asa: = \,� ; \ \ \ \ \ \ \ \ \ \ \ ,,� \ \ \ \ \ \ \ \ \ \ \ \ \ FOR PIPE CAST IN CONC. OR ENGINEER/DEQ SCH. PVC VENT RISERS �1 � \ \ \ \ \ \ \ \ \ \ \ \ \ WRAP WITH PLUMBERS 1/4" APPROVED EQUIV. \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ THICK STYROFOAM TAPE HAZVENT 80 OR ENGINEER/DEQ FROM 2' WIDE ROLLS. OR APPROVED EQUIV. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\..\_ BUILDING DEPT. REQ.'S 2" SCH. 40 PVC COUPLER HAZVENT SINGLE MULTI - 3' MA . TO SCH. 80 PVC PIPE OR NOTES \ ' ENGINEER/DEQ APPROVED PURPOSE COUPLER SLAB�� CONTRACTOR SHALL VERIFY EXACT TYPE OF ZV ,,,,,,,,,,,,,,,,,:.,,,, - EQUIV. AT EACH VENT RISER CALLED HAZVENT SINGLE MULTI - S0� CEMENT CONSTRUCTION HAZVENT OR ENGINEER/DEQ�.��'�°�� UCTION TYPICAL SUB -SLAB PAD APPROVED EQUIV. 11_ OUT ON THE PLANS. RISERS MUST AVOID PURPOSE COUPLER OR ��/ WINDOWS, AND MUST NOT BE INSTALLED ENGINEER/DEQ APPROVED VENT PIPE (TYP) HAZVENT SINGLE MULTI - PURPOSE ,/ �� %� /i. /��%/ /n�, �/� ,- 2" SCH. 40 PVC COUPLER OR ENGINEER /DEQ WHERE STRUCTURAL MEMBERS PROHIBIT. EQUIV. N.T.S. APPROVED EQUIV. VENT RISER VENT RISER AT INTERIOR WALLS (TYP) ® EXTERIOR WALL (TYP) 6 N.T.S. N.T.S. H -1 REVISIONS - S7 57 NO. BY DATE REMARKS DESIGNED: T. SNYDER R 2 HDPE SUB -SLAB PASSIVE VENTING SYSTEM V 1. IRS 12/02/04 DEQ COMMENTS DATED 12/01/04 DATE 12/02/04 V & ASSOCIATES, INC. DRAWN: T. SNYDER B ridgeport Village E D D N _ DWIG H -1 SHEET 4 OF 7 Z Tigard, Oregon 97224 605 Third Sired ETAILS AND SECTIONS ed End 60.6 CA 92024 Fax 760.632.0164 CHECKED: CAD REF. NO. 3854 H 1.I1Wf, 160.942.5147 F • 6' MIN. OVERLAP 8 OZ. GEOTEXTILE CONCRETE SLAB FABRIC 8 oz. GEOTEXTILE • d — 2 MIN. SAND 8 60 MIL HDPE OR ENGINEER �� COURSE 60 MIL HDPE OR ENGINEER / / \ / \ / \ / \/\ \ / \ / \ / \ / \/\ EXTRUSION WELD IMO 3. /DEQ APPROVED EQUIV. POLYURETHANE S 41 /DEQ APPROVED EQUIV. ��/ \ EXTRUSION \ / \ � \ r �� ,� CONCRETE _ STAINLESS %\\ j / / \ \ // / / \ \/\\/ \ / \ \ / / \ \/ ' ,� 2' MIN. SAND COURSE CAULKING -�� Y4" X 1 J� / / /\ / / / / / �` _ \ A STEEL BATTEN WITH g, STEEL BATTEN / — CONCRETE ANCHOR // ° 60 MIL HDPE OR ENGINEER HOT WEDGE DOUBLE CONCRETE � � 4 CONCRETE CONCRETE / 2' MIN. SAND /DEQ APPROVED EQUIV. TRACK FUSION WELD ETE Y4" X 1 1¢' GASKET COURSE ' ° 4 1111 HDPE EMBED FUSION WELD (TYP) GAS VAPOR BARRIER FOOTING STRIP GAS VAPOR BARRIER FOOTING & GRADE BEAMS (TYP) ,s, GRADE BEAMS (TYP) CINCH TYPE ANCHOR BOLT N.T.S. N.T.S. O 6' CENTERS N.T.S. CONCRETE SLAB EXTRUSION WELD 60 MIL HDPE OR 60 MIL HDPE OR ENGINEER 8 OZ. GEOTEXTILE CONCRETE SLAB ENGINEER/DEQ /DEQ APPROVED EQUIV. � o a • e ' APPROVED EQUIV. CONCRETE SLAB HDPE EMBED • .. — — STRIP ; �� •' tee . I -� ' // I / 2" MIN. SAND �� / j/ / COURSE / „ 2 ' MI N. SAND S EMBED 60 MIL HDPE OR ENGINEER 7 • 8 OZ. GEOTEXTILE � \ \ t , OURSE // /DEQ APPROVED EQUIV. // // \// \ \ / 2' MIN. SAND COURSE a Ii i - .. • r y• .. \�. �� EXISTING SUBGRADE /i��/ \ / / / \ / / / \ / / / ,r• /\ \ / \ \/ \ / \ / / \ \ //\ /,. ' EXISTING SUBGRADE INTERNAL FOOTING EXISTING SUBGRADE li k ,, .L p • ,- D r INTERNAL FOOTING THICKENED SLAB .. • INTERNAL FOOTING INTERNAL FOOTING WITH EMBEDMENT N.T.S. 0 ` DETAIL (TYP) ATTACHMENT DETAIL 6 EXTRUSION N.T.S. 0 N.T.S. H -2 , �40 PRO WELD N + O 8 ,, CO 1 C� 1 1 PE r A _ --- ""'"*" . :w •N 3' MIN. CONCRETE SLAB 60 MIL HDPE OR APPROVED 'w/ 9 HDPE PIPE BOOT OR ENGINEER/ PENETRATION ENGINEER/DEQ EQUIV. �C 16� 1 POLYUR ANE CAULKING DEQ APPROVED EQUIV. �V� < ' • ' ° 8 OZ GEOTEXTILE 41111111 CONCRETE SLAB EXTRUSION WELD 3 OVERLAP CONCRETE SLAB V �'+ �� 2' MIN. SAND 2' MIN SAND COURSE �1 ` • / 8 OZ. GEOTEXTILE \ / // // / COURSE ��_ ∎w 8 OZ. GEOTEXTILE \/� • ' // /,/, l / / /� /i iq 60 MIL HDPE OR ENGINEER / / EXTRUSION WELD \� \ \ ,1 \ \/ \ •A ' 1 2" MIN. SAND \ 60 MIL HDPE OR ENGINEER /� Aligi- // \� /DEQ APPROVED EQUIV. \ / \ \ \ 4 COURSE / \� /DEQ APPROVED EQUIV. / i / , ,� EXISTING 6 0 MIL HDPE OR 3' OVERLAP EXISTING SUBGRADE � \ \ ; ll ENGINEER/OEO APPROVED EQUIV. EXISTING SUBGRADE INTERNAL FOOTING EXISTING SUBGRADE /� = CLEAN ALL DEBRIS BEFORE STEEL BANDING ,1 PY INSTALLATION OF 60 MIL HDPE INTERNAL FOOTING WITH GAS VAPOR BARRIER (TYP.) AT ALL BREAKS) SEALING PENETRATIONS (TYP) 8 TYPICAL PATCH DETAIL (TYP) 9 ANCHOR BOLTS DETAIL fill ( N N.T.S. H -2 .T.S. H - N.T.S. REVISIONS D S7 1. R DATE REMARKS 2/0 DESGNED• T. SNYDER HDPE SUB -SLAB PASSIVE VENTING SYSTEM V 1. IRS 12/02/04 DEQ COMMENTS DATED 12/01/04 R2 DATE 12/02/04 U & ASSOCIATES, INC. DR AWN : T. SrYDER Brid geport Village H - 5 G EO ES I G N DNG SHEET OF —7— _ Z Tigard, Oregon 97224 605 TNAI Slrwl Endnilaa, CA 92024 DETAILS AND SECTIONS 760.942.5147 Fax 760.632.0164 CHECKED: CAD REF. NO. 3854- H -2,DWG POLYSEAL EXPANDING 60 MILS HDPE OR ENGINEER FOAM SEALANT CONCRETE SAND/BENTONITE /DEQ APPROVED EQUIV. SLURRY TRENCH DAM NOTE: SLAB HAZVENT OR ENGINEER IIIMIIIIIIIIIII THE FOLLOWING PROPORTIONS NAIL PROVIDE APPROXIMATELY ONE CUBIC YARD /DEQ APPROVED EQUIV. OF CONCRETE SAND/BENTONITE SLURRY. THIS MIX WILL SET UP BETWEEN 8 AND 20 HOURS AND WILL ACHIEVE 471 PSI O 28 DAYS AND 266 PSI 0 4 DAYS 2" MIN. SAND ° MOE 2 PVC SERVICE SLEEVE CONCRETE SAND SLURRY COURSE d ° d a ° c n ° CONCRETE SAND 3000 LBS +- 50 LBS. Z 1 / �� . . - WATER 350 LBS. (42 GALLONS) . - ,,,,: i i , , CONCRETE 376 LBS. (4 SACKS) 1. 'n . ` - / BENTONITE SLURRY a��iA��ATA�a�aTa��ra 2' MIN. SAND COURSE a s 17711,;'27 : 7 BENTONITE 34 LBS. (200 MESH FORM) v, \' \' v v v v v v v v \v v v v v v v WATER 564 LBS. (64 GALLONS) / / / / / / / i° p ti EXISTING SUBGRADE r / / j / \ /j \ / \ / / \ /j \ /j \ /j \ / \ / \ / \/ / TO EACH U POU D OF BEN TO ACHEVE OF PANCAKE MIX. i /i ri /i , /i /i%/ / /,/,. &%i i� /,%i //, // el 3' 6" 3' THIS MIX SHOULD BE ADDED TO THE ALREADY MIXED CONCRETE SAND SLURRY. \ ' \ A CHEMGROUT PUMP WOULD WORK NELL FOR THIS. \ � BENTONITE POWDER SHOULD NEVER BE ADDED DIRECTLY TO CONCRETE SAND SLURRY MIXTURE. TO DO SO WILL CAUSE COAGULATION OR LUMPING OF THE \ \ \ \ \, \ \, • \, \"\\\ \ BENTONITE POWDER IN THE CONCRETE SLURRY MIXTURE. \\ '' \\ .\\‘‘. \\ \\ \ \\\\ ' \\ \''' '\ \\ CONFIRM WITH THE CONCRETE SUPPLIER THAT THEY WILL ALLOW BENTONITE \\ \ \ \\ \\ \\ \\ \\ \\ \\ \.\ UTILITY TRENCH DAM (TYP) go TO BE ADDED TO THE MIXER IF A TRANSIT MIX COMPANY SUPPUES THE \ \ \ CONCRETE SAND SLURRY. \ \ \ N.T.S. \\\ , \` \,. , \ .' \\ ' \\ \ \ \\ \\•` \ \\ \\ \\ � \\ \ \ \�\ \_‘'"\\ SOIL CEMENT OPTIONAL SAND LAYER PAD 0 EDGE OF SLAB (NP) 3" MIN. Xi" BEAD OF SIKAFLEX 60 MIL HDPE OR APPROVED la OR ENGINEER/DEO LOCKING SQUARE ENGINEER/DEQ EQUIV. APPROVED EQUIV, VAULT I CONCRETE SLAB CONCRETE SLAB Y4 MINUS SUBGRADE MATERIAL THREADED SAMPLE 8 OZ. GEOTEXTILE PORT ` ° EXTRUSION WELD 4- • n THREADED TEE ' I e e _ `4-9 �— 2 MIN. SAND COURSE ••• 4 ---- PVC < I % \ \j \\j \�j \j \Nj \\j \.' \\j ' \\ - �N� a THREADED SAMPLE / / / / / / / � \ / / / / , , � PORT (DRAIN) j / \ \ \\ \ \ \ / \ \ \\ ` / \ \ / \ \ / \ \ / \\ N _ . r I . . " / / / / / / / / / / / / / / / \ / / \ / / \ / / \ / / \/ A h PVC T HR EADED END CAP c ,7 !'- _ i �i : i 1 ' i _t 6 / / / / / / / SLOT ..;„--\ - it tiI 1-/ , ° .�i i ;.i .i -ri, \ / \ / \ / \ / \ \ / / \ / , ,, / \ \\ \ \\ / \\ / \�\/ \ \ yt SC H. 40 PVC 0.02' , ., .1...‘/1./1./_./- i i f i i i!..7 ' / 1 FOR PIPE CAST IN CONC. WRAP 10' MIN. , / :' .' d ' ,, \„' � � ' i \ � � ' i \ ' �. '21�i WITH PLUMBERS 1 /4 THICK - = - , i „--„,/,, _v _ , _ 1 60 MIL HOPE , i \ \ -\ 5 -s ; - ; 1 ' ° \ ri , a ri - i 1:1 SLOPE MIN. " n STYROFOAM TAPE FROM 2" WIDE •, i, ' \, 1 \, 1 - /, c ° ° • ---,..1.- .,1--- ii - ° y / I _y /i _v „--‘,,..1.-\/,.1.-y,!..-- / i REQ.'S 8 OZ. GEOIEXTILE + /i= ROLLS, OR BUILDING DEPT. • SUB -SLAB METHANE _ — - y� MONITORING PROBES (TYP) , ,, 4 . tit ? - \ 6” MIN. SAND COURSE i t N.T.S. ) ® TYPICAL ELEVATOR/SUMP �� a I N�� PIT DETAIL (TYP) •37oia€ �" N.T.S. _ � I • X 17 ,N 41 0 . %6 ,19` REVISIONS DUDIZE 1. R DATE REMARKS DESIa4ED: T SNIDER HDP S UB -SLAB PASSIVE VENTING SYSTEM 1. TRS 12/02/04 DEQ COMMENTS DATED 12/01/04 R2 DATE 12/02/04 G F DES Bridgeport Villa E� I G NU ? & ASSOCIATES, INC. DRAWN: T. SNYDER DWC H -3 4EET 6 OF-7— TI:m Simi In � CA 92024 Tigard, Oregon 97224 760.442.5147 Fm 760.632.0164 _ CHECKED: DETAILS AND SECTIONS CAD REF. Na , vtsa— H -1 nWw; ii Y4 X 1 )4" STAINLESS STEEL BATTEN PIPE PENETRATION Y4 X 1 Yt" GASKET Y4 X 1)4" STAINLESS 60 MIL HDPE OR APPROVED — CONCRETE PATCH IC AI ALL DEBRIS 60 BEFORE HDPE STEEL BATTEN ENGINEER/DEQ EQUIV. ' X 334 STAINLESS STEEL 4 OvasaT a AP (TYP.) AT ALL BREAKS) I' MIN. )f MIN. SIKAFLEX -2C CINCH TYPE ANCHOR BOLT Y 4 " X 1) GASKET 3' MIN. 0 6" CENTERS EXISTING CONCRETE SLAB r - -1 EXTRUSION WELD 8 OZ. GEOTEXTILE 7\ , 3' MIN. 3' MIN 8 oz. GEOTExTILE 8 OZ. GEOTEXTILE � _ FINAL SUB —GRADE I ' 60 MIL HDPE OR ENGINEER S NW � L. / / ELEVATION //A/\ � � /DEQ APPR EQUIV. — — ' • � \� ‘� \\ \\ , 1 \ '\ \\ �� `� . �' \ \\ 2" MIN. SAND CONCRETE ° , ° 4 COURSE j d ° ° 4 o 4 OVERCUT EXISTING 60 MIL HOPE OR 60 NIL HOPE OR APPROVED SUBGRADE ENGINEER/DEQ APPROVED EQUIV. EXISTING SUBGRADE ENGINEER/DEQ EQUIV. j / \ o od 2" MIN. SAND COURSE 3 O�ERUP /\ . ,.//,‘ /��/�//4.././......, " X 334 STAINLESS STEEL CONCRETE \/ /X // , EXISTING SUBGRADE CINCH TYPE ANCHOR BOLT NOTES: 0 6" CENTERS CONTRACTOR SHALL OVERCUT TRENCHES VERTICAL BATTEN ATTACHMENT FOR IMPROVEMENTS 4" TO ALLOW FOR UTILITY PENETRATIONS (TYP) EXTRUSION WELD OF HDPE PATCH 9 (TYP) ® N.T.S. N.T.S. TYPICAL PATCH DETAIL (TYP) 9 N.T.S. J 04, ® � E r 19701 ' cc s i.; eN - di, ✓ 1611 Os ,,,, 1 ,...... 041 ,_, / TS:: IQ� REVISIONS - D �`� D NO. R DATE REMARKS DESIGNED: T. SNYDER R2 HDPE SUB - SLAB PASSIVE VENTING SYSTEM 1. TRS 12/02/04 DEq COMMENTS DATED 12/01/04 DATE 12/02/04 G Eo ES I G N U & A SSOCIATES, INC. D RAWN: T S NYDER Bridgeport Village Tiard Oregon 97224 0 Z Tigard, g H-4 SHEET OF � 605 Third s"'' End """s CA 92024 DETAILS AND SECTIONS 760.942.5147 Fax 760.632.0164 CHECKED: CAD REF. NO. 3 4 —H -4 nW(; 10/23/03 THU 10:54 FAX 612 656 4529 OPUS A &E 1 002 0pu® OPUS ARCHITECTS & ENGINEERS, INC. A member of The Opus Group 10350 Bren Road West THE OPUS GROUP Minnetonka, MN 55343 A R C H I T E C T S Phone 952 - -4444 CONTRACTORS Fax 952-656-4529 D E V E L O P S Rs OFFICE COPY www.opuscorp.cotu October 22, 2003 Mr. John Stelzenmueller Building Official 18880 SW Martinazzi Avenue OPUS. Tualatin, OR 97062 Fax: (503) 692 -5421 RE: Bridgeport Village (S435130) . T . E A ^ s Request for Alternate Building Code o C R E A T I V S S O L U T I O N S 1953 -2003 Dear Mr. Stelzenmueller: In accordance with Section 104.2.8 of the 2001 Oregon Structural Specialty Code (OSSC), we are requesting an alternate to use the 2003 IBC (no local amendments) in lieu of the above - mentioned current Tualatin Building Code. We are asking for this alternate to use the 2003 IBC for the following reasons: 1. The IBC enables us to have larger allowable areas per building within a IIB construction type (similar to IIN in the UBC). This allows us to meet the floor area ratio required by Tualatin without stepping up to a cost prohibitive construction type. 2. The IBC allows us to have non -rated corridors in our sprinklered retail buildings. The UBC does not give similar sprinkler credit for buildings having retail occupancies. 3. The IBC incorporates by reference the following structural provisions: A. ASC 7 -02 (minimum design loads for buildings and other structures). This is the most current information on loading design available. B. The latest AISC seismic design criteria for steel structures. Using this criteria will result in building designs that perform better seismically, resulting in safer structures than those designed under the 97 UBC. 4. We understand the State of Oregon is proposing to adopt a new code in the fall of 2004. If this project is submitted under the IBC now, all plan reviews for permits after the official adoption of the new code with Oregon amendments, will comply with the new code. All building and tenant improvement plans submitted after the adoption date will have plan reviews and inspections per the most current Oregon Structural Specialty Code. If this meets with your approval, please sign the request below and fax back to me at (952) 656 -4529. Respectfully submitted, OPUS ARCHITECTS & ENGINEERS, INC. igre494.. CAS Steven R. Lipschultz, AIA Associate Manager — Architecture c: Roger Fricke Request approval to use 2003 IBC in lieu of the 2000 OSSC for Bridgeport Village. Approved: �, Date: / °A .7 / 123 / 4ohn Stelzenmue0 COT Building s - cial THE OPUS GROUP: Allentown • Atlanta • Austin • Chicago • Columbus • Dallas • Denver • Detroit • Fort Lauderdale • Houston • Indianapolis • Kansas City • Los Angeles • Milwaukee Minneapolis • Orange County • Orlando • Pensacola • Philadelphia • Phoenix • Portland • Sacramento • San Francisco • San Jose • Seattle • St. Louis • Tampa • Washington. D.C. .rNua "M.11 L . a C..9111e01 a opus 10350 Bren Road West Minnetonka, tonkka, Minnesota 55343 952 - 656-4444 Fax 952 -656-4529 • MEMORANDUM To: Bridgeport Village Team From: Steve Lipschultz Date: December 4, 2003 Re: List of governing codes • The following list of governing codes will be enforced for the Bridgeport Village project, per confirmation today from John Stelzenmueller, Building Official in Tualatin, Oregon. Bldg Code 2003 IBC, no amendments at this time • Mech 2002 OR Mechanical Specialty Code Plumbing 2000 OR Plumbing Specialty Code Electrical 2002 OR Electrical Specialty Code Accessibility 1998 OR Structural Specialty Code with 98,00,01 Amendments, Ch. 11 Energy 1998 OR Structural Specialty Code with 98,00,01 Amendments, Ch. 13 Elevator 2002 ASME A17.1.A ( per Jim Runyun) Fire Code 1999 Oregon Fire Code ( 97 UFC) with Oregon Amendments and TVFR inserts. C:\Documents and SettingslmikeMDesktopl6riefcase1Dumam \Gorrespondencelupus A&E\Codes & Permifting1120403 Governing Codes.doc • 'T r • OPUS ARCHITECTS & ENGINEERS, INC. °PUS® A member o f The Opus Croup • 10350 Bren Road West THE OPUS GROUP Minnetonka, MN 55343 A R C H I T E C T S Phone 952 -656 -4444 C O N T R A C T O R S Fax 952 - 656 -4529 D E V E L O P E R S www.opuscorp.com April 5, 2005 Mr. John Hendry Project Manager Opus Northwest, L.L.C. 1000 SW Broadway, Suite 1130 Portland, OR 97205 Re: Bridgeport Village — Building R2 Tualatin, Oregon Project No. S43.5220 City of Tualatin Permit Number 04 -3448 Dear John: This letter serves to certify that based on the review of Special Structural Inspections and Material Testing reports, performed and prepared by, ACS Testing, along with periodic site visits by representatives of the Structural Engineer of Record, that the required Structural Observations of the above captioned facility have been completed. Based on the above, to the best of our knowledge and belief, the subject project has been constructed in general conformance with the approved Structural Construction Documents. If there are any questions or if additional information is required please do not hesitate to call. Sincerely, OPUS ARCHITECTS & ENGINEERS, INC. // 17/ • David C. Pettit, P.E., S.E. ichael E. Lederle, P.E, S.E. Senior Project Engineer — Structural Senior Director — Engineering A P Cc: Steve Lipschultz N� � � itt : f iAE � +A 1 � 21 * �lflE,lE THE OPUS GROUP: Atlanta • Austin • Chicago • Columbus • Dallas • Denver • Detroit • Fort Lauderdale • Houston • Indianapolis • Kansas City • Los Angeles • Milwaukee '.:inneapolis • Orange County • Orlando • Pensacola • Philadelphia • Phoenix • Portland • Sacramento • San Francisco • Seattle • St. Louis • Tampa • Washington, D.C. RECEIVE so 29 2004 Construction 0W-OR 5rive URAwING REVIEW • 1 E I REVIEWED FOR DESIGN INTENT ONLY. :� - • • OFFICE COPY p MAKE CORRECTIONS NOTED. NO RESUBMISSION REQUIRED. ❑ REVISE & RESUBMIT FOR RECORD. _TT REVIEW BY OPUS OPUS NORTHWEST, SUBMI LL.C. AL IS FOR DESIGN REVIEW INTENT ONLY. SUBCONTRACTOR AND /OR SUPPLIER IS RESPONSIBLE FOR DIMENSIONS, O REVISE & RESUBMIT FOR REVIEW. QUANTITIES AND FULL COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS REVIEW BY OPUS NORTHWEST, LL.0 DOES NOT D NOT ACCEPTED. RESUBMIT FOR REVIEW FR: PROTECTION CONTRACT 'EVE SUBCONTRACTOR AND/OR SUPPLIER OF THE RESPONSIBILITY ■ . BY THE TERMS AND CONDITIONS OF THEIR CONTRACT WITH 13 NO AR TECT / ENGINEER ACTION WREG, , 0 a I NORTHWEST, L.LC. 9 DAM /d' BY ' R/i PUS® � g BY DATE OPUS SUBMITTAL # 2-4c Opus Architects & Engineers DELTA FIRE INC. 14795 SW 72nd AVE. PORTLAND OR 97224 620 -4020 Job Name : BRIDGEPORT BLDG. R2 Building : R2 Location : 7315 SW BRIDGEPORT RQ issuance of a permit based on the plans, specifications, System : 1 and other data shall not prevent the Building )fficial from Contract : 04 -2296 thereafter requiring the correction of errors in said plans, Data File FPBLDGR2.Wx1 specifications and other data, or from preven ing building operations being carried on there under wher in violation GI Y ur I uHLATIIJ of this code or any other ordinances of this junsdiction. RECEIVED See Section 105.3.1 of IBC. NOV 0 3 2004 By d.1V Permit NoD 1 ENGINEERING & BUILDING DEPARTMENT Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE INC. Page 1 BRIDGEPORT BLDG. R2 Date 083104 Hydraulic Design Information Sheet Name - BRIDGEPORT VILLAGE Date - 083104 Location - 7315 SW BRIDGEPORT RD Building - R2 System No. - 1 Contractor - OPUS NW Contract No. - 04 -2296 Calculated By - Drawing No. - FP1 Construction: ( ) Combustible (X) Non - Combustible Ceiling Height - N/A Occupancy - MERCHANTILE S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler /Nozzle Density - 0.2 (X) Wet Make RELIABLE D Area Per Sprinkler - 115.5 ( ) Dry Model G E Elevation at Highest Outlet - 17' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K- Factor 5.62 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.212 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 614.04 Press Required - 48.775 At Test Summary C- Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 54 @ Press - R Residual Press - 50 Elev. - 0 Well Flow - 3000 Proof Flow S Elevation - U P Location - BRIDGEPORT RD. P L Source of Information - TUALATIN Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized Rack ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) DELTA FIRE INC. Page 2 BRIDGEPORT BLDG. R2 Date 083104 City Water Supply: C1 - Static Pressure : 54 PSI C2 - Residual Pressure: 50 PSI C2 - Residual Flow : 3000 GPM 150 D1 - Elevation 6.713 PSI 140 D2 - System Flow 364.04 GPM D2 - System Pressure 48.775 PSI 130 • Hose Adj City) GPM Hose Demand) 250 GPM P 120: D3 - System Demand 614.04 GPM R 110 Safety Margin 5.012 PSI E100_ S 90 S 80 U 70 R 60 C1 C2 E50 D2 0 40 p� 30 20 10 .A1 _ 300 600 900 1200 1500 1800 2100 2400 2700 FLOW N ^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Fittings Summary DELTA FIRE INC. Page 3 BRIDGEPORT BLDG. R2 Date 083104 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd -Vic Elbow 90' Grvd -Vic Elbow J 90' Grvd -Vic Tee K Detector Check Valve L Long Turn Elbow M • Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling /Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow ✓ 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Fittings Summary DELTA FIRE INC. Page 4 BRIDGEPORT BLDG. R2 Date 083104 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 O 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 ✓ 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 • 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 ' H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 ✓ 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD DELTA FIRE INC. Page 5 BRIDGEPORT BLDG. R2 Date 083104 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 26 15.5 5.62 19.1 na 24.56 .2000 98 7.000 25 15.5 5.62 19.29 na 24.68 .2000 98 7.000 23 15.5 5.62 17.95 na 23.81 .2000 115.5 7.000 24 15.5 5.62 18.11 na 23.92 .2000 115.5 7.000 22 15.5 5.62 19.04 na 24,53 .2000 98 7.000 19 15.5 5.62 18.49 na 24.17 .2000 98 7.000 20 15.5 5.62 18.64 na 24.26 .2000 98 7.000 21 15.5 19.41 na 16 15.5 5.62 18.68 na 24.29 .2000 98 7.000 17 15.5 5.62 18.83 na 24.38 .2000 98 7.000 18 15.5 19.6 na 12 15.5 5.62 16.89 na 23.1 .2000 115.5 7.000 13 15.5 5.62 17.05 na 23.2 .2000 115.5 7.000 14 15.5 5.62 17.6 na 23.58 .2000 115.5 7,000 15 15.5 19,2 na 11 15.5 5.62 23.41 na 27.19 .2000 115.5 7.000 1 15,5 5.62 18.44 na 24.14 .2000 98 7.000 2 15.5 5.62 18.59 na 24.23 .2000 98 7.000 3 15.5 19.35 na 4 15.5 20.89 na 5 15.5 20.95 na 6 15.5 21.16 na 7 15.5 22.93 na 8 15.5 23.93 na 9 15.5 31.69 na TOR 14.0 35.45 na 10 0.0 43.19 na HOSE 0.0 48.49 na 250.0 TEST 0.0 48.78 na The maximum velocity is 16.09 and it occurs in the pipe between nodes 15 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Standard DELTA FIRE INC. Page 6 BRIDGEPORT BLDG. R2 Date 083104 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes Point Qt Pf /UL Eqv. Ln. Total Pt Pn 26 24.56 1.728 1T 11.290 7.250 19.097 K Factor = 5.62 to 120 11.290 0.0 21 24.56 0.0167 18.540 0.310 Vel = 3.360 0.0 24.56 19.407 K Factor = 5.58 25 24.68 1.728 1T 11.290 7.250 19.286 K Factor = 5.62 to 120 11.290 0.0 18 24.68 0.0169 18.540 0.313 Vel = 3.376 0.0 24 ..68 19.599 K Factor = 5.57 23 23.81 1.728 10.250 17.949 K Factor = 5.62 to 120 0.0 0.0 24 23.81 0.0158 10.250 0.162 Vel = 3.257 24 23.92 1.728 1T 11.290 7.750 18.111 K Factor = 5.62 to 120 11.290 0.0 15 47.73 0.0572 19.040 1.090 Vel = 6.530 0.0 47.73 _ 19.201 _ K Factor = 10.89 22 24.53 1.728 1T 11.290 7.250 19.045 K Factor = 5.62 to 120 11.290 0.0 3 24.53 0.0167 18.540 0.310 Vel = 3.356 0.0 24.5 19.355 K Factor = 5.58 19 24.17 1.728 9.000 18.495 K Factor = 5.62 to 120 0.0 0.0 20 24.17 0.0162 9.000 0.146 Vel = 3.307 20 24.26 1.728 1T 11.290 1.750 18.641 K Factor = 5.62 to 120 11.290 0.0 21 48.43 0.0588 13.040 0.767 Vel = 6.625 21 24.56 1.728 1T 11.290 1.000 19.407 to 120 11.290 0.0 5 72.99 0.1255 12.290 1.543 Ve1 = 9.985 0.0 72.99 20.950 K Factor = 15.95 16 24.29 1.728 9.000 18.678 K Factor = 5.62 to 120 0.0 0.0 17 24.29 0.0164 9.000 0.148 Vel = 3.323 17 24.38 1.728 1T 11.290 1.750 18.826 K Factor = 5.62 to 120 11.290 0.0 18 48.67 0.0594 13.040 0.774 Vel = 6.658 18 24.68 1.728 1T 11.290 1.000 19.599 to 120 11.290 0.0 6 73.35 0.1267 12.290 1.557 Vel = 10.035 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Final Calculations - Standard DELTA FIRE INC. Page 7 BRIDGEPORT BLDG. R2 Date 083104 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 0.0 73.35 21.156 K Factor = 15.95 12 23.10 1.728 10.250 16.895 K Factor = 5.62 to 120 0.0 0.0 13 23.1 0.0149 10.250 0.153 Vel = 3.160 13 23.20 1.728 10.250 17.048 K Factor = 5.62 to 120 0.0 0.0 14 46.3 0.0540 10.250 0.554 Vel = 6.334 14 23.58 1.728 1T 11.290 2.500 17.602 K Factor = 5.62 to • 120 11.290 0.0 15 69.88 0.1158 13.790 1.597 Vel = 9.560 15 47.73 1.728 1T 11.290 1.000 19.200 to 120 11.290 0.0 7 117.61 0.3035 12.290 3.730 Vel = 16.090 0.0 117.61 22.930 K Factor = 24.56 11 27.19 1.728 2T 11.290 3.500 23.406 K Factor = 5.62 to 120 22.580 0.0 8 27.19 0.0202 26.080 0.527 Vel = 3.720 0.0 27.19 23.933 K Factor = 5.56 1 24.14 1.728 9.000 18.444 K Factor = 5.62 to 120 0.0 0.0 2 24.14 0.0162 9.000 0.146 Vel = 3.302 2 24.23 1.728 1T 11.290 1.750 18.590 K Factor = 5.62 to 120 11.290 0.0 3 48.37 0.0587 13.040 0.765 Vel = 6.617 3 24.52 1.728 1T 11.290 1.000 19.354 to 120 11.290 0.0 4 _ 72.89 0.1252 12.290 1.539 Vel = 9.972 4 0.0 3.314 10.870 20.894 to 120 0.0 0.0 5 72.89 0.0052 10.870 0.057 Vel = 2.711 5 73.00 3.314 10.870 20.951 to 120 0.0 0.0 6 145.89 0.0190 10.870 0.206 Vel = 5.426 6 73.35 3.314 2E 10.191 23.620 21.157 to 120 20.383 0.0 7 219.24 0.0403 44.003 1.773 Vel = 8.155 7 117.61 3.314 11.250 22.930 to 120 0.0 0.0 8 336.85 0.0892 11.250 1.003 Vel = 12.529 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Standard DELTA FIRE INC. Page 8 BRIDGEPORT BLDG. R2 Date 083104 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 8 27.19 3.314 75.370 23.933 to 120 0.0 0.0 9 364.04 0.1030 75.370 7.760 Vel = 13.540 9 0.0 4.31 1E 13.937 66.620 31.693 to 120 1T 27.874 41.811 0.650 TOR 364.04 0.0286 108.431 3.105 Vel = 8.005 TOR 0.0 4.31 1E 13.937 14.000 35.448 to 120 1B 16.724 44.598 6.063 10 364.04 0.0286 1Z 13.937 58.598 1.678 Vel = 8.005 10 0.0 6.16 2E 20.084 40.000 43.189 to 140 40.168 5.000 Fixed loss = 5 HOSE 364.04 0.0038 80.168 0.303 Vel = 3.919 HOSE 250.00 8.27 1G 5.990 100.000 48.492 Qa = 250.00 to 140 1F 13.478 19.468 0.0 TEST 614.04 0.0024 119.468 0.283 Vel = 3.668 .0 614.04 48.775 K Factor = 87.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 . . . . D E LTL 14795 S.W. 72ND AVENUE PCRTLAND, OR 97224 FIRE, INC. 503- 620 - • FAX 503 - 620 -1058 CCB# 64174 RECEIVED SEP 2 9 2004 Construction Opus NW- OR B ridgeport Village .- DATA SUBMITTAL FOR OrF1 rt -- -- - FIRE P CTION SYSTEM L.0,,,,- -..................,..........4 OPUS SUBMITTAL REVIEW I UMW& ocsolusampagmt REVIEW BY OPUS NORTHWEST. ll.C. IS FOR DESIGN INTENT ONLY SUBCONTRACTOR ANDIOR SUPPLIER IS RESPONSIBLE FOR memos. El i QUANTITIES AND FULL COMPLIANCE WITH THE REQUIREMENTS OF THE CONT RACT DOCUMENTS REVIEW BY OPUS NORTHWEST, L.L.C. DOES NOT NO NM RELIEVE SUBCONTRACTOR ANDIOR SUPPLIER OF THE RESiITY REQUIRED BY THE TERMS AND CONDITIONS OF THEIR CONTRACT NTH 0 INVIII6 11$11111110111C011111, OPUS NORTHWEST, L.LC. C3 oi WM. bd Mtt ACCIPMO, 11111111OFFOINNOW 8Y DATE ` 0 t i ,. I OPUS SUBMITTAL R 245 iv- au - - ei dfAlkST FIRE, Ii 1C. le ' ii. M v 26 7 me issuance of a permit based on the plans, specifications, Dw vne laggithiIedata shall not prevent the Building Official from l _ Opus ATCfihsCts & Ibiglessis 4_22tyeafter requiring the correction of errors in said plans, CITY OF TUALATIN specifications and other data, or from preventing building RECEIVED operations being carried on there under when in violation of this code or any other ordinances of this jurisdiction. NOV 0 3 2 004 See Section 105.3.1 of IBC. ENGINEERING & By Permit No. ,p -/ -3f Ve BUILDING DEPARTMENT FIRE PROTECTION ONTRACTORS Bridgeport Village May 26, 2004 Page 2 of 3 TABLE OF CONTENTS Pipe & Fittings Black Schedule 40 DvnaFlow CIS Fittings Victaulic Firelock Coupling Fig #005 Victaulic Couplings Fig. #75 Victaulic Firelock Oudet Tee (Snaplet) Fig. #922 Victaulic Concentric Reducers #50 Hangers Tolco Pipe Ring Hangers Fig. #2 Tolco EQ Clamp Fig. #4A Tolco Retainer Strap Fig. #69 Tolco C -Type Clamp Fig. #6.5 Hilti Kwick Bolt Stud Anchor II Sprinkler Heads Reliable Model Fl "z" 155 Degree Chrome Pendent Reliable Model G " 2" 212 Degree Brass Upright Reliable Model F3 ', 212 Degree Chrome Pendent Sprinkler Valves Victaulic Butterfly Valve Fig. #705 -W Victaulic Firelock Check Valve Fig. #717 Warts Ball Valves 4' Ames Model Colt 300 Backflow Preventer Switches & Bells Potter Flow Switch Fig. #VSR -F Potter Electric Bell with Backing Box Pipe and Fittings Pipe Specification A795 comparative specification data Specification IA795 \PS '/2 -- 10" Scnecuie 10 ana Scnecuie 40 Scope 'Covers searr:ess ana .vetcea olack ana not -aroped galvanized e nominal wail pipe. For oolong, tient:mg, flanging and rs suitable far .veidina. ;ice orcered for this saecfrcatton is intencea for use in free orotecton system. Kings of Steel Open•nearin Basic-oxygen Permitted For Electric - furnace For Pioe Matenal Hot- Dipped Se stanoares far ocating of pipe with zinc rnsiae aria outslde oy the not -upped process. Weignt of coating must not Galvanizing average less :nan '.8 oz per square foot and not less than 1 6 oer square ft. Permissible Vanations The minimum wail thickness at any point snail not vary oy more than 12.5% unaer the nominal wall thickness. in Wall Thickness Chemical gran x'.4 ri max " P ma: °u 111=1 Requirements Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grace 8 0.30 1.20 0.05 0.06 Furnace weld Pioe Tvoe F — — 0.08 0.08 NOE 8 Hyarostaoc:nsoecton test pressures for plain end and threaceo are speufiee. Hydrostatic pressure shall be maintained Hydrostatic for not less than 5 seconds for all sizes of seamless and electric resistance weld pipe Non destructive electric test Testing in accordance with practices E 213 or E 309 for the larger sizes. Pressure is maintained for not less than 5 seconds. Permissible Variations I Plus or minus 5% in Weights per Foot Permissible Outslde diameter at any point snail not vary from stanaaro specified more than - Vanations in For NIPS 1 1/2 and Smaller Sizes For NP5 2 and Lamer Sizel Outside Diameter 'r64" over 'r22 under '% o aver t °; under Numoer of I Flattening - - ests are to oe penormea on electnc- resistance welded aloe. aria furnace welded pipe. Tests Required Lengths I Unless soecrieo. :ice snail be rumrsnea on single rancour .enoths or • 6 to 22 ft. Required Markings 'Roiled Siamcea or Stenctea Mfgrs. oouonl on Each Length Name or brand or the manufacturer. (On Tags attached to Elecnc- resistance weidea A. electric- resistance welded B. Seamless A. Seamless 8. each Bundle in case Grace A or 9 for type E or S aloe, wail thickness schedule ASTM A795. the letters NH if not hydrostatically tested. of Bundled Pioei The length or oioe. General Ena finisn may oe plain end beveled or plain end square cut. Information • i Standards and Specifications GnCltlell DIMENSIONS MATERIAL GALVAN N - PRESSURE FEnEaa, THREAD _12M T 4 M.I. F tunas Cass 150 ANSI 818.3 ASTM A -197 ASTM A -153 Cass 300 ANSI 916.3 ANSI 8.1.20.1+ ANSI 816.3 WW -P -521 ASTM A -197 ASTM A-153 ANSI 8.1.20.1+ ANSC816.3 Mi. Unant Cass 150 ANSI 816.39 ASTM A -197 ASTM A-153 Cass 250 ANSI 818.39 ANSI 8.110.1+ ANSI 818.39 WW.U_531 AST11A A-197 ASTM A -153 ANSI 8.1.20.1+ ANSI 818.39 VWWU -531 Cass 300 ANSI 818.39 ASTM A-197 ASTM A -153 ANSI 8.110.1+ ANSI 816.39 WW-U-531 Cast !roc Threaded Rtinal Cass 125 ANSI 918.4 ASTM A- 126(A) AST A-153 Class 250 ANSI 818.4 ASTM A- 126(A) ASNI 8.120.1+ ANSI 816.4 WW-P-501 " ATM A-153 ASNI 8.1.20.1+ ANSI 816.4 WW-P-501 C.I. P'uas and Sushtnal ANSI 818.14 ASTM A- 128(A) ASTM A-153 ANSI 5.110.1+ ANSI 816.4 VWKp -471 C.1. Dramaae Threaded F1!lnai ANSI 818.12 ASTM A- 126(A) ASTM A -153 ANSI 8.1.20.1+ ANSI 516.12 C I Mandel and Flanged Fithas Cass 125(1" -12') ANSI 818.1 ASTM A- 126(A) or (8) ASTM A-153 ANSI 8.120.1+ ANSI 816.1 ANSI 816.1 Cass 12(14' -Up) ANSI 816.1 ASTM A- 126(8) ASTM A -153 ANSI 5.1.20.1+ ANSI 818.1 ANSI 818.1 C 250(1' -12") ANSI 818.1 ASTM A- 128(A) or (8) ASTM A -153 ANSI 81.20.1+ ANSI 916.1 ANSI 816.1 Cass 250(14' -Up) ANSI 518.1 ASTM A- 128(8) ASTM A -153 ANSI 81.20.1+ ANSI 818.1 ANSI 816.1 Forced Steel Threaded P"dtlnal Cass 2000. 3000. 5000 ANSI 816.1 ASTM A -105 ANSI 8.110.1+ ANSI 18.11 AST1M A -182 ASTM A -350 ?foe Niacles ASTM A-733 Steel Pbe Welded ASTM A-53 Type F or Type E Seamless(Hign Temp.) AST1M A-108 Gr. a Brass ASTM 5-4,3 The Standard • •ANSI 8110.1 was ANSI 82.1 • 1 Dyna-Flow® Pipe High Strength Steel The original high - strength lightwall sprinkler pipe with hydraulics superior to Schedule -10. Dyna-Flow pipe is the "original" high- Specifications strength :ightwall sprinkler pipe. Dyna- Flow has outstanding hydraulic NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wtltift (21') Miff (24') Wtllift (25') capabilities and is recognized as the In mm In: mm LbsiFt: Kg /m LbsiFt: Kgim Lift Lbs: Kg Lbs: Kg Lbs: Kg most popular alternative to Schedule -l0 1' 1.191 0.830 1.31 91 1,586 1,812 1.388 pipe. Lightweight, easy to cut and easy 25 30.3 1.2 1.95 91 719 822 856 to handle for installation. Dyna -Flow is a 1' /a 1.536 1.059 1.87 61 1,356 1,550 1,615 valuable addition to any tire protection 32 39.0 1.6 2.78 61 615 703 733 system. 1' 1.728 1.667 2.71 61 2,135 2,440 2,542 Superior Hydraulics 40 43.9 2.5 4.03 61 968 1107 1153 2' 2.203 2.104 3.79 37 1,634 1,868 1,946 With an inside diameter of up to 11% 50 56.0 3.1 5.64 37 741 847 883 larger than Schedule -40 and up to 7% 2W 2.703 2.564 5.10 30 1,615 1,846 1,923 larger than Schedule -10, Dyna -Flow 65 68.7 3.8 7.59 30 733 837 872 pipe hydraulics are exceptional. Larger 3' 3.314 3.387 7.18 19 1,351 1,544 1,608 [.D.s enable Dyna -Flow, and related 80 84.2 5.0 10.69 19 613 700 729 components, to be down -sized within the 4• 4.310 4.473 10.86 19 1,784 2,039 2,124 system. thus increasing the potential for 90 109.5 6.7 16.16 19 809 925 963 job cost savings. For complete Hazen - Williams charts, refer to "Dyna - Flow Hydraulic Data Tables." Coatings & Fabrication Specifications & Approvals Additional Benefits Dyna -Flow products are coated with Dyna- FlowiSuper Flo pipe is manufac- • Lightweight and easy to install, an environmentally approved and tured to meet ASTM A -795 Type E. resulting in more efficient use of your specially formulated modified- acrylic or Grade A and is in compliance with freight and labor dollars. water -based coating. This durable coating NFPA -13 and NFPA -14. All sizes of is paintable. The black coating acts as Dyna Flow /Super Flo are UL Listed, FM •Provides stability needed to comply an excellent primer and is resistant to Approved and ULC Listed. with standard hanger spacing weathering and U.V. degradation from (15 ft O.C.) per NFPA. outdoor storage. ® ® 410 • Available in Standard lengths for your Metallurgical properties provide excellent convenience, or can be ordered in P P s Listed Approved Listed custom lengths upon approval. fabrication characteristics for end prep Dyna- Flow /Super Flo is UL /ULC Listed finishes. welding and roll grooving. for use with roll grooved, plain -end • Fast cutting and welding, as well as There is no special process or equipment couplings, and welded joints for wet, dry, easy roll grooving and end preparation. needed for fabrication and installation. preaction and deluge systems. It is FM The internal surface of all black Allied • Available in Factory roll grooved form Approved for roll grooved, plain -end, and for quicker shop turnaround. Tube & Conduit Fire Sprinkler pipe welded joints for wet systems. Refer to products up to 4.5000" in diameter is appropriate documentation for up -to -date • Clean, durable mill coating provides coated with our new Antibacterial listing and approval information. Dyna- longer "shelf life" and acts as an Formula. "ABF ". In scientific laboratory Flow/Super Flo is now available "hot- excellent primer for custom paint test, ABS proved to have superior dip" galvanized and has been specifically applications. resistance to microbial colonization of approved by FM for dry systems uses. . pipe walls. thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. t Ca ,l 16100 S. Lathrop • Harvey, IL 60426 Customer Service: (� Flow Control allied 800 7 ` .. 1 � `J 11350 Norcom Rd. •Philadelphia, PA 19154 ( ) 882 -5543 TUBE & CONouir 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S2 -3 IPS CARBON STEEL PIPE FIRE PROTECTION PRODUCTS 1.42 iCt IUli Style 005 An is i 9001 certified company V asket System FireLock Rigid Coupling with Vic- PlusT" Gasket System PRODUCT DESCRIPTION ireLockTM Style 005 rigid Sprinkler Systems. Angle- ONLY on tire protection coupling has a unique, pat- pad design permits assem- systems. ented angle -pad design bly by removing one nut/ I. which allows the housings bolt and swinging the Vic -Plus Gasket System: to offset while clamping the housing over the gasket. Victaulic now offers a gas grooves. By permitting the This reduces components ket system which requires o housings to slide on the to handle during assembly; no field 1 rication. The angled bolt pads, rigidity is speeds and eases stalla- Vic Plus' System (patent in obtained. tion on pipe grooved to pending) dry, clean, and non - toxic. It reduces • Pat ntea The FireLock couplings Victaulic specifications. assembly time substantially - provide rigidity for valve Style 005 FireLock cou- and eliminates the mess r" :jam, .. connections, fire mains and plings with the Vic- and chance of � 'll . long straight runs. Support Plus' Gasket System over - lubrication. and hanging requirements are designed and rec- 4 . correspond to rIFPA 13 / / g ......... otmmended for use �� I D 1f�1II VdS ,1 E /� �' I v § L. and �vaS Approved. \� / see notes on cage 2. +o ae -+o DIMENSIONS SIZE Max. Max. Allow. Dimensions • Nominal Work. End Pips End a Bolt/Nut Inches/mm Apnr. Inches Press. § Load Sep. 1' No. - Size Wgt. Ea. v - ' actudlTm PSI•fkP, Lbs.' /Y In./mm Inches/rem X Y Z LbsJkq Ma. 11/4 350 755 I 3 I 2.75 4.50 1.88 1.2 • ` -_ � 2 - r ' X i h 350 990 0.05 2 - 34 x 2 3 4.75 1.88 1.2 `� v sir 2 350 1550 0.0 I 2 .3L X 2h 3.50 5.25 1.88 1.6 Rated for wet arc :ry sprinkler 21/2 ( 350 2270 I 0.07 t 400 5.75 1.88 1.9 systerrs at 350 PSI (2413 kPa) for 2 - 3S X 2' 11/4 - 4' ,42.4 - :14 3 min) sizes 350 2475 0.07 4.13 5.75 1.88 1.9 and 300 PSI ;2093 kPar for 4' /a - 76.1 mm 44 2 - X 2' 8' (108.0 - 219.1 min/ sizes: 3 350 3365 0.07 4.63 6.13 1.88 2.1 2 - 3S X 2'h Schedule I3 :03 grooved or Y; - :4 Schedule 40 r. it roll grooved 4 350 5565 0.16 5.75 ' 7.25 2.13 3.1 steel pipe. Sire 005 is rigid and 2 - 3S X 21/2 toes not actor- ^cdate eapan , 08.0 mm 300 4255 0.16 I , 5.63 7.25 2.13 71 ti • - 3.1 snort, contraction x angular 2 - 3y x 2 h - detlect:on. 5 300 7 0.16 2 , x 234 6.88 9_00 2.13 4.5 300 6495 3.1 6 6.63 9.00 2.13 4.5 1 33.0 mm 2 -'Ax2% ; 39.7 mm 300 7125 0.16 6.88 9.00 2.13 4.8 '1 2- X2% 6 300 10340 ' 0.16 8.00 10.00 2.13 5.0 I/2 2- 'x23'a 159.0 mm 300 9200 I 0.16 2 _3L x 11/4 7.63 10.00 2.13 5.5 '65.1 mm 300 9955 I 0 8. t 5 10.00 2.13 5.5 1 1 2 - 'h X 231 - d 300 I 1 7525 I 0.19 2 - % X 4'A 10.50 13.13 2.63 11.3 • 0 § r Refer to notes on page 2. victautic' wcric `ieaccuarters • P.O. Box 31. Easton. PA 18044 -0031 • 4901 Kesslersvtlle Rd., Easton, PA 18040.1- 800 -PICK VIC • FAX: 610/250 - 8817 • %WAY .vidaulic.com ISM e, E •490 0 Wgtsano Trademark of Vctau c 0 eecYn9ti 1999 V.ctrrtc Para in USA MATERIAL SPECIFICATIONS Housing: ;Ductile ion conform - Inc. and Approved by Factory Bolts/Nuts: Heat treated car- ing to ASTM A-395. grade 65- Mutual Research for wet and bon steel. zinc electroplated to 45 -15. and ASTM A -536. grade dry (oil free au) sprinkler ser- ASTM 3 -633; Track head bolt 65- 45 -12. `ices up to the rated working zonformrng to ASTM A -I83 Housing Coating: Orange pressure using the Grade "E" minimum tensile 110.000 PSI enan:ei Type A Vic -Plus Gasket (758340 kPa): Flanged hex nut 'D Optional: Hot dipped galva- System. requiring no 5eld conforming to ASTM A -563, hued lubrication. Grade A. Gasket: For dry services. Victaulic 7 Standard gasket and FlushSeal gasket Grade "E" EPDM - Type A continues to recommend the approved for dry pipe systems to — 40•F — 40•C). Supplemental lubricant is rec- Vic -Plus Gasket System t use of Grace "E" Type A ommenaeo for services installed at or ;Violet color code,. FireLock F!ushSeal Vic-Plus Gasket continuously operating below 0•F products have been Listed by System. Contact Victaulic for ;- ta•C). Victauhc continues :o reccm- Underwriters Laboratories details. mend :tie use of FlushSeal gaskets . "or cry services. The information provided below is based on the latest listing and approval data at the time of publication. Listings /Approvals are subject to change and/or additions by the approvals agencies. Contact Victauiic for performance on other pipe and the latest listings and approvals. iadz - vl Rated Working Pressure I Rated Working Pressure Pipe Size Pipe Size - Schedule I Inches UL ULC FM Schedule Inches UL ULC FM 5 I 11/4 - 3 I 175 I 175 175 I 4 I 300 I 300 300 EZ 1'/. - 4 350 350 I 350 6 175 I 175 175 10. 40 5 - d I 300 300 300 SF I 1 4 300 300 300 BLT ( 11/4 - 2 300 I 300 ( 300 I Super 40 11/4 - 2 300 300 300 11/4 - 4 300 I 300 I 300 I TL t' /4 - 2 I 300 300 I 300 CF 6 175 175 175 WLS 11/4 - 2 I 300 300 I 300 DT I 11/4 - 2 300 I 300 I 300 I XL/XL-II 11/4 - 3 I 300 300 300 EL I 11/4 - 2 I 300 I 300 I 300 NOTES: • 5 refers to Liscec/Approved EL refers to Listed/Approved Super 40/ XL refers to Listed/ Schedule 5 steel sprinkler pipe. _ddylite steel sprinkler pipe Approved Super 40 or Super XL 10 refers to Lsted/Approved manufactured by Buil Moose Tube steel sprinkler pipe manufactured Schedule 10 steel sprinkler pipe. Co. by Allied Tube and Conduit 'EZ refers to Listed/Approved Corporation. 40 raters to Lsted/Approved EZ -Flow steel sprinkler pipe `AILS refers to Listed/Approved • Schedule 40 steel sprinkler pipe. manutact red by Northwest Pipe steel sprinkler pipe manufactured BLT refers to Listed/Approved 3c Casing Co. by Wheatland Tube Company. steel sprinkler pipe manufactured SF refers to Lsted/A by American Tube Company PProved U../ . iI refers to Listed/Approved Super -Flo steel sprinkler pipe ;Q. or XL.3 steel sprinkler pipe OF refers to Lsted/Approved manufactured by Allied Tube and manufactured by Allied Tube and Dyna -Flow steel sprinkler pipe Conduit Corporation. Conduit Corporation. manufactured by American Tube SL refers to Lstea/A Company pproved steel sprinkler pipe manufactured by DT refers to Lsted/ApprovedDyna Western Tube and Conduit Thread steel sprinkler pipe Corporation. manufactured by American Tube Company NOTES • Working Pressure and End Load are total. from all internal aria external loads. based cn standard weignt (ANSI) steel pipe. standard roll or cut grooved in acCar• dance with Victaulic specifications. Contact Victaulic tar performance on otner pipe. WARNING. FOR ONE TIME FIELD TEST ONLY, the Maximum ,;oint Working Pressure may be increased to 11/2 times the figures Shawn t For field installation only FireLock Style 005 couplings are essentially rigid and co riot accommodate expansion /contraction O Number of bolts reouued equals number of housing segments. Mein thread size bolts are available (color cooed gold) tor all coupling sizes Loon request. Contact Victaulic for details. § Style 005 couplings are VCS and LPC Approved to 12 Bar (175 PSI) WARNING. Piping systems must always be 0eoressunzed and drained belore attempting disassemoly and removal of any Victaulic piping products. This product sou be menufaetiea or victauiic Company AN products snail oe inseams in accordance wan current Vietfuke netaeatarvusemdy ahstruCtidns. Victalrc reserves the 'torn to change product soecaicanons. designs and stanoa a eouioment without nonce and wanout axlrmg obligations. • 10.90 - 2 IPS CARBON STEEL PIPE - GROOVED COUPLINGS : 1nCTAUUC• 6 AN ISO 9001 cEPI FED cO PANr Style 75 Coupling PRODUCT DESCRIPTION Style 75 is available wnere moderate cressures are expected or welgnt considerations are a factor. Up to --.. 50% ;ignter In welgnt than the Style 77, the Style 75 couplings recommended for service up to 500 psi (3450 kPal depending on size. Housings are cast :n two identical pieces In all sizes. Hot -dip galvanized and spec:al coatings are availacle for all sizes. • ikr7:. I ® U L C FM SN Victary.0 puoscaem 10.01 !or mows. ji wl i Exaggerated for clarity DIMENSIONS ..._- y _., Z'" Max. Max. Allow. I Donut. Fr. 0 Ineh m ensions Apra. Pipe SW Wont End Pipe Bolt/Nut `Mgt Fie as 1 'rg I Nominal Actual Pm. Load End 1 Per Pipe No. - Size Each Diameter Out Die. PSI LDe.• Sep. Cplg. IRJFt- Inches Lbs. I , AIM InJmm InJmm kP■ N InJmm Deg. maim mm X Y Z kg 7 1 1 315 500 I 580 I 0 I 2.38 4.27 1.77 1.3 Nil 33.4 3450 3025 I 0 - 0.06 0 • '.6 12' - 43' 48 2 - 1/ e x 2 61 108 45 0.6 IV, 1 660 500 :080 ' 0 - 0.06 I 1 0.45 2 - X 2 2.68 I 4.61 1.77 1-4 32 42.2 3450 4605 I 0 - 1 s 2• - 10' I 38 e 58 117 45 0.6 17, 1.900 500 1 420 0 - 0 06 I 4.82 1.77 1.5 40 48.3 i 3450 5320 I 3- :.6 1 - 56 33 2 • li X 2 74 1 22 45 0.6 2 2.375 500 2.215 0 - 0.06 0.32 3.43 5.22 1.88 1.7 :0 60.3 I 3450 1860 10.' 6 I T•- ]1' I 26 2. Ye X 2 37 133 I 48 I 0.a 2'!, 2.875 500 3.245 1 0. 4.06 I t t 5 ' I 0.26 I 3.88 5.68 I 1.88 1.9 55 73.0 3450 '4 J • ' 6 12 2 r e X 2 98 U4 48 0.9 76.1 mm 3.000 500 I 3.535 I 0 - 0.061 4.00 5.90 1 88 1.9 75.1 3450 '5730 0.16 1' -1 72 0.26 2.1 /e X2 7 02 I 1 50 48 I 0.9 3 3.500 500 4.800 0 _ 0.06 0 22 4.50 7 00 1.88 2.9 83 38.9 3450 21360 I 0.16 1 • -2 " I •6 2 •' /=X2 /, 114 178 48 1.3 3'/2 4 000 500 6.300 I 0 - 0.06 0.19 5.00 7 50 1.88 2.9 90 1 01 6 3450 28035 0 - 1.6 0 • - 54 ' 2 -' /r X Pl, .6 127 191 48 1.3 4 4 500 I 500 7 950 0. 0.13 I 0 34 5.80 '' 8.03 2.13 I 4.1 AO 114 . 3 3450 35380 i 0 - 3.2 1 - 36 28 2 • 'I, x 211, 1 204 54 1.9 108.0 mm 4 250 I 450 5.380 1 0. 0.13 I 0.35 5.55 17 79 2.13 I 3.7 '08.0 i 3700 _ ! 3 • 3.2 r - J1' 39 2 12 X 70.0 141 198 54 1 .7 49 h 5000 450 3.320 0.013 025 6.13 9.43 2.13 5.5 '20 I 7 27 0 � 7100 I 39250 I 0 • 3.2 I 1 • - 26' Zt 2 • S he X 3'! • 56 . 240 54 2.5 5 5 563 450 10.935 0 - 0.13 0.27 6.88 10.07 2.13 5.8 •25 141 3 3100 I 48660 I 0 • 3.2 1 - 18' I Z3 2 • '/ X 3'l, I 175 256 54 2.6 1 JJ.O mm 1 5 450 9.735 1 0 • 0.13 I 1 • - 21, 0.28 I 2 . 16 X 82.5 6.55 9.37 2.13 6.0 I :33.0 atop 43325 0 • 3.2 N `66 238 54 2.7 139.7 mm I 5.`579.0 7 I 450 1 1 0 . 6 6 5 I 0 - 0.13 1 • - 18 , 0.28 2 - She X 3 1, 6.80 9.59 2.13 I 6.3 3100 47460 2.9 152.4 mm I 6 450 12.735 1 0 • 0.13 1 1 • - 12 0.21 I 2 1, V 7 38 10.48 1 88 6.2 1 52.4 3100 56670 I 0 • 3.2 I • • . e X 3 ! 187 266 48 2.8 6 1 0 625 450 15.525 10.0.13 I 0.23 I 8.00 11.07 2.13 7.0 '50 ' 68.3 3100 59085 I 7 . 3.2 ■ 1 - 5 I '8 I 2 - Sl X 37 203 281 54 3 Teems continued on page 2 • 8 Raley w nae5 on page Z. I REGISTERED of TRFOEMA OF VICTAU CA 11C - 0 PYRIG T 2® 83 VICTAWC - PRNT V1 USA we REV F 'haaull° C3m03r y of AmenG3 • Phone: 1.400•Picx-viC (1.300. 742.5842) • rar: 610.250.8817 • e-mau Olcsvlclov1a31111C.c0m Vla3t111C COnOaiy 01 Canada • PIOne: 905-884-7444 • Fax 905.684.9774 • e -mao: vICWrlaclatPe a3uliC.con1 vlaallllc fume • Phone:32.9. 381-1500 • Fax: 32- 9- 380.4438 • �•mae vlcnlroecvKS3uuc.Ze ' �� '' Ce vlaauec Amermica Lona • Ph one: 610.559.3300 • Tu: 610 - 559 -3608 • e -mall ntalwvlctaunc.mn vacuum Asia Pacific • Phone: 656235.3035 • Far: 65- 6235-0535 • e -mad vcaorOvldaullc.com DIMENSIONS - r -» l z ~» aloe Size I Mm Max. Allow. Deflect Fr, a Dlmenalons I Apra I� Work End Pipe G t Bolt/Nut IncheNmfllIrnetere Wqh pee 1 Nominal Actual Pres. Load atl End t Per Pipe No.- SW Each vim Obmner I Out. OIL PSI' I Lbs S. Cole 1eJFt I IneInches 1 In3mm . InJmm kPe N Injmm Deg mnvm mm X Y Z kg 1111441 IN 159 0 'nm 1 5 .250 450 1 13.800 0. 0.13 0.24 I I o3 I 10.49 2.13 6.8 • '59.0 7100 51 405 0 - 3.2 - 9' _0 2 - 16 x 32.5 '94 266 54 3.1 165 1 ^m ' 3.500 450 14 940 0.013 , - , 0 23 I ; 34 I 30.66 I 2.06 7 2 3 56483 0. 3.2 •9 2 -'le X 3'l, I '99 271 52 3.3 ?03.2 mms I 30 00 450 22.535 0 - 0.13 0• - 54 , I 0.16 I 2 - 3 /, X 44, I 3.72 13.33 2.31 12.6 3 3100 '00725 3.3.2 '3 247 339 58 5.7 3 I 3 6 i 450 1 26 0 0.13 0 , - 50' I 0 I 2 • 3 /, X 44, 10.34 13.97 2.32 12.4 a 263 355 59 5.6 254 0 •..m• I 10 5 2 0 0. 254 0.00 0 2 0 22375 7 500 0 0- .3.2 .13 1 0' - 43' I 1 15 I 2 -' /1 X 5'17 I 309 12.36 15.81 402 64 2.53 9.4 20.8 I 304 8 mmr 12.000 350 39.500 0 .0.13 0 , - 36' 0.13 2 - rle X 5' /= 14.16 17.69 2.53 23.6 304 8 2400 :75775 0. 3.2 9 360 449 64 1 0.7 4 Style 74 Ccupungs 'TO Refer to notes below. MATERIAL SPECIFICATIONS Housing: Ductile Iron conforming to ASTM A -536, grade 55- 45 -12. Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others. Gasket: (specify choice')t • Grade "E" EPDM EPDM (Green color code). Temperature range -30'F to -230'F ( -34'C to - 110'C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold -86'F (1-30'C) and hot -180'F ( -82'C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nltrne (Orange color code). Temperature range -20'F to -180'F ( -29'C to - 82'C). Recommended for petroleum products, air with oil vapors. vegetable and mineral oils within the specified temperature range: except hot. dry air over -140'F ( -60'C) and water over -150'F (- 66'C). NOT RECOMMEND- ED FCR HOT WATER SERVICES. 'Services listed are General Service Recommendations only. It should be noted that there are services for wnlch :here gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Seiec :ion Guide fcr specific gasket service recommendations and for a listing of services which are not recommended. *Supplemental lubricant is recommended for services installed at or continuously operating below 0'F (-18'C l. Bolts/Nuts: Heat treated carbon steel. zinc plated to ASTM B -633, track -head conforming to physical properties of ASTM A -183 minimum tensile 110.000 psi (758340 kPa). NOTES • waling Pressure and Ena Load are total. from all 'eternal and external loads. bases on standard weight (ANSI) steel pipe. standard roll or cut grooves in accordance with Victaulic specifications. Contact Victaulie for penormance on caner pipe. WARNING. FOR ONE TIME FIELD TEST ONLY. :he Maximum Joint Woreing Pressure may be increased to 1' /t times the figures shown r Allawaole Pipe End Separation and Deflection figures snow Inc maximum nominal range of movement available at each joint for standard roll grooved Dice. Figures tar standard cut grooved pipe may be (mated rnese figures are maximums. for design and installation purposes mese figures should be reduced by. 50% for 3 1, • 3'/:' (20 • 90 mml: 25% (or 4' (100 mml and larger e► Number of boas reputed equals number of housing segments Metric thread size bons are available (color cooed goial for all coupling sizes upon request Contact Victaulic for detaes. WARNING Depressurize and drain the Piping system before attempting to install. remove. or adjust any Victaulic piping products. This product snit be manufacturer, by 4CtJuliC Camoanv all products snail be installed in accordance with current victauhc instauationrassembly instructions. Victautic reserves trio right to cnanqc product sdecmcatians. designs end stanaara equipment without notice aria wnnout incumng obligations. 2 Style 75 Coupling IPS CARBON STEEL PIPE 1 l�it� u 1 [i HOLE CUT PRODUCTS 1 ■52 Style 922 FireLock' Outlet -T PRODUCT DESCRIPTION The Style 922 Outlet -T pro- Vds/FM approved for Style 922 is suitable for use vides a convenient method branch connections on wet on standard, lightwali, li g* of incorporating 1/2. 3/4, and and dry systems. Schedule 5 and other spe- 1' (15, 20 and 25 mm) out cialty pipes.' It is supplied lets for directly connecting locating collar engages Schedule a clear, rust inhibitive sprinkler heads, drop nip pies, sprigs, into the hole prepared in coating. Contact Victaulic s, au es. drams the pipe. When tightened, g gauges. for other optional coatings. �� and other outlet products. the assembly compresses Available for I' /a through the gasket onto the OD of - Consult Section 10.01 for specific UL (1,10 A vat VdS hsnngs/acprovars. 2'/2' (32 to 65 mm) piping the pipe. Style 922 Outlet -T 1 systems, Style 922 outlets is rated to 175 psi (1200 Sao Vletaric are UL/ULC Listed, LPC, kPa) for fire protection sys- puea.dn r d ro.uile t0.o1 L p ° C terns. H_____y_i r_z_..1 .......... DIMENSIONS I i_ T -,,,...._,.....„ W g • Nominal Size inches/mm Required Dimensions - inches/1m Approx. Run F PBr Branch Hole Size Saw r V W I Y Z We ibs/k q Each /. X ', 134. I 1.30 1.83 [ 1.10 3.87 2.56 1.0 • z I 5 :, t' /. x 3/4 I t Y i a I 1.28 1 . , .8 3 1 . 1 0 3.87 2.56 1 114 X 1 13/4. I 1.52 2.18 1.10 I 3.87 2.56 1.2 1'h X '.4 1 1 42 1 95 1.22 4 C8 2.56 1.2 1% X Y 135. 1.40 I 1.95 1.22 I 4 08 1 2.56 1.2 11/2 X 1 135. 1.64 2.30 I 1.22 I 4.08 2.56 1.3 :< 2 X ' I 1;i. I 1.66 2.19 1.46 4.60 2.56 1,3 • 2 X Y. 13n. I 1.64 ` 2.19 1.46 4.60 I 2.56 1.4 I 2 X 1 13',. 1.88 I 2.54 1.46 4.60 2.56 1 • . 214 X 1/2 135. 1.91 2.44 1.71 5.40 2.56 16 24 X 3 13"1. 1.89 2.44 1 71 5.40 2.56 1.6 21 X 1 I 1 1 2.13 2.79 I 1.71 I 5.40 I 2.56 1.6 t victautc remate threaded products axe oeagnea to accommodate standard NPT or 3SPT (optional) male (Noe threads only. use of MIN threaded oroducts with special features, sucn as diodes. dry pendent sonnkler nears. etc.. snood be verified as suitaota for use rmin this V(ctaui c product. Failure to verily suitability in advance may result in assembly problems or leakage. 'Center of run to engaged otpe end for NPT threads (dimensions are adproxmate). VICTAULUC IS AN ISO 9001 CERTIFIED COMPANY Vict3ulic Company or Amenca Victauuc Company or Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone:1- 800- PICK -VIC (1-800-742-5842) Phone: 416-675-5575 Phone:32 -9. 381 -1500 Phone: 610-559-3300 Phone: 65-235-3035 • Fax: 610 - 250 -8817 Fax: 4 16 - 675.5565 Fax 32 -9. 380 -4438 Fax 610-559.3608 Farr: 65- 235-0535 e- rnalcacxvlctovictaulccom a -mall: vtccana taChictaulic.com e-mail: nceuro®nctautic.ne e-mail: nnl@victatlic.com e-mail: virap®vlaaulic.com 3353 Rev A 102 • Mgsurw Traoemrr d Viictarc 0 Cowman' 2202 vita u c Prow it U.SA PERFORMANCE Equivalent Length of 1" Pipe Nominal Size Feet Incheslmm rioters t' /.X I 8.5 1r4X 1 8.5 2 x 8.5 21 x I 8.5 MATERIAL SPECIFICATIONS Rousing: Ductile iron conform - Inc. and Approved by Factory tensile strength of 110.000 psi ing to ASTM A -395. grade 65- Mutual Research for wet and C758340 kPa). Flanged hex nut. 45 -15. and ASTM A -536. grade dry (oil free air) sprinkler ser- zinc electroplated. 65 -45-12 vices up to the rated working Gasket pressure using the Grade "E' n Grade "E" EPDM - Type A Type A Gasket System. (Violet color code). F ireLock Bolts/Nuts: Heat treated car- products have been Listed by bon steel zinc electroplated • Unaerwnters Laboratories track head bolt with a muumum 'his product wail be ~unloved ty Vrctawc Camaany all products Wet be natallec n acctxaance *eh current Victauic instailanorvassomOly instructions vcuur c reserves ins ngnt ra cnege product specmcaeons. oeagne and stanaaa eaaarww wrmo a notice and wwhat v curing obbgaeata 10.52 - 2 E Concentric/Eccentric Reducers rteE1 Steel (except as noted) Illi I No. 50 No. 51 No. 50 No. 51 Approx. ' Approx. Approx. 1 Approx. Nominal E to E Wgt. Ea. E to E ! Wgt Ea. Nominal E to E • Wgt. Ea. E to E ' Wgt. Ea. Size 1 Inches Lbs. Inches Lbs. Size Inches Lbs. Inches Lbs. InchesImm I nn, .cg .5rn arl Inches/mm nm ,g mm . 11/4 X Vil •- I 1.9 1 - - 6 x 1 4.00" a 1 t..) 11.50 14.5 -.•:.... - , ,... X 1 I 7 1 1 - , r x1½ 1v2 x ,1/4 1.4 I - i I - X 2 4 • : 4 .007 Cl 6.6 I 11.50 1 •.:,..-, 14.5 X 1 I 2.50: cf 0.8 8.50 ..: :-, X 21/2 4.00 0 I 6.4 I 11.50 14.2 .14 X 11/4 2.50' a I 1.0 ' -. ' - x 3 4.00• d 6.4 5.50 d 15.0 2 X 3/4 2.50' 0 0.9 9.00 2.0 X 4 4.0013 6.5 5.50 0 17.0 .4 7 •.:'• ';.., X '0 X 1 2.50" ci 0.7 9.00 2.3 X 5 4.00 d 6.4 1 5.500 17 : 0 - .: •,• !4 .< '.'5, • - -- - I X 11/4 I 2.50: a 1 1.2 9.00 I 4.6 . 8 X 21/2 16.00' 7.9 I 12.00 26.1 71.3 Nt :., :-:,1 ,. .. X 11/2 1 2.50' d 1.0 9.00 4.6 X 3 5.000 9.3 1 12.00 22.0 ,‘ :• , ._.. ..c .i.. --, : : 1 -::•-! ... 21/2 X .1/4 .. 1.3 .. 3 . 3 X 4 5.00 d 10.4 12.00 . 23.0 ... ••< • .1 ..i -'; X 1 9.50 3.6 9.50 3.5 X 5 5.00 0 11.6 1 12.00 23.0 .0 •.-: *. •:. x • ;1 • : 7 1 ' ! X 11/4 I 2.50; el 3.3 9.50 X 6 5.00 d 11.9 6.00 0 24.0 4 • "I •• NC ' :::: . , . i ■ ... X 11/2 I 2.50: d 3.6 9.50 3.7 10 X 4 6.00 0 19.7 13.00 32.0 .1 • . .,..: X - In .0 .. • s 5 X 2 1 2.50 a 3.9 9.50 4.3 X 5 • 34.3 1 • 34.6 .- • .. / • ;7:; _ • : 7 3 X • 4 - 1.5 . 4.5 X 6 5.000 20.0 I 13.00 36.9 ::• '..: : : 7 ! - ..4.; ... X 1 2.50 C1 I 1.3 9.50 4.8 X 8 6.000 22.0 i 7.00 21.6 :7 I x 11/4 - 3.0 .. 4.8 12 X 4 j - 44.0 14.00 48.0 • X 1', 2.50' CI I 5.1 9.50 I 5.1 X 6 7.00 0 24.6 1400 50.0 x •.• ... .7. X 2 2.50' 0 1.6 3.50 a I 6.0 X 8 7.00 a 52.0 14.00 53.5 ' A . • - X 21/2 2.50' a 1.8 3.50 a 7.0 X 10 7.00 d 39.0 14.00 57.0 .. N !. .3.`) 2.50 a 2.1 - - 14 X 8 . 13.00 65.0 13.00 60.0 X 76.1 mm ..7J x • ••; • , ., 31/2 X 3 2.50 a 2.0 9.50 7.0 X i 13.00 85.0 13 60.0 ■Ir 4 X 1 3.00" 0 3.0 moo 6.5 X 10 13.00 66.0 13.00 65.0 - :.• N r. , '.., NC i.: ....! .. . .. , , f X 11/4 I - 4.6 - - X 12 x -;••• 13.00 .. , 68.0 7..3 13.00 .... 66.0 . X 11/2 10.00 6.9 10.00 8.1 16 X 3 14.00 I 73.0 14.00 73.0 • " :: X 2 3.00' a 2.4 4.00 0 3.3 X 10 1400 73.0 14.00 73.0 ,.. / .. ..._ ...;., X 21/2 3.00'd 2.7 4.00 3.4 X 12 14.00 73.0 I 1400 73.0 0 • - . , .•: ..- . X 3 3.00' 0 I 3.2 4.00 ' 3.5 X 14 14.00 73.0 14.00 73.0 / . 4 . - ,.. I . 3.00 0 2.9 10.00 8.0 1 18 X 19 15.00 91.0 15.00 91.0 _• , 5 X 2 4.00 9.0 11..00 5.2 X 12 15.00 91.0 15.00 91.0 < " .: X 21/2 11.00 11.0 11.00 10.8 X 14 15.90 91.0 15.00 91.0 x . .. , . -. X 3 I 4.000 5.5 11.00 11.1 x Is 15.90 1 91 0 15.00 91.0 , . X 4 I 3.50 a 1 4.3 I 5.00 0 12.0 more continuga en page 9 I a) Ouctac von • Contact , nctauhc for actaas •Aveniaole wan male inrcaoca small cno No 52 9 Sleet eccentrIc reauccr5 avaHaole ihrougn 30' (750 MITI, contact , ACiaUDC for camenssons. . . 07.01 - 8 Concentric/Eccentric Reducers Steel (except as rioted) il I Ia No. 50 1 No. 51 j No. 50 1 No. 51 Approx. ! Approx. ' Approx. Approx. Nominal i E to E Wgt Ea. E to E 1 Wgt. Ea. Nominal E to E Wgt. Ea. E to E Wgt Ea. Size 1 Inches Lbs. Inches 1 Lbs. Size Inches Lbs. Inches Lbs. Inches/mm !nrn A !nm Ag 111ChOS/mm mm ' 4q mm kg 20 X 10 I 2000 . 10.0 20.00 177.0 24 X 12 20.00 [ 1 50.0 . 20.00 0 750. , . - C. x -;'.• :.. . ,..... X 12 ! 20.00 120.0 20.00 120.0 X 14 20.00 ; 1 62.0 20.00 162.0 . .. x x 14 20.00 149.0 20.00 I 149.0 X 16 20.00 I - 62.0 20.00 162.0 A -::- I X 16 20.00 120.0 20.00 120.0 x 18 20.00 162.0 20.00 162.0 ...:: .. .. X 18 i 20.00 136.0 20.00 136.0 X 20 2040 151.0 20.00 190.0 I . 1 4 •.:•,, •.:-, .:. • .•.::: -.4 • .. .. 24 X 10 20.00 142.0 20.00 142.0 :VA) A --. : 7.•sa ::: 4 ..:5•; ,. -4 :. io•C 10 El • i•••C 10 ei . • No. 25 and No. 29 Reducing Tees 1 E 9 (Segmentally welded steei) No. 25 No. 29 No. 25 ! No. 29 ; ' No. 25 I No. 29 Nominal Std. I v./Md. Bronchi Aprx. Nominal Std. voThd. Branch Aprx. Size C to E I C to E Wgt. Ea. Size C to E C to E Wgt. Ea. 1 Inches/m.1m Inches/mm ! Inchesimm Lbshig Inchesimm InchesImm Inchesimm Um/kg 1)(1 X3/4 .. 1.0 4 X 4 X V. 9.0 , 11/4 X 1'/4 X 1 - - 1.3 X 1 5.000 5.00 a 7.8 , ,:. \ - 4 . • • 6 :< : 5 • - *. - - 1 PA X 4 - 1.5 X1¼ - - 9.6 - x i I - 1.5 X 11/2 5 00 a • ._ 5.00 a .... 10.2 - X 11/4 I - 1.7 X 2 5.00 a 5.00 11.2 • -:: 2 x 2 x 1/4 I 3.25a 3.25c 2.5 X 21/2 5.00a 5.00 11.4. .. . . X 1 3.250 3.25 a 2.7 x 3 5.00 5.00 a 11.6 x 11/4 - 1.8 5X.5 X 1 - 14.0 • . , • X 11/2 3.250 3.25 3.0 X 11/2 14.3 - • .... .: i.i. 2½X 21/2 X V4 - - 3.9 X 2 5.50 5.50 14.5 • •" 7.:. A - :. N. : - • . ... X 1 3.75 CI 3.75 3.8 X 21/2 5.50a 5.50 a 15.2 . i.: . • " ... x 11/4 . - 4.2 X 3 5.500 5.50 16.6 -.< X 1Y2 3.75 cl 3.75 a I 3.9 X 4 5.50 a 5.50 16..7 „ . x i. . x 2 3.75 d 3.75 4.5 6 X 6 X 1 - • 23.0 .. 3 x 3 x Y. - - 5.7 X1½ - * 24.0 X 1 4250 4250 CI X 2 650a 6500 I 21.6 ...., ... . , , •.: x 11/4 - . I 8.0 x 21/2 I 6.50 a 6.50 a 21.4' , . X 11/2 4.26 4.25 1 6.5 X 3 I 6.50 6.500 26.5 . t. :,..; X 2 4.250 1 4 25 6.2 X 4 6.50 6.500 I 25.0 ' .; • • [.! X2½ 4.250 45 6.4 X5 5.500 6.500 I 23.2 r. • : .. Table continued on page 10. . • 07 01 - 9 HANGERS ®TOLCO• a tram at NIBCC' _ Revision 5/24/2001 ® Fig. 2 Adjustable Band Hanger ©c® Fig. 2 NFPA Adjustable Band Hanger With Reduced Rod Size Range – 2 1/2 thru 6 inch pipe. Material – Carbon Steel, Pre - Galvanized., Function – Recommended for the suspension of non- .•---- C insulated pipe or insulated pipe with Fig.220 shield , ' / I Fig.2NFPA accommodates the reduced rod schedule of the National Fire Protecton Association Pamphlet *13. • / ■ Approvals – Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering ION approved. Conforms to Federal Specification WW-H -171 E, i type 10, and Manufacturers Standardization Society SP- 69, type 10. �•- 9 Finish – Pre - Galvanized . _ i : � i Note — Available in Stainless Steel materials. 1 `•- ' Order By – Figure number, pipe size, and material. A 4\4 Pipe Size Rod Size A B C Max. Rec. Approx. WU100 Load Lbs. Pg. 2 Fig. 2 NFPA • 21/2 1 /2" 5 -3/4 4-1/4 1 -5/8 600 41 40 3 1/2 6 4-1/8 1-1/4 600 45 43 31/2 1/2' 7 -3/8 5 -1/4 2 -1/8 600 52 50 4 5/8• 7 -3/8 5 1 -5/8 1000 59 56 5 5/8•' 9 6 -1/8 2 -1/4 1250 97 95 6 3/4 9-3/8 6 -1/2 1 -7/8 1250 139 105 • 318" nut is used when NFPA rod sing is requested. 1/2" nut is used when NFPA rod sizing is requested. Man OfflalYanutaattwtng F.ny - 1375 Samson Ave. • Corona. CA 92970 • Mr 909.737.5599 • Fax 909.737.0130 Olse+butlon Cantor • 6790 FnutnOg• Road - Sa ramanfo. CA 95826 • Mt 914.390. 7900 • Fat 916.388.1401 2 5 Manutaatunng Faallty • 4891 Momsataad Road. 91dg, 118 • )son . TX 77029 • Mt 713.672.0068 • Fax 713.672.0074 wwcdatesaetw TOLCU C^- >?C?Ll A (SIm)7ZT -ax0 Q ` UL Fig. 4 A C.-Impatient. at State of = :itfamu CS.1.+P9 ammo: Pipe Clamp For Sway Bracing Ses m,c .Renaamts System Size Range - r,: ce c . . = _ : c : ~ 3 int`i i e sizes smaller ,'tart 4 inc.'t use S c :cc Frg- s Material - Carr Steel. .t cn Function - Fcr rracng cice against way and seismic bisttatance. \ `' Approvals - Urteernaiters' v �ecratcnes Laste in the USA (UL) and I j� Canada (cUL) -t hru 8 inc l. Induced in cur Seismic Resaairtts Catalog ' / ' aacroved by State cf Califcrria Cffim cf Statewide Health Planning and i - : �� I _ Ceveiccment (CSHPO). .� �/ I 1 A Insrallation inscdons - Install F g s A r I • r Fe C amp c p to be ■ f / / � ` i ; av braced. Attacr Sway -3race Ftting :c1/7. Camp belt ■ (Sway -.race ' Fittrg to tae cn cutsice ears cf datno)• ;,gnten secuely. (min. tongue .. 0 ■ / / requirement -50 t ;bs.) Sway 3ram ssernciies are intended to be • •' installed in ac; ;rcance 'rnth NFPA ;12 and the Man Instailaticn Instru =cns.� 1 �.l�i, j i Frnlsh - r'ain. ) ' / More .watiacte ;rt c C �/ c- �Sarvanr -e: and J-!CG 5nish cr Stainless / Steer rnate -,, ,44 1.. .; rrais. / Cro'er ay - r7 g,:r e rlumoer, ;.ice size and rtisn. ri Shawn ..sm -.va 'cm:. :=c7. 380•s ana (' Shawn yam two Sc eaule•+0 amps ,3°o• z amrg-3rl0'sana / room Clarinet trace, .'' w w X / i I • Cs 0 / - ' o - L I �0.„ I g• = 4A - .:riC,ItuWnal ?r3C� / Fg. AA - Transverse Grace • SiS A 3 C D BOLT Sit: A1Ax HOR,ZONTA3t_ APPROX. 3 - "Z g /16 OESIGN LOAD. WT. /10a 3 3 - 11/16 1/2 4-;;Is 9/16 _ 2015 221 5 - - J8 78 1 -3/8 112 2015 253 5 5_1/8 1 / 2 2015 513 3 13 /1 2/4 3 -11/16 6-1 /8 1/2 2015 601 wafaoor -30- (i)To Lco WWW tQICC c.p -, braid otNieCo Revision 5/24;2001 Fig. 65 and Fig. 66 Reversible C -Type Beam Clamps 3/4" and 1 Throat Openings S ize Range — (Fig. 65 and Fig. 66) 3/8 ", 1/2" and 5/8" rod geg Material — Carbon Steel with hardened cup point set screw and jam nut Function — Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 17," (Fig. 66). Features — All steel construction eliminates structural deficien- B cies associated with casting type beam clamps. May be used on D top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited 42110 r E rod adjustment by allowing the rod to be threaded completely � c p \gy ection of thread �' through the clamp. Open design permits inspection p engagement. ` Approvals — Underwriters' Laboratories Listed in the USA (UL) F and Canada (cUL). Factory Mutual Engineering approved. � Conforms to Federal Specification WW -H -171 E, Type 23 and V Manufacturers Standardization Society SP -69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), � A Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Finish — Plain Note — Available in Electro- Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent 4 6 Fig. 65 D Dimensions • Weights ( { r y /� ► / G Rod A 1Ze B C 0 E F Max. Rec. Approx. , C Load Lbs.' Wt1100 � �� 3/8 l' /,• 3/4 1 7/16 1 610 28 PO4 V 1'/, 3/4 1 9/16 1'/. 1130 55 F 5/8 1' /, 3/4 1 9/16 1'/. 1130 55 ' Max. loaas for clamp with set screw in uo or down position. U i Fig. 65 Dimensions • Weights . f A Rod A 1Ze B C D E F Max. Rec. Approx. . • Load Lbs:' Wt./100 I 3/8 1'!,• 1' /. 1 7/16 1 610 28 1/2 1'/, 1' /. 1 9/16 1'/. 1130 55 5/8 1'l, 1'/, 1 9/16 1' /. 1130 55 Max. loans for clamo with set screw in uo or down position. Olfice/Manulact,rrng Facility • 7375 Sampson Ave. • Corona. CA 92579 • Fir. 909.737.5599 • Far 909.1371330 III Customer Servers • 900366.5266 wwMtaa/aacmm ® FOL ccj •WW.tOICC.COr "' "i NiBCO Revision 8;13:2001 Fig. 69 - Beam Clamp Retaining Strap ® Size Range — 3/8" thru 7/8" rod by 4" thru 16" length.` Function — To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6- 4.7.1. 0 Important Note — Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mecha- nism of some kind such as a hex nut or the beveled locking slot on the TOLCO 74 Fig. 69R will provide a more secure B reliable installation. Approvals — Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Pre - Galvanized Order By — Figure number, type, length "B" and rod size being used with beam clamp Note — Minimum return on Strap: 1 ". us E � /// //% .. g . • 1 Dimensions • Weights Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify / No 3/4 13/16 Specify 3 318 - 718 Specify Specify ma • Longer lengths are available. consult facto — iii • ORica Alaaubcarinq Facility - 1375 Sampson Ave. • Comm CA 92879 • N+: 939,7371599 • fat 909337.0330 Customer Sarin • 900.7915299 w III wtaaalcsma 11•1I`. I Anchoring Systems 4.3.3 Kwik Bolt 11 Expansion Anchor (KB II) 4.3.3.1 Product Description N Washer Cdilar Wedge Dimple The Kwik 3ott II is a said type expansion anchor NTth a single piece wedge / \ that performs as three , ndeoendent wedges if necessary to provide consistent performance in a vice variety of medium -duty aCeiicanons. Applicable base materials incude concrete, lightweight concrete and grout filled block Impact Section Anchor Body Weoges Expansion Cane Product Features (Dog Point) • impact section (Dog Point) prevents thread carnage during installation • Mechanical expansion allows immediate load application • Independent 3 -piece wedge with dimples nee) prevent anchor from • Can be installed in bottomless hole, which allows the anchor to be spinning dunng installation driven flush with the surface after use. Eiminates cutting bolt heads. • Length identification code facilitates quality control & inspection • Can be installed through the fixture, improving productivity after installation • Comprehensive product offering induces many head styles, sizes, • Anchor size is same as dnll bit size for easy'nsrailation carbon steel and stainless steel materials for a variety of applications • Comprehensive performance testing to provide nigh & consistent performance in concrete, ligntweignt concrete & grout filled block base materials Guide Specifications Anchor. Expansion anchor snail be wedge type wrth a single piece three section wedge and anc plated in accordance with ASTM 8633. Anchors must meet the cesc^onon of Federal Specific ion A -A 1921k. Type 4. Anchor will bear a length identification code that is insible after installation. Anciors snail be Kwrk Bolt II as manufactured by Hiltl, Inc., Tulsa, OK. Installatlort Drill hole with a Hilti carbide tipped TE Bit or matched tolerance diamond core bit. Remove dust from the hole with oil free compressed air. Drive ancnor into the nose so that at least six threads are oeuow the too of the fixture. Tighten to the recommended installation =cue. Listings/Approvals • Underwriters taooratory No. 203 'Pipe Hangers" ;3/8 " -3/4" diameters, • International Conference of Building Officals i1C30 ES): Evaluation Report No. 4627, KB II • Intemanonal Conference of Building Officials iICSO ES): Evaluation Report No. 5224, HCKB • Southern Building Code Congress ISBCC): Report No. 9930 • City of Los Angeles (COLA): Research Report `1o. 25226 • Factory Mutual (FM) KB II 3/8" x 2 1/4" wiRoo Coupler • Metro -Oade County Approval x 01- 1003.03 MECHANICAL PROPERTIES 4.3.3.2 Material Specifications ksi (MPa) lm min. Carbon Steel KB II snips crmorm to ASTM A510 with chemical composition of AJS1 1038 except 41 (282) 75 5171 all cautters ink KB I I and KB 3/4" x 12 ", K B I I 1 " x 6 ", ; KB li 1 " x 9" and KB II 1 " x 12" 'ivied conform to 75 (517) 90 (620) AMR At C8 with chemical composition of AIS1 11L41 Wedges are manutact; red from ASI 1 010 carbon spa, except KB II 3/4" x 12 ", KB II 1" x 6 ", N/A WA KB II 1" x 9" and KB II 1" x 12" wedges which centeerrn to chemical comoosrnon of AISI 304 Nuts are canon steel contorming to ASTM A563 Gage A and meet dimensional requirements N/A N/A of ANSI 818.2.2 Waseers are coon szo contouring to SAE 1005 and meet Cunensional requirements N/A N/A of ANSI 19.22.1 Tvpe A Barn AD carbon steel carts are one elated in ac srcance with ASTM 8633. Type ill Fe,Zn 5 N/A N/A Stauness Steel KB II studs cornorrn to ASTM A276 or ASTM P493 with chemical composbon of either AISI 304 or 316 1/4" thru 9/16" 76 (524) 90 (620) over 9/16" 64 441) 76 (524) Stairness steer wedges are at eaurvaient crane as ports. Nuts are stainless smei conforming to AS; M F594 with chemical comoospon at either AJS1 304 or 316 and meeting cimensionai requirements df ANSI 81822 to conform with stud material Wasters are AIS1 204 or 316 stainless steel contormino to ASTM A240 to conform with stud material Moree Soe..ar Crier Kwi r Bolt I,. nuts and washers may nary from standard materr 154 US: 1 - 379 - 4CCO www.us.niltl.cam I HIM Product Tech Guide 2002 I Cariadx 1 -800- 363 -4458 / www.cahiltl.com Anchoring Systems 1:1.22;:ZI Kwik Bolt II Expansion Anchor 4.3.3 4.3.3.3 Technical Data Kwik Bolt II Specification Table Bolt Size in. 'h '/. '/z '/e I '/ 1 Details (mml (6.4) (9.5) (12.7) I (15.9) (19.1) (25.4) id,,. nominal tit diameter' in. '/ ' '/s '/2 I '/s 3/4 1 h../ h., . minimum/standard in. 1'/. 2 1'• 2'l: 2' /4 I 3'/: 2' /4 4 3' /4 4 4' /2 6 deoth of embedment (mm) (29) (51) (41) (64) (57) 1 (89) (70) (102) (83) (121) (114) (152) h,: minimunvstandard in. 1' /. 1 2' /4 2 2'/. 2' /4 4 3 4'h 4 5' /2 51: 7 hole depth (mml (35) (57) (51) (73) (70) (102) (86) (118) (102) (140) (140) (178) ?: anchor length min /max. in. 1' /4 I 4'/: 2'/4 7 2'h 7 3'/. 10 4' /. 12 6 12 other length available (mm) (44) (114) (57) (178) (70) (178) (95) (254) (108) (305) (152) (305) e,. thread Iength/ in. '/. 3 V./ 1' /s 4 1'/. '/. 1' /z 3' /2/ 4' 1:1 1' /: 3'/� 5 2' /4 4'/2 extra thread length (mm) (19) I '1 (76) (22/28) (102) (3 (76) (38) (89/114) (38) I (89/127) (57) (114) d''' hole Clate�e in. 'h. '/,. '/,e " /,. ° /,. 1'/. (mm) (7.9) (11.1) (14.3) (17.5) (20.6) (28.6) T,,.,: Starless h. 4 (5.4) 20 (27.0) 40 (54.1) 85 ( 115) 150 (203) 235 (318) Recommended N oTnal Stec h� 7 (9.5) ' 30 (40.5) 75 ( 101) 1 110 ( 149) 200 (270) 450 (608) Installation concrete Carbon h•+ 4 (5.4) 20 (27.0) 40 (54.1) 85 (115) 150 (203) 250 (338) Torque 2 Strom h,.. 7 (9.5) 25 (33.8) 65 (87.8) 110 ( 149) 235 (318) 450 (608) Guide Li c anni h.._ 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.8) 135 (182) Values Gancrete Steei h,.. 1 4 (5. 20 (27.0) 30 (40.5) 75 (101) 150 (203) ttlb Carbon h,. i 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.81 120 (162) (Nm) Filled Block Strom h,.. If - 4 (5.4) 20 (27.0) 30 (40.5) 1 75 (101) 130 (176) - h: mm. Case material thickness j 3" (76 mml or 1.3 h., whichever numoer is greater 1. Hilo matcnea tolerance carbide -tipped anll bit (see section 7.4.1) or matcltea tolerance HIU1 DD -8 or OD -C diamond core bas (available in diameters from 1/2' Sr 11. 2. Do not 401y any type of lubncant to threads onar to torquing anchor. Combined Shear and Tension Loading / N, `7 V s7 f I + l 5 1.0 (Ref. Section 4.1.2.7) N...., / \ V,,, / r,,, 7 1 J • . /'i -I .I 1 :.,..kl..,t,: t • ___.c...=, .. US: 1- 800 - 879 -8000 / www.us.hiltf.cam I HIM Product Technical Guide 2002 I Canada 1 - 363 - 4458 / www.ca.hil8.com 155 1=11`T'1 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Carbon Steel Kwik Bolt II Allowable Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa) 3000 psi (20.7 MPaI 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in. Diameter in. Depth Tension lb ikkN) lb (kN) lb (kN) ) lb (kN) lb (kN) lb (1 N) lb (kN) lb (kN) 11 /8 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) 1 , 2 590 630 (51) (6.4) (2.5) 530 (2.5) 530 (2.8) 530 670 530 3' /.z 670 (2. 670 (2.4) 670 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) 1% 530 990 650 1040 750 1100 850 1100 ( (2.4) (4.4) (2.9) (4.6) (3.3) (4.9) (3.8) (4.9) '/e 2' /2' 1200 1290 1370 (9.5) (64) (5.3) 1470 ( 1470 ( 1470 1550 1470 4'/4' 1330 ( 1390 (6.5) 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 274 1170 1940 1310 1970 1450 1970 1730 I 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) I (8.8) 'h 3' /2' 1870 I 2130 2400 (12.7) (89) (8.3) I 2450 (9.5) 2460 (10.7) 2450 2800 2450 6' 2080 (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) 2'/4 1600 3070 1870 3070 2130 3070 2870 1 3070 (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7) 'h 4 2400 2850 3290 (15.9) (102) (10.7) 3840 (12.7) 3840 (14.6) 3840 4190 3840 7 3200 (17.1) 3470 (17.1) 3730 (17.1) (18.6) (17.1) (178) (14.2) (15.4) (16.6) 3'/4 1970 4140 2320 4140 2670 4140 3200 4140 (83) (8.8) (18.4) (10.3) (18.4) (11.9) (18.4) (14.2) I (18.4) 3/4 43 /4 = 2930 4130 - 4800 5870 (19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 5120 (26.1) 5120 82 4000 (22.8) 4930 (228) 5870 (22.8) 6320 (22.8) (203) (17.8) (21.9) (26.1) (28.1) 4' /= 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 6 4930 6000 7070 (25.4) (152) (21.9) 9200 (26.7) 8400 9200 9200 (31.4) 9200 (37.4) (40.9) - 9 6670 (40.9) 7670 (40.9) 8B70 (40.9) 10870 (229) (29.7) ( 34.1) (38.6) (47.5) 1. Vales shown are for a shear plane acting through the anchor bolt Shear Thnsu9h Th. Threads body When the shear plane is acting through the anchor bolt threads. Through The Boat Body reduce the shear values by 15%. - 2. Vakes shown are for a shear plane acting through the anchor bolt , EA _ �< +P /J / // jJ'P body. When the shear plane acing through the anchor bolt threads, reduce the shear value by 7%. ,. r..• .-..4 ; ... • - .... Al • other values show • far shear plane acting through eit er body !": ' \ + . . wn Of ttleads l JI: - o 1. • 158 US: 1- 800 -879 -8000 / www.us.hiitl.com I Hull Product Technical Golds 2002 1 Cartadat 1- 800 - 363 -4458 / www.ca.hi ll.com Anchoring Systems 114111.711", Kwik Bolt II Expansion Anchor 4.3.3 Carbon Steel Kwik Bolt II Ultimate Loads in Concrete Anchor Embedment 2000 psi ( MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb ( kN) lb (kN) lb (kN) lb (1 N) lb (kN) 1 '/• 1000 1600 1230 1600 1430 1600 1750 1600 (291 (4.4) (7.1) (5.5) (7.1) (6.4) (7.1) (7.8) (7.1) 1 / 4 2 2100 2225 2350 (6.4) (51) i (9.3) 2000 (9.9) 2000 (10.5) 2000 2500 2000 3 2500 (8.9) 2500 (8.9) (95) 2500 (8.9) (11.1) (8.9) (11.1) (11.1) (11.1) 1 '/• 2000 3700 2450 3900 2825 3900 3200 3900 (41) (8.9) (16.5) (10.9) (17.3) (12.6) (17.3) (14.2) (17.3) • Vs 2'l :' 4500 4825 5150 (9.5) (64) (20.0) 5500 (21.5) 5500 (22.9) 5500 5800 5500 4 5000 (24.5) 5200 (24.5) 5400 (24.5) (25.8) (24.5) (108) (22.2) (23.1) (24.0) 2 4400 7250 4925 7360 5450 7360 6500 7360 (57) (19.6) (32.2) (21.9) (327) (24.2) (32.7) (28.9) (32.7) 3 /= 3 ' / = 7000 8000 (12.7) (89) (31.1) 9000 9200 (35.6) 92D0 (40.0) 9200 10500 9200 6 7800 (40.9) (152) 8650 (40.9) 9500 (40.9) (46.7) (40.9) (34.7) (38.5) (402.3) 2'/4 6000 11500 7000 11500 8000 11500 10000 11500 (70) (26.7) (51.2) (31.1) (51.2) (35.6) (51.2) (44.5) (51.2) • 3 /4 4 9000 10670 12350 (15.9) (102) (40.0) 14200 (47.5) 14200 (54.9) 14200 15700 14200 7 12000 f (63.2) 13000 (63.2) 14000 (63.2) (69.8) (63.2) (178) (53.4) I (57.8) (62.3) 3'/4 7400 15500 8700 15500 10000 15500 12000 15500 (83) (32.9) (68.9) (38.7) (68.9) (44.5) (68.9) (53.4) (68.9) 3 / 4 4'/4' 11000 15500 " 18000 22000 (19.1) (121) (48.9) 19200 (68.9) 19200 (80.1) 19200 (97.9) 19200 8' I 15000 (85.4) 18500 (85.4) 22000 (85.4) 23700 1 (85.4) (203) (66.7) (82.3) (97.9) (105.4) 4 '/= 12500 1 26500 15200 28500 17500 30500 19000 (114) I (55.6) (117.9) (67.6) (126.8) (77.8) (135.7) (84.5) 1 6 18500 22500 26500 (25.4) (152) (82.3) 54500 (100.1) 34, (117.9 31 34500 (140.1) 34500 0.1) (153.5) 9 25000 (153.5) 28750 (153.5) 32500 (153.5) 40000 (229) (111.2) (127.9) (144.6) (177.9) • 1 . Values shown are for a shear plane aclnq through the anchor bolt Shear Through Ttw hrea Threads body. When the shear plane is acting tirougn the anchor bon threads, Sher Through ? Bolt Body reduce the shear values by 15%. ( fFilti 2. Values shown are for a shear plane acting trough the anchor bon z/ / - / 1"•P V / f /- body. When the sheer plane is acting ft rough the anchor bon yreads, \ reduce the shear value by 7%. : ' AN other values shown are far sneer plane actn _ !' 9 through miner body • ' or Ursa* �� •. Tom•:. - U& 1- 800- 879 -8000 / www.us.hiltl.com I Mini Product Technical Guide 213132 I Canada: 1-800-363-4458 / www.ca.hilfl.com 157 114116.111111r1 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Kwik Bolt II AIS1 304 and 316 Stainless Steel Allowable Loads in Concrete Anchor Enbednient 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Diameter in. Depth Tension h lb Shear Tension IS Shear lb Tension o) IShear) Tension 6 o) IS Shear 1'/. 240 560 330 570 350 I 370 (29) (1.1) (2.5) (1.5) (2.5) (1.6) (1.6) '/ 2 470 (6.4) (51) (2.1) 590 550 590 550 (2.6) 590 550 (2.6) 3'/. 550 (2.6) (2.4) ( ( (2.4) .. ( (2.4) • 1'h 430 880 490 1010 550 1150 670 1230 (41) (1.9) (3.9) (2.2) (4.5) (2.4) (5.1) (3.0) (5.5) '/+ 2'/: 930 1090 1250 (9.5) (64) (4.1) 1330 (4.8) 1330 ( 1330 1440 1330 4 1070 (5.9) 1330 (5.9) 1440 (5.9) (6.4) (5.9) (108) (4.8) (5.9) (6.4) 2 850 1810 1070 1850 1280 1890 1330 (57) (3.8) (8.1) (4.8) (8.2) (5.7) (8.4) (5.9) t /2 3'/: 1330 1730 2130 2400 2220 (12.7) (89) (5.9) 2220 ( 2220 (9.5) 2220 (10.7) (9.9) 8 1470 (9.9) 1880 ( 2290 ( 2720 (152) (6.5) (8.4) (10.2) (12.1) 2 1250 2800 1600 3070 1810 1920 ( (5.6) (12.5) (7.1) (13.7) (8.1) (8.5) 1870 2400 18 '1. 4 1 . (15.9) (102) (8.3) 2930 3330 3200 3330 3330 (10.7) 3330 (13.0) (14.8) (14.2) (12.5) 7 2400 (14.8) 3010 (14.8) 3650 3650 (178) (10.7) (13.4) (16.2) (16.2) 3'/• 1550 2880 1950 3310 2350 3730 2610 (83) (6.9) (12.8) (8.7) (14.7) (10.5) (16.6) (11.6) 3 / 4 4 '/• 2510 4510 3250 4650 3870 (19.1) (121) (11.2) (20.1) (14.5) 4670 4800 (20.7) (17.2) 4800 (20.8) (21.4) 8 2430 4800 3870 4800 4530 (21.4) 5120 (203) (13.0) (21.4) (17.2) (21.4) (20.2) (22.8) 4'/: 3120 6080 3870 6770 4610 4800 (114) (13.9) (27.0) (17.2) (30.1) (20.5) (21.4) 1 6 4400 6400 7200 7470 7330 7470 (25.4) (152) (19.6) 7470 (28.5) 7470 (32.0) (33.2) (32.6) (33.2) 9 5600 (33.2) 8000 I (33.2) 9390 9390 (229) (24.9) ( 35.59) i (41.77) (41.8) • • 158 US: 1- 800-879 -8000 / www.u&hiitl.03m I Him Product Technical Guide 2002 I Canada 1- 800-363 -4458 / www.ca.hila.com Anchoring Systems 10•111111.1"11"1 Kwik Bolt II Expansion Anchor 4.3.3 Kwik Bolt H AISI 304 and 316 Stainless Steel Ultimate Loads in Concrete Anchor Embedment 2000 psi (13.8 1NPa) 3000 psi (20.7 MN) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear in. (mml in. (mm) lb ikN) lb ,kN) lb (kN) lb (kN) lb {(N) I lb (kN) lb (kN) lb (kN) 1' /a 900 2100 1250 2150 1300 + 1400 (29) (4.01 (9.3) (5.6) (9.6) (5.8) (6.2) ' / 4 2 1750 2200 2070 2200 2200 2200 (6.4) (5 ( 2070 ( 2070 (9.8) 3 2070 (9.8) (9.2) (9.8) (9.2) (9.2) (95) (9.2) V/. 1600 3300 1825 3800 2050 4300 2500 4600 ( (7.1) (14.7) (8.1) (16.9) (9.1) (19.1) (11.1) (20.5) 3 /e 2 3500 4100 4700 • (9.5) (64) (15.6) 5000 (18.2) 5000 (20.9) 5000 5400 5000 4 4000 (22.2) 5000 I (22.2) 5100 (22.2) (24.0) (22.2) (108) (17.8) (222) I (24.0) 2' /4 3200 6800 4000 6950 4800 7100 5000 (57) (14.2) (30.2) (17.8) (30.9) (21.4) (31.6) (22,2) '/= 31/2 5000 6500 8000 9000 8340 ( (8 (22.2) 8340 (28.9) 8340 (35.6) 8340 (40.0) (37.1) 6 5500 (37.1) 7050 (37.1) 8600 (37.1) 10200 (152) (24.5) (31.4) (38.3) (45.4) m 4700 10500 6000 11500 6800 7200 ( (20.9) (4.7) (26.7) (51.2) (30.2) (32.0) 3/e 4 7000 9000 11000 12500 12000 12500 (15.9) (102) (31.1) 12500 (4(10) 12700 (48.9) (55.6) (53.4) (55.6) 7 9000 (55.6) 11300 (55.6) 13700 13700 (178) (40.0) (50.3) (60.91 (60.9) 3 5800 10800 7300 12400 8800 14000 9800 (83) (25.8) (48.0) (32.5) (55.2) (39.1) (62.3) (43.6) 3 /4 4'/4 9400 16900 12200 17450 14500 17500 18000 (19.1) (121) (41.8) (75.2) (54.3) (77.6) (64.5) 18000 (77.8) (80.1) 8 11000 18000 ' 14500 18000 17000 (80.1) 19200 (203) (48.9) (80.1) (64.5) (80.1) (75.6) (85.4) 4'/: 11700 22800 1 500 25400 17300 18000 (114) (52.0) (101.4) (64.5) (113.01 (77.0) (80.1) 1 6 16500 24000 27000 28000 27500 28000 (25.4) (152) (73.4) ?8000 (106.8) 28000 (120.1) (124.5) (122.3) (124.5) 9 21000 (124.5) 30000 1 (124.5) (229) (93.4) (133.5) (156.6) (1 U8 1- 800 - 879 -8000 / www.us.hiltl.com I H110 Product Technical Guide 2002 I Canada 1- 800-363.4458 / www.ca.hilti.com 159 11mmilI`. I Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Carbon Steel Kwik Bolt II Allowable Loads in Lightweight Concrete' A icnur FmDeamam Shear Tension Tension Tension Dlarroter Depth 2000 psi 113.8 MPa) 2000 psi (13.3 MPa) 3000 psi (20.7 MP3f 4000 Pa 27.6 Meal In. mini In. ,mm) lb ikN) lb ikU) lb ,k1 lb IWO y. 1 (29) 400 (1.8) 225 (1.0) 295 ' 31 (6 >1' (511 ._ 350 ; 161 J 500 (22) 325 (1.4) 390 ; 1.7) 450 ( 201 1/. 11/. ( 41) 775 ( 3.. 425 (1.91 I 530 2_41 675 1 28) (9.51 ?2+/2' ( 641 1375 ( 6.1) 625 (291 j 810 36) 975 , 4 'h 2 ( 57 j 1400 ( 62) 725 (3.21 920 4 7) 1100 1 4.9) (127) ?3'/:' (89) 2300 10.2) 1100 i (4.9) 1360 6.11 1600 ; 7.1) '/s 2311 (70) 2500 (11.11 1125 (5.0) 1350 • 6.0) 1550 16.9) (15.91 ?4' (102) I 3530 (15.8) 1650 (7.3) I 1990 3.91 2300 (102 1/ 3 (83) l 3250 (14.5) 1575 (7.01 1905 1 3.51 2200 ( 9.8) (19.1) ?444' (121) 4700 (20.9) 2200 19.81 2750 1221 3250 (14.5) 1. Values shown are for a shear plane acting Vision the anchor bait body. When the shear plane is acting througn the ancnor bolt threats. reduce the shear values by 15%. 2. Values shown are for a shear plane acting tvotgn The anchor bon body. When the shear planes acting ttrougn the anchor bon threads. reduce the shear values by 7%. 3. Based on using a safety factor of 4. Carbon Steel Kwik Bolt II Allowable Loads through the Ridge of Metal Profile Deck into Lightweight Concrete -. Anchor Diameter Embedment Depth Y psi .. -- . - _ . _ In. (mm) in. (mml (20.7 Mom FF '� Y Am z Tension. lb (1N) Shear, lb 1kN) •ire • _ - . . 1/4 (6.4) 21/4 (57) 560 (2.5) 490 (2.21 _ • . _ -- 3/8 (9.5) 21/4 (57) 790 (3.5) 1000 (4.4) 1/2 (12.7) 21/4 (57) 880 (4.0) 1000 (4.4) ' - - i f- _I 5/8 (15.9) 41/2 (11 41 1675 (7.4) 2575 (11.41 _ • Carbon Steel Kwik Bolt II Allowable Loads in Grout Filled Concrete Masonry Units '' Anchor Embedment Distance from Diameter Depth' Edge Tension Sham 1. Values are for Ugnt weight Medm iu weight or Normal weight • is (mmh n imm) in (marl lb (kid lb (1N) concrete masonry unrts conforming to ASTM 090 with 2000 psi grout conforming to ASTM 0474. • +/ 1' /4 (241 '12 324 5 200 (0.9) I 370 ( 1.6) 2. Embeomertt death is measured from the outside face of the (6.4) 2 151) 1 z 304 �1 410 (1.3) I 570 (25) concrete masonry unrt. il 4 „ ■ 3. Values are for anchors !orated in the grouted cell, bed joint. V. 1Y. 141) >,z -a �, 430 (1.9) aso (3.8 I cross weo or any comoinaton of the above. (9.5) Th (64) 212 • 30. - ) 725 (3.2) toso ( 4.7) 4. For armors inst:uu)eo in the'T" joint or head joint reduce tension values 1050 3. 1 by 20 +/_ T/• l5 z12 ; w. 4 i 750 (3 1 , 7.2 , 5 . Values for edge distances between 4 inches and 12 inches and (1 2.7) 3 (891 0'' 975 (4.3) 10 0 ' s � ' , between 12 inches and 16 inches can be calculated by linear 212 .304 81 J 1890 3.4 , interpolation. 4 2/. (70) 017 { 1100 (4.91 1050 4. 4/, 212 :304 a1 2120 , 9.4 i 6. Ancnom are iimrted to one per unit cell. (15.9) 1050 • 4. 1 7. Based on using a safety factor of 4. 4 (102) 12 ,304 e1 1460 6.51 2120 9.4 115 4C6 41 2700 12.3) 4 ∎ 101 2 1050 • 4., ' 3 (83) 12 30441 1450 (6.5) 2120 9.4 I 1 /4 t1e ios.. 21100 11.0) (19.1) 4 101 ^.l 1 1466 X6.51 1050 i 4.i ■ 4'/. (121) 12 ,304 5 1620 (7 2120 . 9.41 118 4(6 .. 3110 13.3) Countersunk Kwik Bolt II Allowable Loads in Concrete' Anchor Bolt Embedment 3000 psi (20.7 MPa) Diameter in Material i Depth m1 Tb n lb IkN1r • 45a HCKB (Hilti Ceiling Kwik Bolt) Allowable Loads' Carbon Steel 2.01 f1.6) '/4 1 /' Anchor Embedment 3000 psi (20.7 MPa) 3000 psi 120.7 MPa) (6.4) Stainless steel (29) 480 500 Diameter Depth Normal NL Concrete UgtrtwitiOrt Cancels ■.11 (2.2) in. (mm) la. (gum Tension Shear Tension Shear Carbon Stec 810 lb IkNI lb IkM lb IkM I lb IkM 750 1 /8 1'/. (3.6) (3.3) '/4 17.. (9.5) Stainless Steel (41) 5� (6.4) (37) ( 3 675 10.69) (2.1) (0.65) . 1. Based on using a safety factor of 4. 1. Based on using a sarety factor of 4. 2. Shear values for shear plane acting tvu threads at anchor bolt 160 US: 1- 800 -879 -8000 / www.us.hittl.com I Hilt) Product Technical Guide 2002 I Canada: 1 -800- 363 -4458 / www.cahiltf.com Anchoring Systems M IL:11" i Kwik Bolt II Expansion Anchor 4.3.3 Anchor Spacing and Edge Distance Guidelines 1.2 (See Anchoring Technology Section 4.1.3) Minimum Embedment Anchor in. '/4 3 /e 1 /2 1 3 /4 3 /4 1 N Size (mm) (6.4) (9.5) (12.7) (15.8) (19.1) (25.4) in. 1'/. 1 T! . 2'/. 3'/. 4'h s (mm) (29) (41) (59) (70) (83) (114) V - Standard Embedment c - Anthor in. '/4 3 /, 1 /2 !/, 3 /4 1 Size (mm) (6.4) (9.5) (127) (15.8) (19.1) (25.4) In. 2 Zh Th 4 4'/. 6 (mm) (51) (64) (89) (102) (121) (152) 1. For s and c of anchors with actual embedmerns between the listed embedments. use linear inMe oiatkm. . 2. For s and c of anchors with embedment! greater than the deepest embedment listed, use value for deepest embedment listed • Anchor Spacing Adjustment Factors 2.0 - s s _ h,., Shear 6 or - Tension s = Amoral anchor spacing s - h. = Minimum depth of ettbednent h,.. - ti,.., = Standard depth of embedment s. 1.0 - - - - - f,, = Manor spacing reduction fader far shear and tension s.. = 1.0 h._ 1 for - I s, = 20 h,,.. I h. z h,. S.. = 1.0 h, for - I Set = 20 h. } h,. <h. < h., 0 i I I i I I I I 1 I 0 0.7 1.0 Anchor Spacing Adjustment Factor (f4) Edge Distance Adjustment Factors 1.5 -5 3.0- S Tansbn y 57 .. r 1.0 -C. I - L h_ I 1.5 Of _ 1 h_ _ I 1 . 1 I 0 t 1 0 - , . 1 . . . . , 0 0.8 1.0 0 0.5 1.0 • Anent Edge Distance Adlusmisnt Antllor Edge Olsaflos Adtlsmsnr Facmr for Tenon Factor for Slier (f _ (f..) c = Actual edge distarce c = Actual edge dista>ce h,. = Minimum depth of embedment h... = Minimum depth of enbedtnent h,,,,, = Standard depth of embedment h„,„ = Standard depth of embedment f,. = Edge dis>anae redlxtim factor for tension f. = Edge distance reduction lacttr for sheer . e,, = 1.5 h._ 1 for r„ = 1.5 h, for C., = 3.011,„ for c.. 1.0 ti„.„ h' zh._ c,,. = t.0 h, } h.. Sh, <h.. c,. = 1.5 h, J h. 2h.. US: 1- 800 - 879 -8000 / www witult .com I HIU Product Technical Guide 2002 1 Camelot 1-800-363-4458 / www.cahill.0ortt 161 FiI`TI Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Influence of Anchor Spacing and Edge Distance f, f (h,,, = minimum embedment) Load Acipatment Factors (Anchor Spat f, I Load Adjustment Factors (Edge Distance) f, Tensile/Shear I Tensile f„ Shear f„ Spacing Anchor Diameter Diva Anchor Diameter Anchor Diameter s in. (mm) V. '/. I '/: 1 '/. '1. 1 in. (mm) '/. '/' I '/= I '/. I '/4 I 1 I 'l. '!. I '!: I '/. '/. 1 We (29) .70 I ::1 ";:i' ; _ -.I 1'/. (29) .30 - i - .L ' 1'/. ( 41) .83 .70 '•'7- �_ '.1 7 1'h ( 41) .97 .80 - =■ 50 I -- = -, - - ® .93 � . j - 2 ( 51) 1.0 .89 . ;P...T.:,.r-. 59 -• - : . - - 2'/. ( 571 1.0 ! .82 ! .70 - 2'h ( 571 .95 1 .30 " -- - 11 I - '_ ' -- -' - 2 1 64) I .86 1 .73 T � 2'1: ( 641 11.0 .34 ' , __ _. , '" ? � • -- 2° /. 1 70) I .91 I . I .70 - - 2'!. 1 70) I I .89 I .80 ; 81 .56 ! " " • 3'/. ( 831 11.0 ! .83 .75 I .70 3 ( 83) I ; .98 ( 87 I .80 ' .96 .67 '- 3'!4 (95) I .90 .81 .75 ` 3' /. ( 95) I 1.0 .95 I .86 1.0 .77 .56 4' /: (114) 1.0 I .89 .82 ! .70 I4' /: 114) I I 1.0 .95 .80 I .92 .67 .54 _ 5 (1271 I I .95 .86 ; .73 5 (1271 I , I 1.0 1 .84 1.0 I .74 I .61 .51 5'/: (1401 I 11.0 i .91 .77 5'/: (140) I I I I I .89 I .81 I .67 I .56 i • _ • • 8 (152) I I I I .95 .30 6 (152) I i i I I .93 I I.89 I.73 I.61 6' /: ( 165) I I 1 1.0 ! .33 6' /: (165) I I I I I .98 I .97 I .79 I .67 ' 7 (178) I I I I.87 7 (178) ! i I 1.0 I 1.0 .35 I .72 .52 8 12031 I i I I 1 .93 8 (203) I 1 I I I I I 1 .97 1 .32 .59 9 (229) I ! I 1 1.0 9 (2291 I I I I 1 1.01 .92 .67 I I I I 10 (254) 1 I I I Mill I 11.0 .74 I I I 12 (305) I I ! i I I 1 I .89 - I I 1 I 14 1356) I I I I I I 1 I I 1.0 s f.=0.3 n +0.40 f,„ =0.4 ry +0.40 f•„ =0.333 c for > s > c, _ s, s,,, forc,>c>� for c, >c>C.. Influence of Anchor Spacing and Edge Distance f„ f (h,,,,,, = standard embedment) Load Adjustment Factors (Arh Spacing) f, Load Adjustment Factors (Edge Distance) f, l Tension/Shear Tension f„ Shear f„ i Spacing Anchor Diameter Ed ge Anchor Diameter Anchor Diameter s Distance in. (mm) 1 /4 I 'h I '/: I 1 /1 '/. I 1 in. (mm) 'l. I 'l. I 'l: I 'I. I '/. I 1 'I. I '/. I '/: I '/. I '/. I 1 2 1 511 70 I . � _ . ' 2 ( 51) .80 _; _._. . _ . 2'/4 (571 - _� ( 57) .85 1 _ . . � 1_ ' - _ --:� - -.. -'--- �[ - . 2'h 641 .78 .70 : ::. - - - , ... - '.._. _ _ 2'h 2'h 1 64) 90 I . 80 I -. 111: - - _ ...4: : .....L....::7. . . 2 ( 7 0) .31 1 .73 I - ' - ° /. 2' ( 701 .95 i .84 I _ 3 i 83) I .89 I .79 I:'..• . . 3'h ( 831 1.0 I .92 ! -7 _ A - - .96 I .67 -. _-- 3 ( 9 5 ) .96 I .85 i .7 _ . , r _ , 3'h i 95) 1 1.0 i .83 : _, ,- - _ : 1.0 I .77 .56 ' . 4'/: (1141 1.0 .94 i .79 I .74 ( -'� 4'/: (114) 1 1 .91 3.5 • -- I .92 I .67 1 .54 5 11271 11.0 ! .83 I .78 1 .72 .., 5 (127) I I .97 i .90 1 .32 -mot 11.0 .74 1 .61 1 .51 : • ; -, r 5'h (1 40) f .87 .81 I .75 • _ 5' /: 11401 I 1 1.0 ! .95 i .86 , i .81 I .67 I .56 • .4. • 6 (152) 1 .91 i .85 I .78 I .70 6 (1521 I I 1 1.0 I .91 1 .80 I ( .89 I .73 1 .61 6' /: (1651 , I .96 i .89 I .81 1 .73 6' /: (165) I I I I .95 1 .83 I I .97 I .79 .67 • • 7 (1781 I 1.0 I .93 I .84 I .75 7 (1781 ! 1 I 11.0 .87 I 1.0 f .85 I .72 .52 8 (203) J 11.0 I .91 80 8 (2031 I I I I .93 I 1.971.82 I.59 9 12291 1 1 I .97 .35 9 (229) I 1 I 11.0 I 11.0 1 .92 I .67 • 10 2541 I I ( 1.0 ' .90 10 (2541 I I I I i 1 1.0 I .74 12 i 305 I I 1 1.0 12 (3051 I i i I i I I 1 .89 14 (356) I I I I 14 (3561 I I ! I I 1 1 1.0 16 4061 f ' ! I 16 (4061 I ■ I I I 1 I 18 (4571 1 I 1 I 18 (457) . 1 I I I I 1 1 f,= 0.3 s -0.40 f,,, =0.4 +0.40 f,,,, =0.333 _E_ h„,„ fort, >c >c„, fort, >c>c.. • 162 US: 1- 800 - 879 -8000 / www.us.hilll.com 1 Hiltt Product Technical Guide 2002 I Canada:1- 800 - 363 -44581 www.ca.hittl.com • Anchoring Systems 101„'■F, Kwik Bolt II Expansion Anchor 4.3.3 4.3.3.4 Installation Instructions Kwik Bolt II Length Identification System Stamp on Anchor 4 A 8 C D E F G M I J K I M N O P O R S T U V W X Y 2 Length at From - 1 /2 2 2 -112 3 3 -1/2 4 4.1/2 5 5-112 6 6-1/2 7 7 -112 8 8-1/2 9 9.1/2 10 11 12 13 14 15 15 17 18 I pia I _ _ . - - Anchor holies But Nat 2 2 -12' 33-12 4 4-1/2 r12 8 _�t2 y" Z -12 !! &12 73 9 -1210< i Y 13 14;. 15 "...Z.: 17__; 1 Stamp on Anchor IAA 88 CC 00 EE FF GG NH II JJ IOC LI. MM NN 00 PP 00 RR SS IT UU W WW 701 YY a i From ' t9 20 21 22 23 24 25 28 27 ZS 29 30 31 32 33 34 35 38 37 38 39 40 Lenoir of Up To . - . - Anchor: But Not 2 0 Z T 22 2 3 24 2 5 - 26- 27" 2 f t 29. 30• - "31 33 34..x•3& - `3 39 " 40; 41 - - pnches) Includng . . -_ .:-..- .:-..- - -. . . _ . . - - 410 Length Identification Mark Kwik Boit II (Stud Version) Installation Instructions r . . •' ! I! . fi r• •. • !!! • '. = I , � ''.. .•:•••:•:''IL r.• ••'.• -.• ... ..•t., ....,•, ..,•.:,•:•.•;-•.-1 t = � I . ; 1. Hammer dnll a hole the same 2. Clean hole with blow out bulb. 3. Drive the Hitt) Kwik Bolt II far 4. Tighten to the recommended nominal diameter as the Hitti enough into the hole so that at torque value with a torque Kwik Bolt II, with or without the least six threads are below the wrench, or if torque wrench is fixture in place —the Kwik Bolt top surface at the fixture, using not available. 2 or 3 turns from II works in a "bottomless" hole. a kiln 2 l hammer. the finger tight posr1lon to ii %—.: _____ ii........ achieve proper anchor setting. Hilti Tamper Proof Nut (HTN) Installation Instructions .4 ...,,., • - 1111M1 4 11101 11.0 4."... 1. Hammer dnll a hole the same 2. Put protective sleeve and 3. Tighten the torque head with 4. Free turning protective sleeve nominal diameter as the Him tamper proof nut on Kwik Bolt oroinary wrench until nut and tamper proof fastener Kwik Bolt II with or without the II so impact section (dog point) breaks away, leaving only remain. fixture in place. Clean note is exposed. Dave anchor far the free spnrang sleeve and with a blow out pump or enough into the hole so that at tamper proof fastener compressed air. least six threads are below the top surface of the fixture. • US: 1.800- 879 -8000 / www.us.hit0.com I H0U Product Technical Guide 2002 I Caned= 1- 800 -363 -4458 / www.ca.hilt.com 163 1141`� Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Countersunk Kwik Bolt II Installation Instructions 1. Drill ` 1 2. Clean 3. Thread �� ` i Post Out completely -- 1 onto i anchor. _� Tap into __J . hole hole law om • v 'rt ;:i.. 4 ` . ` A.• • � • - ., � i4 .- w•... i .-•..;,; '_" �: ,.r..' '..' i.: Y c . : .,..ei. •r ".V Y( j..:.•- °.• : 4 . . r, • •7 '0.. �� r y ' 11 :011 , � .4 :y i . `. •v t ;! �. ✓74T tV' .t• . s �'`.. te r .. ' •• , v;14 i';u• • + � a ti:'". • - .:.f.'1 t.w c7�• > • _ .'.' • . J I • , Tyra! �., 0 g l j ' ' ` 4. loosen S . Ta a B TI Men screw 2 full 1. 1. l turns I \ r WV :• I . ,.....:;''.• . , • :, ,V2.::,! y .... ..0 . �•: • - .:_ : f 7' _ �•. <i : . �•r:•r• c • :r. • •, . 4 - ; e ?tip' ° — A >� �yLgA•y $ • _ e;'. ;1! ) . . • ' ' • .l. '.�/ . -7' , I ✓ -•• rLe ' •i:; V; iy .� _ r� • b '� r G .�. , • k � i J. .. '•^ l� :j � . •; �., �. y. : . i .' j .:. • +M ✓•�•, ' M, ��,f.- r7. .... i , Kwik Bolt II Rod Coupling Installation Instructions • � • ..C ':: :` . i P 3. �'r •.• .6 Y C ,.«_. t' l•• ' II C;:%1111--- 1.Onll ' 2. Clean ( 4. Tighten Hilt Ceiling Kwik Bolt (HCKB) Installation Instructions '........a-:::-, � ; � c • Cc 0 � _ . C • =S 0��i 7 `,.... - .... o • v �C s... l /� U � �' O 0 0 11, ' v . ✓.-►\ Q 0c3 :Jo c-• V�T) . • •, -• ..� ° • ,] = • QiN °,'- •000• o� al: +. C. ---.'s.-...)‘• ^ J I -, • /1 R o L 1. Onll 2. Tap-in 3. Pry down - 4. Secure ward .� i 1 164 US: 1 -800- 879 - 8000 /'mew us.hittl.com 1 Hitt! Product Technical Guide 2002 I Canada: 1 / a vww. ca.rliti.com Anchoring Systems C2:121Z Kwik Bolt II Expansion Anchor 4.3.3 4.3.3.5 Ordering Information NOW -- , l'i+4111111111=1111111111111111111.1.41 T I stud *aim Stud Nrrsias- rtry mind iliiiiimMillniN cauldro n Versiee Rods I Hilti Tamper Proof Nuts (HTN) Description Rts Bolt Size in. Embedment Item No. Box Qty Use With Torque ft -lb 38 HTN 3 /e NI 00071689 50 AU 3/8' HKBU 23 12 HTN -M '/z > h,,,,,, 00071690 50 1/2'1110311 40 12 HTN -S0 '/z > h , 411 , 00071691 50 1/2' HKBII 65 12 HTN -CSM 1 /2 >_ h,,,,, 00248311 50 112' HKBU 65 58 HTN -S0 S/e >_ ham 00071699 25 5/11' HKBU 110 ■ HTN Removal Tool Oescription I Item No. For HTN Size MI MIR HTN Removal Tool 38 00070973 Vs • KIN Removal Taal 1258 00260212 42 S COQICa) US: 1- 800 - 879 -8000 / www.u.s.Thltl.com I IOU Product Tecldeal Guide 2002 I Caasde 1- 800 - 363 -4458 / www.a,htltl.cam 165 IMIL. "I Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Item Number Description Thread 304 I 316 I 304Sldittless Carbon Diameter x Length I Length Threads Box I Carbon Stainless Stainless CatlbbnSbed Seel StlxlHod RCM in. in. (mm) per Inch Quantity Steel Steel Steel Coiartersurc+ Coudeet Coupling 1 /4 x 1 /4 3h (19) I 20 I 00045359 00220984 — ! — I — — — '14 x 2 ( thread) '/n (11) I 24 I -- — ! — 00045427 I — — — 1 /4 x 2 3/4 (19) I 20 00045260 00220985 j 00238483 ! --- 0029630 1 /4 x 3 (3hs" thread) 7 / (11) I 24 - -- — I — 1 00045428 00045435 — 1 /4 x 3 3/4 (19) I 20 100 1 040045361 00230986 ! 00238484 I — — — 1 /4 x 4 ( /»" ttuead) Ins (11) I 24 ---- ! I — 1 00045429 1 /4 x 4 1 3 (76) 20 00045378 00045404 ! — I — — — 1 /4 x 5 (ohs" thread) 1 /111 (11) I 24 I — I — 00045431 — — 3h x 2 I rh (2a I 00045362 ' 00230394 I — 00045431 — 00045438 1I. (28) 00045363 00230395 00238486 00045432 3 /4x — • 13/4 ( 44) 16 00331952 00331962 I — I — — 3 /s x 3 111/s (28) 00045364 ' 00230396 r 00238487 I — — 2' /z (38) 1 00331 00331963 I — 1 — — 3 /s x 4 (NW thread) I 3 /u (151 I 18 ---- — I — 1 00045433 00045436 3h x s , Ws (28) 00045365 00230397 I — 00045434 3'h (82) 16 00331954 ' 00331964 — I — 3 /s x 7 14 (101) 00242538 00045405 I — 1 /2 x 2 1 1 (32) 50 00045366 00229232 I — v: x33/4 l V/ (32) 00045 367 1 00229223 1 002338491 2 (57) 00331955 13 00331965 2`9 I — 1 (32) I 00045368 00077 00238493 • '/z x 4 3 (76) 1 00331956 00331966 ! — 1'/4 32) I 000 00229234 ;00238492 '/z x 5 3 (76) 00331957 00331967 — '/2 x 7 1 4 (101) 00045379 ' 00229225 — s/s x 3 1 /7 (38) I 1 00045370 00045394 00045475 5 /1 x 43h 1'/2 ( 38) 00045371 00045395 ! 00045476 12' /z ( 631 25 00331958 , 00331968 I — 1/8 x 6 11' /z (38) 1 l 00045372 00045396 00045477 3 /11 x 7 I, rh ( 00045373 — ! — 4 (101) 00331959 ' I sh x 81/2 1 3 (89) 00045380 00045407 I — 3 /4 x 10 ( 4 (114) 00045381 00045408 -- 3/4 x /.' 1 (381 1 00045374 00045398 00045479 2 (63) 00331960 00331969 I — 3h x 51/2 11/2 (38) I 20 00045375 00045399 00045480 3 1891 00331961 00331970 I -- 3 /4 x 7 1'/2 (38) 10 1 00045376 00045400 I -- 4'/2 (114) 00332043 -- I — 3 /4 x 8 11 (381 10 0004537 ' 00045401 — 3 /4x10 — — 41h (114) , 00332045 00045409 00045490 3 /4 x 12 14'h (114) 1 00045415 ; 00045410 I — 1 x 6 12'/4 (57) 00045412: 00045402 00045483 1 x 9 1 2 1 /4 (57) 8 5 00045413: 00045403 I — 1 x 12 141/2 (114) 00045416 i 00045411 I — 1. No 2' 0.0. washer. 2. Round Past Nut heads available an special order. Coact the Hilt Customer Service Department for details 166 US: 1- 800 - 879 -8000 / nrww,u:f,hdttcom I HIM Product Technical Guide 21702 I Candor 1 - 800 - 383 / yrww. .hI ,can SPRINKLER HEADS Bulletin 153 Rev.0 m ® Mode! F3 Dry Sprinklers 5 , W i Features 1. The Model F3 Sprinkler utilizes Belleville Spring . j. .t Closure Technology •- 2. Styles available t . t ' 'y ab e for Model F3 Dry Sprinklers: - a • Pendent , 4t . . . = • Recessed Pendent . - 7 • Concealed : ' • Horizontal Sidewall ' t • Recessed Horizontal Sidewall • 3. 11/2" " (38mm) escutcheon adjustment on pendent ' - ` - ' . . -' . .� . sprinkler. Cc cealec - 4. 1/2" (13mm) escutcheon adjustment on recessed '7. . -, • - ; - • i sprinkler with push -on /thread -off FP Model -• - �- escutcheon ring. - - . • . -. ma y. 5. /a" (9.5mm) cover plate adjustment on concealed '" ' - -'- , :-.. 77. : -. sprinkler with push -on/ thread -off CCP cover. iv i ' —' • 6. Attractive appearance. Employs 5mm frangible - 1 glass bulb and galvanized nipple. + • - .� "'mi . ' 7. Lengths available to accommodate installation -. - ` -- dimensions from 2" - to - 48" (51 mm - to - - • 1219mm), in t /4" (6mm) increments. ' - - - - . 8. Available in a variety of plated and painted finishes. Recessed Pendent 9. U.S. Patent Numbers 5, 775,431 and 5,967,240. • t Approvals 1. Listed by Underwriters Laboratones Inc. and UL Certified for Canada (cULus). Stye I Response! item Type Hazard I ;Pendent I Recessed Pendent CCP • R53 a ortcealed I Wet Pi U M I Standard I pry Pipe Ordinary I I g , Honzontal Sidewall I All Preacaon Fender: Recessed Horizontal Sidewall I i (P53341 1 i I 2. Certified by FM Approvals w Style i Response; s raw Pe Hazard • =- _ Pendent 1 • Recessed Pendent Net Ppe Light . .L CCP Concealed Standard A I�Preacoon Groups ''=r ` tjt' (R53141 18,2 . •- Honzontal Sidewall Wet Roe I .r Recessed Honzontal Sidewall 1 Standard On/ Pipe Ught (R533) All Preacoon ' o 3. NYC MEA 258 -93 -E .L...." Hcrizcntal Sidewall . The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon. New York10552 Model F3 Dry Pendent Sprinkler "A" Dim. ' 2"10 4 8" r51 mm to 1219mm) in ', :' !Barr) increments 1 Finishes" - `� -- 1- -./--- t ter-,P, "Sprinkler Sprinkler ' Escutcheon .-- - +--•T-- - -• -i -- 4- Bronze ; Brass l y � " ' r_ _ • Chrome Prated Chrome Plated sr...•. r.. White Pamtec White Lead Plated Wax Coated 2 1 i I i• WC I Wax Over Lead ' " '' -,e' a ,,� , ( / yiq ° , d ° 1 "" N Other finisnes and colors are available :.n special order. Consult ., �` "'"' i I 43/64. l lac :dry for details. _, 1 /• • (-n- 7Sn..i (.247".) I. I V2• (3a .. io..l ''White painted sprinklers will have cnrome crate° can. s.,`... c... r ar 44114414.4. t ,' "' 155 °F (68 °C) to 200 °F (93 °C) rating only. I ;- i //»4• " (s+.7s....t "' 212 ° F (100 ° C) brown wax may be used on 286 °F (141 °C) sprinklers t"Y - I 1., ' /4- (6.21..I makiwk when maximum ceiling temperatures do not exceed 150 °F (66 °C). ` . wr Standard Temperature Ratings sprinkler 140194141 � i lt01 ( 4I1-25 ‘ .. " :1 Temperature I Max. Bulb Classification Rating I Ambient Temp. Color '/4- (anal ' Craina ; 135 °F (57 1 c (38°C) s (15X(15X64 , 441 11,•1411 ry (57 C) 1 100°F („8°C) 'Orange (7 Orcinary 1155 °F (68 °C) 100 °F (38 °C) Red ,Intermediate 200°F (93 °C) 150°F (66 °C) ;Green IHign '286 °F (141 °C) 225'F(107°C) lBlue Sprinkler Can and escutcneon fabricate° of brass for better weather resistance in exterior applications. Note: The sprinkler Can protrudes' /." when escutcheon Sprinkler Guard: Model C -2 is in nominal position. Escutcheon adjustment provides +'/4" ( +6mm) to -V/4" ( -32mm) "A" Sprinkler Installation Wrench: dimension adjustment range. Model G3 Sprinkler Wrench Sprinkler Identification Number (SIN): R5314 Model F3 Dry Pendent Recessed Sprinkler . "A" Dim. 3' /a' d air ;89rm io 1219rm1 rorerrents , Finishes'" t - -- - +- - , ter Sprinkler • Escutcheon ,.__ +. _+__ - Bronze Brass '„l___� i R_____,' Chrome Plated 'Chrome Plated ~ ,\ White Painted White _ *MOM TOO '' Other finisnes ana colors are available on special order. - Consult factory for details. Cup remains unrrrnsned. 1' 14111 Onry the escutcheon will contain desired finisn. 2 1 /2" d► Standard Temperature Ratings " d" mow. �l ! 1 Mn. *ergo 2 19 /e. d.. Sprinkler Max. • I (11_15...; (51L.51...41 illi Temperature Ambient Bulb — w Pewefo.. • Classification Rating i Temp. Color a f "°""'0" s ,,., r „ . Ordinary 135 °F (57 °C) 100°F (38 °C) 1 Orange w �` Orcinary 155°F (68 °C) ' 1C0 °F (38 °C) ! Red 1j �� .. tn.rw... Intermediate 200 °F (93°C) 150 °F (66 °C) (Green _1 / 'r' Hign' 1 286 °F (141 °C) 225 °F (107 °C) i Blue �� '�'� 1 / 4 ' (6.31kr.41 Sprinkler cup and FP Escutcheon fabricated of steel and J , recdmmenoea for interior applications. 1 /4' (11-15.....1 s i i MIMS • 'Listed an° Certified only dy cULus. l/r 12 -70...1 raw Sprinkler Installation Wrench: Mcdel 03 R/C Sprinkler Wrench Sprinkler Identification Number (SIN): R5314 Note: Do not install the Model F3 Dry Pendent Recessed Sprinkler in ceilings which have positive pressure in space above. • 2. Model F3 Dry Pendent Concealed Sprinkler "A'' Dim. 3Y -'• o 48" (89mm to 1219rrrrl n 1/4" (Earn) increments CCP Cover Plate' Finishesm _ Standard Finishes 1 Special Application Finishes i s 1�1 —F Chrome Plated . Bright Brass Plated , i __ 5 - - — _ _ White :Black Plated - ._ Black Paint _� .-=- fi i Off White srt.et Tr Satin Chrome 1 1.• • — 1 ' i Utilizes the /" cover plate with'" 1otai ac;ustment. t' NR Other finisnes anc colors are available cn special order. 2 1/2- No Consult factory for cetails. i ( 1.35„m) • A - Dimension ," Standard Temperature Ratings i " : "' ;/;s -° " 2 19/6 aa. (t4.76e.n) (mil Nominal Position emperature ; Cover Plate Classification T Rating 1 Temp. Rating 1 Temp. or Co.«pole Imy Ordinary 135 °F .(57 °C) 1135 °F (57 °C) 1100 °F (38°C) Ordinary 155 °F (68 °C) 1135 °F (57°C) 100 °F (38°C) --- =� C°`e1O10re Intermediate 200 °F (93°C) 165 °F (74 °C) 150 °F (66 °C) l 2'_°"' ' r' f Hign 286°F (141 °C) 164 °F (74°C) l 150 °F (66 °C) cano i 3/ I 6 te.76nvw) Sprinkler cue fabricated of steel and COP Cover Plate fabricated of le..tolet. Aei,wem.M - brass and recommended for interior applications. 3/16 (• 7Mrn) Co.s t. Mivalmant 3 6 /16' Cee. ' Listed and Cartified only by cULus. 3/6- [9.53.m^1 DM. ' ate Total wrymn.M Sprinkler Installation Wrench Model G3 R/C Sprinkler Wrench Note: Do not install the Mcdel F3 CCP Pendent Sprinkler Identification Number (SIN): R5314 Concealed Sprinkler in ceilings which have positive pressure in the space above. Model F3 Dry Horizontal Sidewall Sprinkler . "A•• Dim. 2" to 48 "'51mm to 1219mml in '6" (6mm) increments ! Finishes' I itr !36 enn 1 Sprinkler Escutcheon r. .�.._..- -.._ Bronze Brass i r i r °— °- -- - - -- - ° - r ;Chrome Plated Chrome Plated I -1 .. .- (,o,.6ar.J tin White rr,.. 1 1/• '3.73,.,) — u 30..6Gme 11a.. [White Painted'` , " 7 -� ,/e (635...1 10 Other finishes and colors are available cn special order. Eaartan.ee Adjustment Consult factory for details. I r NPT i iN f 2 3/37 'a White painted sprinklers will have chrome plated can. " �1 M ; _}___, -• .' (31�.e, 1el I� 4 — i _2111111111 Standard Temperature Ratin fy1 ! -. (7620 Sprinkler T --' i Temperature i Max. Ambient 1 i 2, /e- 21..1 I. 1 Classification Rating I Temp. Bulb Color (� , (`7 I ,... ",.w I 1/4 (6.33mm) Ordinary 135°F (57 °C) 100°F (38 °C) I Orange se.,.. C.., "'°'^"°^ w, Ordinary i 155 °F (68 °C) ■ 100 °F (38°C) Red • A - a",.e.•° I Intermediate �' ° 200 °F (93 °C) I t50 °F (66°Cl Green '°Nat"'°"' Nomiia1 Poeilon Hign ' 286 °F (141°C) ; 225°F (107°C) !Blue WNW WNW - • i js -n.7�1 0l Escutcheon Sprinkler Installation Wrench: Model G3 Sprinkler Wrench. Note: The sprinkler Can protrudes 1/4" when escutcheon is in nominal position. Escutcheon adjustment provides + 1 /4" ( +6mm) to -1 ( -32mm) "A" Sprinkler Identification Number (SIN): R5334 dimension adjustment range. 3. Model F3 Dry Horizontal Recessed Sidewall Sprinkler "A " Dim. 3Y i" o a8 . f89iriin1219rt'rn)h'/. "(Ertm)increments I Finishes r--- -- -:-:.3. isr • Sprinkler Escutcheon i L� Bronze «�^ Brass E�-^ I'''..!. t . Chrome Plated Chrome Plated r r .,,�,.� White Painted White sr... r« c. i ,'l Paz...° "Ctner finisnes ano colors are available on special order. Consult r NM i —�'- factory for cetal's. ! ,___ __. T } ;; ,_Z. I Sonnkiers Can and FP Escutcheon are fabricated of steel for better ±;rt- 1 1 { 1{ 4. f -- - -- i 7 a. weather resistance in exterior applications. = ' . ' I` 2 w.. VW. I .s: 2 '/~- Standard Temperature Ratings 1 u . &. o.°«.... 1/2' [12_7~1 .4. c. w�rr.. ,y.+m.. .. Sprinkler Max. Bulb ,..m • yr -o --+ Classification , Temperature Rating ! Ambient Temp. I Color c•17-7 -0I Ordinary 1135'F (57 °C) 100 °F (38°C) Orange Ordinary !155'F (68 °C) 100 °F (38 °C) Red ( Intermediate 1200 °F (93 °C) 150 °F (66°C) Green - High' 286 °F (141 °C) 225 °F (107°C) Blue • Listed and Certified only by cULus. Notes: Do not install the Model F3 Dry Horizontal Recessed Sidewall Sprinkler in walls which have positive pressure in their side space. • Recessed Horizontal Sidewall sprinklers are listed by cULus for installation of min. 4" (100mm) Sprinkler Installation Wrench: - to - max. 6" (150mm) below ceiling, and FM Model G3 R/C Sprinkler Wrench approved for installation of min. 4" (100mm) - to - Sprinkler Identification Number (SIN): R5334 max. 12" (306mm). Technical Data Ordering Information Orifice Size: 1/2" (15mm) Specify: Thread size: 1" NPT per ANSI 32.1 1. Sprinkler Type (select one): Working Pressure: 175 psi (12 bar) (a) Model F3 Dry Pendent Nominal K Factor - US / (Metric): 5.6 / (80) (b) Model F3 Dry Recessed Pendent Product Description (c) Model F3 Dry Concealed Pendent • Reliable Model F3 Dry Sprinklers are standard (d) Model-F3 Dry Horizontal sidewall response sprinklers utilizing a durable 5mm frangible (e) Model F3 Dry Recessed Horizontal Sidewall glass bulb. Model F3 Dry Sprinklers are intended for use 2. Sprinkler Temperature Rating. in dry and preaction systems and in areas subjected to freezing temperatures, such as freezers and unheated 3. Sprinkler Finish. portions of buildings. 4. Cover Plate /FP Escutcheon Finish. Operation 5. Length: "A" Dimension (face of tee to face of ceiling The glass bulb consists of an accurately controlled or wail) in 1 /4 " (6.4mm) increments. amount of special fluid hermetically sealed inside a Note: precisely manufactured glass capsule. When the temperature increases sufficiently due to a fire. the bulb 1. The "A" dimension is based on a nominally gauged shatters allowing operating parts to clear the waterway. pipe thread "make -up" of .600' (15mm) per ANSI This enables the inlet seal to release air or water and 82.1 [7 1/2 threads approximately]. subsequently, cause water flow over the deflector in a 2. All platings and paintings are decorative and uniform spray pattern, controlling or extinguishing the fire. intended for interior use. 3. Acceptable appearance in conditions such as parking garages is generally provided with bronze sprinkler, brass cup and escutcheon for the Model F3 Pendent only. 4. General Installation Instructions Model F3 dry sprinklers must be installed only in L. standard (ANSI B 16.4) pipe tees even at branch line ,• ends. Dry sprinklers should not be installed into elbows - and into pipe couplings located cn drop nipples to the sprinklers. The "A" dimension of a dry sprinkler, which extends into freezers from wet pipe systems, should be i selected to provide at least 14" (356mm) between the freezer's outside wall or ceiling are the wet pipe line. n 1. Cut the specified size hole (see ilustrations) for the nr:� • sprinkler in the ceiling directly 'n line with the tee. 2. Apply pipe joint compound to :he 1" (25mm) pipe threads and install sprinkler using the Model G3 or 33 R/C Sprinkler Wrench as scecified. 3. Install the Model FP push-on / thread-off escutcheon or CCP cover plate if required. Fig. 1 - G3 R/C Wrench Note: Installation of the Model F3 Sprinklers in copper pipe systems is not recommended, as this may reduce the life expectancy of the sprinklers: Model F3 Concealed and Recessed • Installation Instructions • The Model G3 R/C Wrench (Pg. 1) is designed to locate on the wrenching pads of the Recessed sprinkler while centering in the cup. A standard 1 /2 drive ratchet may be used to drive this wrench. Figures 1 and 2 show sequentially the insertion of the wrench. First, the wrench, with its jaws above the sprinkler deflector, is moved laterally until centered n with the cup. Then raise the wrench inside the cup until its jaws engage the sprinkler's square wrenching pads (Fig. 3). To remove the wrench, follow this procedure in reverse order. Care should be taken to Fig. 2 G3 R/C Wrench avoid striking the deflector with the wrench. 9 • Model G3 Wrench (Fig. 4) is used for installation of Pendent and Horizontal sidewail sprinklers. Maintenance The Model F3 Dry Sprinklers snould be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove oust by using a soft brush or gently vacuuming. Remove any sprinkler which had been painted (other than factory applied) or damaged :n any way. A stock of pp: :. Mo ds: 03 spare sprinklers should be maintained to allow quick R.�....e replacement of damaged or operated sprinklers. Prior con«;a,� to Installation, sprinklers should be maintained in the w.e^cn • original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non - operation. Fig. 3 - G3 R/C Wrench IMP Fig. 4 - G3 Wrench • 5. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Supertrol electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presentee in this bulletin is robe instated in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Researcb Corporation. or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable nave been protecting lite and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout Rte United States. Canada and foreign countries. Manufactured by Recycled The Reilable Automatic Sprinkler Co., Inc Paper (800) -1588 (800)848-6051 Sales Office Sales Fax (914) 668-3470 Corporate Offices Revision lines indicate updated or new data. www.rerabNapnnklar.com Internet Address E.G. Printed in U.S.A &el pM 9agenovie Bulletin 117Rev.Q Co Reliabl Model Fl Model Fl Recessed 5 slimmummommiiliE Standard Response Spr i C The Designer I® Model Fl Sprinkler Standard Upright -- i M_. Standard Pendent - • Extended Coverage Pendent ! Conventional ' .. ' \i Vertical Sidewall • Horizontal Sidewall Upright Pencent • - HSW 1 Deflector Horizontal Sidewall Extended Coverage - EC-6 Deflector . The Designerl Model Fl Recessed Sprinkler 1 Recessed Pendent - Recessed Extended Coverage Pendent F Recessed Extended Coverage Horizontal Sidewal Vertical Sidewall Conventional Approval Organizations 1. Underwriters Laboratories Inc. s 2. Underwriters' Laboratories of Canada I - • 3. Factory Mutual Research Corp. < _: s 4. Loss Prevention Council I 5. NYC BS &A No. 587 -75 -SA , 6. P!eniere Assemblee Horizontal Sidewall Recessed Pendent 7. Verband der Scnadenversicherer i . 8. NYC MEA 258 -93 -E j / � J UL Listing Category » a. .1. n_., ` G 0 Sprinklers. Automatic & Open (VNIV) �'' � r Product Description Extended Coverage Recessed Extended . The F1 Glass Bulb Sprinkler combines the durability of a Horizontal Sidewall Coverage Horizontal standard scnnkler with the attractive low profile of a decora Sicewail tive spnnkler. Whether installed on exposed piping or in an j i office ceiling, it is functional and attractive. The Horizontal � and Vertical Sidewall Sprinklers provide an equally attractive appearance wren ceiling piping cannot be used. I 1 ,i `. 1 Beautifully versatile is the description for the Reliable `� j Model F 1 Recessed Designer glass bulb sprinkler. Re- .� cessing The Desgner enhances its already low profile dec- orative appearance, and facilitates a rapid and perfect Ex[enced Coverage Recessed Extended installation. Pencent Coverage Pendent Model F1 Recessed Designers escutcheon is highly ad- At normal temperatures, the glass but contains the fluid in justable. The two piece construction makes field installation a both the liquid phase and in the vapor phase. The vapor very easy and rapid task. This also allows ceiling panels to phase can ce seen as a small bubble. As heat applied, the later be removed without shutting down the fire protection liquid expands forcing the bubble smaiier arc smaller as the system, :hus facilitating maintenance of above ceiling ser- liquid pressure ncreases. Continued heating forces the liq- vices. uid to push cut against the bulb. causing the glass to shatter, • The Designer Automatic Sprinkler utilizes a frangible opening the waterway and allowing the deflector to distribute glass bulb. The glass bulb consists of an accurately con - the discharging water. trolled amount of special fluid hermetically sealed inside of a The F 1 Sprinkler temperature rating is identified by the precisely manufactured glass capsule. This glass bulb is color of the g.ass bulb capsule as well as frame color where specially constructed to provide fast thermal response. applicable. • The Reliable Automatic Sprinkler Co, Inc., 525 North MacCuesten Parkway, Mount Vernon, New York 10552 Model Fl Upright, Pendent & Conventional Sprinklers Installation Wrench: Model 0 Sprinkler Wrench T 1 I L L I !: TI Upright Pendent Conventional Upright (2) Installation Data: Nominal i Sprinkler Nominal i Thread K Factor i Sprinkler Approval Identification Orifice i Size I Height Organization Numbers (SIN) ! US I Metric i Upright ! Pendent Standard- Ucnght (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position 1/2^ (15mm) / NPT (R1/2) 5.6 80 2.2" (56mm) 1,2,3,4,5,6,7 I R1725 R1715 ' %" (2Cmm) ' 3 4" NPT (R 3 .4) " 8.0 I 115 • 2.3 "'58mm1 t 1,2,3.4,7.8 R1722 81712 I '.z" (15mm)`' ' /z" NPT (RY/) • 5.6 1 80 2.2" (56mm) 7 81795 R1705 l '%2' (20mmp' v4" NPT (814) 8.0 115 2.3" ( 58mm) 7 R1792 I R1702 ;! (1 1mm) 1/2" NPT (R1/2) (2) 4.2 60 2.54" (65mm) 1,2,8 R1723 I R1713 "i1Cmm) 2 NPT (RY2) °1 2.8 40 2.54" (65mm) 1.2.8 R1721 R1711 ICmm XLH ' R e 4 2 60 • 56.1mm 4 6,7 ' R1724 I R1714 11 Conventional - Install in Upright or Pendent Position 10mm XLH R'i • 4 2 60 56.1mm , _ ' R1774 15mm ' ' /z" NPT (R1/2) • 5.6 80 56.1mm ' 4,6,7 R1775 20mm : 3/4" NPT (R?) • 8.0 115 ' 58.1mm • 4,7 R1772 "' LPC Approval up 286 °F (141 °C) (21 Small Orifice (dentifieo by a pintle extending oeyona the deflector. (3) FM Approval for SSU only, up to 200 °F (93 °C). I (4) VoS Approval for Intermediate Response 155 °F (68 °C) only. 2. Model Fl Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench ..-- 2 ' / . • . . D4 .2. (22.2 .w/ �- r ryrp as --.. r•�2mml r - y a V— 1•I ',7 '� rt.w CWT. - - - - - - �,..., • ,,.n..' .22 9.2.2261. t ' !, n in r �, r — RJr •1 C rR „�� r�! F1 Recessed 1111 4 W W - ' J t�!1� rss+ -r I. r -r . ca When installed directly into a tee, the escutcheon dimension's adjustment will be recuced. Installation Data: Nominal Nominal Thread K Factor Sprinkler Approval Sprinkler • Id Orifice Size ; Height . Organizations Numbers (SIN) US ' Metric Numbers (SI ,• (15mm) I ," NPT (RA,) 5.6 80 2.2" (56mm) I 12,3'' I R1715 ";," (20mm) i y," NPT (R?;) ! 8.0 I 115 I 2.3" (58mm) 1,2,3" 1 ,4,8 I R1712 I. • •" (15mm)'" I ," NPT (R, ✓,) I 5.6 ) 80 I 2.2" (56mm) i 7 ! R1705 ",," (20mm) I Y" NPT (R?;) 8.0 I 115 2.3" (58mm) i 7 R1702 '!," (1 1mm)'a I ;" NPT (R' /?) 4.2 I 60 2.54" (65mm) 1,2,8 i RI713 v," (10mm) `a ," NPT (R'/:) ! 2.8 40 i 2.54" (65mm) 1.2,5 ` R1711 10mm I R ; ! 4.2 60 I 56.1mm I 4 R1714 (') FM Approval • Light Hazard - No Limitations. • Ordinary Hazard - Groups 1 & 2, Wet Systems only. ' Identified by a pintle extending beyond the deflector. cr LPC Approval is XLH, OHI and OHII Occupancies only, 57°C through 93•C ratings. I j 41 VaS Approval for Intermediate Response 155 °F (68 °C) only. 3. Model Fl Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Vertical Sidewall U.S. Patent No. 6,374,920 Installation Data: Nominal I Thread Nominal K Factor Sprinkler Approval Sprinkler Orifice Size Height Organizations Identification US I Metric I Numbers (SIN) _" (15mm) y" NPT (R =) i 5.6 80 2.2" (56.1mm) 1.2.3,4 6 ,8 R1785 t° LPC Approval is pendent only, 57°C through 93 °C ratings. Sprinkler Deflector to Type Ceiling Distance (Min. - Max.) Unrioht 47102mm) - t2 "(305mm) Pendent 4"(102mm) - 12' 305mm) Model Fl Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Am p Horizontal Sidewall Installation Data: Nominal Approval Organizations Nominal I Thread K Factor Sprinkler pp g Sprinkler Identification Orifice Size Length Light Ordinary Numbers (SIN) US Metric Hazard Hazard %r" ( 15mm) I W NPT (R1) 5.6 80 I 2.63" (67mm) 1.2.3,5 1,2.5 I R1735 Note: UL arm ULC Listing permits use with F 1 escutcheons, light hazard only. • 4. • Model Fl Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model D Sprinkler Wrench $>` �� Approval Type: Extended Coverage - Light Hazard Occupancy .f + Installation Data: \ Nominal .1 t� Nominal Thread ; K Factor Rating Identification or ' S prin k ler I Approval I Temper ature Sprinkler • • Orifice Size Height IOrganizationsr US Metric; °F ! ,C Numbers (SIN) I (2Cmmi �," NP' (8 8.0 115 2.2" (56mm1 I 1,2.8 1 135; 155 ; 57 68 R1742 Extended Coverage •:" , 15rr.mf NPT (R'/2) ; 5.6 80 2.2" (56mm) t 1,2,8 I 135; 155: 57: 68 ' R1745 Pendent COVERAGE AREA ' Pressure I I Flow Rate Nominal Max. Area I K =8.0 (115) ' K=5.6 (80) Width x Length qpm Umin psi • bar psi I bar ft. x ft. I m x m I 26 98.4 10.6 ' 0.7 21.6 1,5 16 x 16 4.9 x 4.9 ' 33 125.0 17.0 ■ 1,2 34.7 2,4 18 x 18 5.5 x 5.5 40 ' 151 4 25.0 ! 1,7 51.0 , 3,5 . 20 x 20 6.0 x 6.0 Model Fl Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model RC1 Sprinkler Wrench -2 , ,4 • .411 Approval Type: Extended Coverage - Light Hazard Occupancy [""""' - , '1/ or , I sue.../ r c r• t Y•• xtA,mr 4 t i ts. a 1 iu ... / ,w cat...► - - - - 1 1 7/Y ASV= Jell goer - - rr [1Sw.n f , xn...! • ., i �, . .__ = _ r „/,.• • -ma __. [,. m., / _ i � r/ / /__ r I, �_. mss✓ 12�.., .v d ..../ Extended Coverage 1 [ t Recessed I UMW 1 17/y OA [ -, "'When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Installation Data: Nominal I Temperature Sprinkler Nominal Thread K Factor ! Sprinkler I Approval Rating Identification Orifice Size US ! Metric Height i Organizations i ,F °C ( ) Numbers (SIN) NPT (R 8.0 115 2.2' (56mma I 1,2,3 135; 155: 57; 68 I R1742 , ' Smm) NPT (R1/2 ) ' 5.6 I 80 I 2.2' 56mm 1 1 2.3 I 135 155 57: 68 I R1745 ' COVERAGE AREA Pressure Flow Rate Nominal Max. Area Width x Length K =8.0 (115) , K =5.6 (80) gym Umin psi ' bar psi i bar I ft. x ft. m x m 26 984 10.6 0.7 i 21.6 I 1,5 16 x 16 4.9 x 4.9 33 :25.0 170 ! 1,2 34.7 2.4 18x 18 5.5x5.5 40 1 51 4 ' 25.0 1,7 , 510 I 3.5 20x20 6.0 ; • 5. Model Fl Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -6 Glass Bulb: 3mm 155 °F (68 °C) Standard, Unless 5mm 135 °F (57 °C) is Specified Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage — Light Hazard Occupancy • Extended Coverage Horizontal Sidewall I nstallation Data: Temperature Sprinkler Nominal Thread K Factor Sprinkler Approval Rating Identification Orifice Size US Metric Height Organizations i , °C ,Numbers (SIN) NPT ' (20mm) 11: R'/. I 135 (5mm bulb) 57 ( ) 8.0 115.3 2.75" (70mm) 1,2,8 R1762 155 (3mm bulb) I 68 COVERAGE AREA Deflector to Max. Area j Flow Rate Pressure Width x Length Ceiling Dimensions (Min. - Max.) ■ qpm Umin psi bar ft. x tt. I m x m • 36 ; 136.3 20.3 I 1,4 16 x 22 4.9 x 6.7 4 - 6"(152mm) 39 I 147.6 23.8 1,6 16 x 24 4.9 x 7 3 4'(102mml - 6"(152mm) 6. Model Fl Recessed Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -6 Glass Bulb: 3mm 155 °F (68 °C) Only Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Extended Coverage — Light Hazard Occupancy wrIZU rJ/rr /d (J.2 ( �e/... :. m '5/...( r 1 ; 4 ej NOW 50•MIT =AO _ ROSS. v r ryrr sa _ gill c :. 227/1 OK Recessed Extended Coverage Horizontal Sidewall .Q,,. �.+ ii ` i °' VAiinVer (ra1...( ( "When installed directly into a tee, the escutcheon dimension's adjustment will be reducea. Installation Data: Nominal Thread K Factor Sprinkler I Approval Temperature Sprinkler P PP Ratlnq Identification Orifice Size Height Organizations US I Metric ! g g ° °C I Numbers (SIN) ' (20mm) ! ;" NPT (R3/4) 8.0 I 115.3 1 2.75" (70mm) I 1,2.8 155 ! 68 R1762 COVERAGE AREA Deflector to Ceiling Flow Rate Pressure yyldth x Length Dimensions (Min. - Max.) qpm Limin psi I bar ft. x tt. m x m 36 136.3 I 20.3 1,4 I 16 x 22 4.9 x 6.7 14'(102mm) - 6'(152mm) 39 147 6 23.8 1.6 16 x 24 4.9 x 7.3 4'(102mm) - 6 "(152mm) l • 7. Model Fl & Fl Recessed Sprinklers Maintenance Application The Models Fl and Fl Recessed Sprinklers should Model F1 and Fl Recessed sprinklers are used in fixed be inspected quarterly and the sprinkler system main - fire protection systems: Wet, Dry, Deluge or Preaction. tained in accordance with NFPA 25. Do not clean sprin- Care must exercised that the orifice size, temperature rat- triers with soap and water, ammonia or any other ing, deflector style and sprinkler type are in accordance cleaning fluid. Remove any sprinkler which has been with the latest published standards of the National Fire Pro- Painted (other than factory applied) or damaged in any tection Association or the approving Authority Having Way. A stock of spare sprinklers should be maintained Jurisdiction. o allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be Installation maintained ;n the original cartons and packaging until Model Fl sprinklers are standard response sprinklers in- used to minimize the potential for damage to sprinklers tended for installation as specified in NFPA 13. They must that would cause improper operation or non - operation. also be installed with the Model D Sprinkler Wrench specifi- cally designed by Reliable for use with these sprinklers. The Model F1 Recessed Sprinklers are to be installed Temperature Ratings with a maximum recess of /a inch (19mm). The Model Fl Sprinkler Maximum Ambient Escutcheon illustrated is the only recessed escutcheon to classifications Temperature Temperature I Bulb Color C be used with the Model Fl Pendent and EC Sprinklers. The i •F •c I °F °c use of any other recessed escutcheon will void all approv- Oralnary ; 135 57 too 38 Orange ais and negate all warranties. When installing Model Fl Re- Ordinary ; 155 68 100 38 Red cessed Pendent, EC Pendent, and EC HSW Sprinklers, use , Intermediate 175 79 150 66 Yellow the Model GFR1 Sprinkler Wrench. Any other type of Intermediate 200 93 150 66 Green wrench may damage these sprinklers. High `'I 11 286 141 225 107 Blue Glass bulb sprinklers have orange covers to protect the ;Extra iilgn 360 182 300 149 Mauve bulb during the installation process. REMOVE THIS PRO - "' Not Available For Fl Recessed TECTION ONLY AFTER THE SYSTEM HAS BEEN HYDRO- Patents: U.S. Patent No. 6,374,920 STATICALLY TESTED AND, WHEN APPLICABLE, THE Applies to Model Fl Vertical Sidewall Sprinklers. ESCUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches are designed to install sprinklers when covers Finishes (') are in place. Standard Finishes Sprinkler I Escutcheon Bronze ; Brass Chrome Chrome Ordering Information White Polyester Coated"' i Wh to Painted Specify: Special Application Finishes . 1. Sprinkler Model Sprinkler 1 Escutcheon 2. Sprinkler Type Bright Brass " "" I Brignt Brass 3. Orifice Size Black Plated'" 1 Black Plated Black Paint' "" I Black Paint 4. Deflector Type Off White "'" i Off White 5. Temperature Rating: Satin Chrome 1Satin Chrome Leaa Platen Specify Bulb Size when ordering Wax Coates'"" Model F1 EC HSW Sprinkler. wax Cyer Leaa 6. Sprinkler Finish ." Other colors and finisnes are availaole on special order. Consult factory for details. 7. Escutcheon Finish (where applicable) " 200 °F (93 °C) maximum. "UL and ULC Listed, and NYC Approved Only. " 155'F to 200 °F (68 °C to 93 °C) ratings only. " 286 °F (141°C) Sprinklers may be coated for ambient conditions not exceeding 150 °F (66 °C). " LPC approvea for tOmm and 15mm sprinklers only. The eau'pment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Research Corporation. or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. . Products manufactured and distributed by Reliable have been protecting life and property for over t30 years. and are installed and serviced by the most highly aualifiea ana reputable sprinkler contractors located throughout the United States. Canaoa ana foreign countries Manufacturea oy The Reliable Automatic Sprinkler Co.. Inc. ® � H eIiabI (800) 431 -1588 Sales Offices Pow (800) 848 -6051 Sales Fax Revision lines indicate updated or new data.. (914) 668-3470 Corporate Offices www.rewbisww+dr cam Internet Aaoress EG printed in USA. 12/03 P/N 9999970011 Bulletin 110 Rev.R Model G 03 ® Automatic Sprinklers C Spray Upright 5 Spray Pendent o And Conventional DU co t Product Description The Reliable Model G Automatic Sprinkler utilizes the 1 f center strut solder in compression principle of _ construction. The fusible alloy is captured in the _ _ cylinder of the solder capsule by a stainless steel ball. T~. When the fusible alloy melts, the ball moves into the 1 rITJ l cylinder allowing the cylinder to fall away from the .r I `•" sprinkler. When this happens, the lever is released to - -�. t i spring free from the sprinkler so that all of the operating . •• � parts clear from the waterway allowing the deflector to `—_ - distribute the discharging water. = Except for the parts in the cylinder as mentioned above, the sprinkler components are made from Upright Pendent copper based alloys for maximum corrosion protection. Lead plated, wax coated or wax over lead plated sprinklers are available for specially severe - environments. Chrome plated sprinklers are available i f for decorative purposes. 4 ,�' All sprinklers are individually hydrostatically tested. 1 1 4 All sprinklers are identified as to their fusing point by ,�' markings that appear on several of the operating parts , -, and by an identifying color that appears on the frame. - E Sprinkler Types . Standard Upright - This deflector configuration is Small Orifice Upright Conventional normally used with exposed piping installations. Water is distributed laterally and downward in a wide pattern approximating a hemisphere which is completely and uniformiy filled with water in the form of small drops or Conventional deflector configuration is used pri- spray. At a sprinkler height of 10 feet (3m), a circular manly in those countries where the LPC installation rules area of approximately 20 feet (6.1m) in diameter is have precedence. The sprinkler is designed to distribute covered by the water discharged at the minimum a portion of its water discharge upward against the ceil- pressure. ing with the balance downward. It may be installed in ei- ther the upright or the pendent position. Sprinklers with Standard Pendent - This deflector configuration is conventional deflectors are available with orifice sizes normally used where the space above the piping is not corresponding to light, ordinary and extra-high hazard adequate or where a concealed piping installation is installations. employed. The discharge characteristics of the standard pendent are virtually identical to the Application and Installation standard upright as described above. Standard sprinklers are used in fixed fire protection systems: Wet. Dry, Deluge or Preaction. Care must be exercised that the Large and Small Orifice varying the orifice orifice sizes. temperature ratings, deflector styles and sprinkler size, a large or small orifice sprinkler is created that spacings are in accordance with the latest published stan- will distribute as much as 40% more water or 65% less dards of the National Fire Protection Association or the approv- water than the normal 1/2" (15mm) orifice sprinkler. ing authonry having jurisdiction. These sprinklers are identified by the orifice size that The spnnklers must be installed with the Reliable Model D is stamped in the base of the sprinkler and by the Spnnkler Wrench. Any other type of wrench may damage the pintle that extends from the deflector -the exception is sprinkler. the large orifice sprinkler with the 3 /4" NPT (R /4) inlet The approvals or listings of Reliable Automatic Sprinklers by thread where the size of the inlet is sufficient to major approving organizations are shown in the tabulated list classify this sprinkler as one having a larger than provided on the back of this bulletin. standard orifice. Patent No. 4.440.234 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Technical Data "K" Factor j j Sprinkler Identification Sprinkler Number (SIN) Sprinkler Type US Metric Height Approvals I SSU SSP Standard - Uprignt (SSU) aria Pendent (SSP) Deflectors Marked to Inoicate Position I � '," (15 mm) Standard Orifice with '•," NPT (Ry) Thread 5.62 81.0 2 3'5" (73 mm) 1, 2, 3, 4. 5, 6, 7 R1025 R1015 r:," (11 mm) Small Orifice with =° NPT (R /) Thread i 4.24 61.0 2 ';" (73 mm) 1, 3, 7 R1023 R1013 ;" (10 mm) Small Orifice with 2" NPT (RA) Thread 2.82 40.6 2 .'e" (73 mm) 1, 2, 3. 7 i R1021 R1011 '.5' (8 mm) Small Orifice with i;" NPT (RA) Thread 1.98 28.5 2 ? ?'e" (73 mm) i 1. 3, 7 R1022 R1012 '' (20 mm) Large Orifice with ;i" NPT (Ry) Thread 7.96 114.7 ' 2 .'e" (73 mm) 1, 2, 3. 7 R1026 R1016 ",_' (20 mm) Large Orifice with a'," NPT (RX)Tnread I 8.20 118.2 2 (75 mm) 1, 2, 3, 7 P1027 P1017 20 mm XHH with 20 mm Thread 8.20 118.2 75.4 mm 4, 5, 6 R1027 R1017 10 mm XLH with 10 mm Thread 4.10 59.1 i 73 mm 4. 5, 6 R1024 R1014 Conventional - Installed in Upright or Pendent Position 10mm XLH with 10mm Thread I 4.10 59.1 73 mm 5 R1074 15mm Standard Orifice with (R,) Thread 5.62 81.0 73 mm 4, 5, 6 R1075 20mm XHH with (R3;) Thread 8.20 118.2 75.4 mm , 4, 5 R1077 I Temperature Ratings Maintenance Maximum Model G Sprinklers should be inspected quarterly and the Sprinkler Ambient sprinkler system maintained in accordance with NFPA 25. Do Rating Temperature Frame (1) not clean sprinklers with soap and water, ammonia or any other • Classification 1 °F j °C I •F i •C Color cleaning fluids. Remove any sprinkler that has been painted Ordinary 135 57 100 38 Black (other than factory applied) or damaged in any way. A stock of Ordinary 165 74 100 38 Uncolored spare sprinklers should be maintained to allow quick replace - Intermediate 212 100 150 66 White ment of damaged or operated sprinklers. Prior to installation, High 286 141 225 107 Blue sprinklers should be maintained in the original cartons and (1) Frame color does not apply to painted or plated sprinklers -Use packaging until used to minimize the potential for damage to sprinkler rating as identified on operating pans. sprinklers that would cause improper operation or non -operation. Use only the Model D Sprinkler Wrench for sprinkler removal and installation. Any other type of wrench may damage the sprinkler. Finishes Standard Finishes Approval Organizations Bronze -All Temperature Ratings 1. Underwriters Laboratories. Inc. • Chrome , -All Temperature Ratings 2. Factory Mutual Research Corporation White l , -All Temperature Ratings 3. Underwriters' Laboratories of Canada Only Frame and Deflector are Painted 4. Loss Prevention Council Special Application Finishes 5. Pleniere Assemblee 6. Verband der Schadenversicherer eV Bngnt Brass Plated . -Only frame. deflector and cap are plated. 135 °F (57 °C), 165 °F 7 N.Y.C. BS &A No. 587 -75 -SA (74 °C), 212 °F (100 °C) Temp. Rating. 8. N.Y.C. MEA 258 -93 -E Black Plated I -Only frame. deflector and cap are plated. All Temp. Ratings. Polyester Coated 121 -Only frame and deflector are coated. Lead Plated I -165 °F (74 °C), 212 °F (100 °C) and 286 °F (141 °C) Temp. Ratings. Ordering Information Wax - Coated 13) I, - 165 ° F (74 °C) Clear Wax, 212 °F (100 °C) Brown wax. Specify Wax - Coated Over 1 1. Model G Lead Plated (3) - 165 ° F (74 °C) Clear Wax, 212 °F (100 °C) Brown wax. 2. Deflector • Upright (31 Other colors and finishes are available. Consult factory for details. • Pendent 121 UL listed and NYC MEA Approved only. • Conventional 13) 212 °F (100 °C) brown wax may be used on 286 °F (141 °C) 3. Nominal Orifice sprinklers when maximum ambient temperatures do not exceed 150 °F 4. Inlet Thread (66 °C). UL Listed, FM Approved, NYC MEA 258 -93 -E. 5. Temperature Rating 6. Finish The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Researcn Corporation. or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable nave been protecting life and property for over 80 years. and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States. Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. R el - (800) 438 -1588 Sales Offices w WON . (800) 848 -6051 Sales Fax hP• (914) 668 -3470 Corporate Offices Revision lines indicate updated or new data. ww°,reieciesprwiiercorn Internet Address Ed Prised nUSA 4.03 PM9®eAlllOri SPRINKLER VALVES IPS CARBON STEEL PIPE ,' O. 8 ictaulic' FIRE PROTECTION VALVES Series 705W FireLockTm Butterfly Valve With Weatherproof Actuator PRODUCT DESCRIPTION For 300 PSI Service The Series 705W buttery and FM approved for 300 PSI able with a' NPT supply L valve features a weatherproof (2065 kPal service. Flow per- side tap designed to allow i t actuator housing approved for formance exceeds UL Soecifi- direct water supply connec- t l Indoor or outdoor use. It has a cation 1091 and FM Approval Lion to Victaulic FireLocic actu ductile iron body and disc .vith Standard 1112. ated fire protection valves. See - it EPDM disc coating. The body Weatherproof Actuator separate drawings below. This �, is coated with a heat `used Supervisory switches for is an optional feature and must i polyphenylene sulfide blend to valves are available 2tk - 12" be clearly noted on all orders. meet F?vl requirements and Contact Victaulic for addi- 21 - 6" Sizes the new coating requirements �p - 323.9 mm) pre -wired tonal information on tapped k. L . ® O for the 5th edition of UL -1091. O Fir valves. For fire protection services. Supply -side Tap Reousst VIctauac Series 705W valve Is UL Listed Series 705W valves are avail - 8 - ir Sizes pubbcauon 10.01 lot dime. DIMENSIONS , � _ i i._. 21 = C) ; a i s i I 11 ! • .., Y. L.1 'h' »PT G i . • Soppy Tap . . ______ i - -- -r 1. .__, , NI Imo - F I - '4 0 -4- E - J ,J w I '� H -.1 IAA -4i .-M � A --rw ' Senes 705W Series 705W with Tap SIZE Dimensions - IneheslmnLmeters APB Nominal In. E to E Hgt Wgt Ea. Act.aai mm A 8 C 0 E F I G H J K I L O M N P I Lbs./kg 21/2 1 3.77 9.80 1.80 3.92 - 2.98 I 5.97 5.45 7.02 J.97 2.31 4.50 i 1.44 0.60 • 1.03 9.1 16.1 mm I 3.77 9.80 1.80 3.92 - 2.88 6.97 5. 45 7.02 0.97 2.31 4.50 1.50 0.60 1.03 9.1 3 3.77 ' 10.48 - 2.14 4.22 0.08 3.50 7.51 5.45 7.33 0.97 I 2.31 4 5 0 1.75 f 0.00 0.80 [ 9.8 4 1 4 63 11.89 2.71 5.09 0.07 6.01 9.05 5.45 3.59 0.97 2.79 4.50 2.60 0.73 1.22 15.3 139.7 mm I 5.88 12.82 3.12 5.61 0.43 6.01 9.98 I 5.45 8.59 0.97 3.92 4.50 - - - 20.0 5 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4 50 - - ` - 20.0 165.1 mm 5.88 8 13.74 3.61 - 6.06 1.00 7 20 10.92 5.45 9.05 0.97 3.96 4.50 3.25 1.25 1.50 25.0 6 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.32 1.25 1.50 25.0 8 5.33 16.92 4.88 I 7.94 j 1.27 10.20 14 06 8.28 13.30 2.05 2.66 6.00 5.10 0.18 0.91 52.0 10 ; 6.40 19.14 5.84 I 8.69 I 1.72 I '. 2.20 I 15.77 10.09 I 16.19 2.05 3.20 9.00 I - - [ - 80.0 12 ; 6.50 21.54 7.04 ! 10.00 2.66 14 25 '8.29 i 10.09 17.22 2.05 3.25 9.00 - - 102.0 • on ceee. t contact vauic company d Ca o naaa nor JLC ',stings. . nnin wt ' To or evert raawn d valves. a rs recomme•aeo mar Sines 705W be 'miaow wan 'nctaurrc So ee 07 Zero-: re: •. Stye 005 Fre ock' ' a Styie l4P -70 Rogue Cowlings. if Victauric newel w el ca+ ngs are used..w0ewnai support may be reef rea. Z. Vane moot not oe installed with disc in rug open [Mean. Disc MSC be pansy case° so mat no oat is doodling peer a end of verve boa,. 1. Victaw c arodve0 end dittenly vanes are Dermale0 for use win grooves era pace i iPSI only Not oermitea For use wan [tarn ant IIPS) or groove° end COSI duCOb non PCOe. 4 Senn ;05w valves are designee ror amoien *saner COM/OOns as oppose° co suomelsroie service VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY '✓ictaulic Company of America Victaulic Company of Canada Yictaulic Eurooa Victaulic America Latina Victaulic Asia Pacific Phone:1-d00- VICK.viC (1.800- 142.5842) Phone:416. 675.5575 Phone:32.9- 381.1500 Ptlone:610. 559.3300 Phone: 65-235-3035 Fair 610 - 250 -9817 fax: 416. 675.5565 Fax: 32.9- 380 -4438 Far 610.559 -3608 Fax: 65- 235 -0535 e - mail pickvics'vicI ulic.com e-mail: viCCa i aQvic uiic.com e-mail: vicetrov'ict3uuc.be e-mail: vICaIQCVlctsuluc.cotn e-mail: VICapilPtidadlIC-00111 2466 Rev B 1 1101 a Registered Traaenwe of Victa a.c a Copfri¢t 2001 ■iLTawc RriOad n U.S.A. MATERIAL SPECIFICATIONS Body: Ductile iron conforming Disc Coating: 61 for cold -86'F (+30•C) and Bracket: Carbon steel. painted to ASTM A -395. grade 65- 45 -15. Grade "E" EPDM hot +180'F (+82 "C) potable Actuator. and ASTM A -536. grace 55 -45- E ?DM (Green color code). water service. NOT RECOM- Cl 2Y4 - 6" (73.0 - 168.3 mm): 12. coated with polvphenvlene Temperature range -30'F to MENDED FOR PETROLEUM Bronze traveling nut on a steel sulfide blend. -230'F ( -34 "C to - 110'C). SERVICES. lead screw, in a steel housing. Disc: Ducale iron conforming to Recommended for cold and Stem Bearings: Teflon impreg- 0 8. 12" (219.1 - 323.9 mm): ASTM .A-395. grade 35- 45 -15. hot water service within the Hated fiberglass with stainless Steel worm and cast iron uad- and ASTM A -536. grade 65 -45- specified temperature range steel backing. rant gear. in a cast iron housin 12. E?CN1 coating plus a variety of dilute acids. Stem Bearing Nuts: Carbon g g oil -free air and many chemi- steel. nickel plated cal services. UL classified in accordance with ANSUNSF Tap Plug: Carbon steel. plated. PERFORMANCE The chart expresses the C Values Formulas for C Values: frictional resistance of C values for flow of water at Where: AP Victaulic Series 705W in +60'F ( +16 °C) with a fully open = z equivalent feet/meters of valve are shown in the table C Q =Flow (GPtvn straight pipe. below. . = C X ..57P = Pressure Drop (PSI) - SIZE ' SIZE For additional details contact Q Y C = Flow Coefficient Nom- Equiv- Nom. Equiv. In. Feetim In. Feet/se VictauliC Acruat of Actual Of SIZE SIZE SIZE mm Plpe :rim Pipe Nominal Inches C„ Nominal Inches Cv Nominal Inches C 2 1 5 165.1 L 8 Actual mm (Full Open) Actual mm (Full Open) Actual mm (Full Open) - 76.1 ; I 6 I 8 Zh I 325 139.7 mm 1150 I 8 3400 3 I 5 I 3 11 16.1 mm l 325 I 1150 I 1 0, 5750 3 I 48 10 mm 1850 I 12 8300 7 4 I 12 10 I 12 2 4 I 600 b I 1850 129.7 ;� I2 I 12 i 14 5 1 12 I f i m otrneter5 • SWITCH AND WIRING Supervisory Switch lexibility to operate two ul.tsno Actuator Repair electrical devices a[ se pa- A. 21/2 - 12" (73,0 - 323.9 mm) rate l such as an �,,, In the unlikely event of an actua- sizes: Series 705W PW - Two. tor failure. complete actuation single pie. double throw. pre- indicating light and an a � . 4 p p audible alarm in the area �� _ _ replacement is required. wed switches. at the valve installation, vim' ALL REPLACEMENT PARTS Switches are rated 10A 4 125 or ' OM 0"fCd"O°" MUST BE OBTAINED FROM 250 VAC 60 -fz and 0.25A 4 250 Switch *1 SI ( ) THE MANUFACTURER TO VDC. 0.50A 4 125 VDC Switch *2 S2 'Me ASSURE PROPER OPERATION Normally Closed: (2) Blue OF THE VALVE. Supervisory Switch 5 Normally Open: (2) Brow Common: (2) Yellow Wiring Normally Closed: = - a. A. Pre -wired Switches 3lue with Stripe _ i 1) Switches Supervise Open 32 Normally Open: — — ' _ < Valve Brown with Stripe !2) One switch has two 418 Common: " "— _ Yellow with Stripe NOTE: Conneang to Cann mn Cameron rr<ats • NIT�v wires per terminal. pe (*tettow SI ano Yellow Men Orange Save . Permits complete supervi- (3) A ground lead. 414MTW is S2). and NormasyClosed rernsnats iBAr 51 sten of leads Isee die- provided (green) and Blue Meat Orange Secs 521: e.g.. , nor , grams betowl. Second iuH e thef " ° i aria aienn switch has one 4 18MTN go out wire per terminal. his Coo or( unused *we. e.g.. Brown and Brown in Orange Setae. couple circuit provides TK roc oroataa snail nt be anulacured by Vtctauic Company. All prbdxCt3 Snail be nstatieo .n a wall t C ertt VIUauY m C nstalauorvassaby .natructtdns. ' • nctautc reserves the rtgni to charge orco ct specdcatnns, aesgns ana standard eatadment Marton nice aria wmaut a+anng ootgairorts. 10.1 - 2 IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES ' � . - VICTAUUC• IS AN ISO 9001 Corn tfp C06.PAlly Series 717 FireLock® Check Valves PRODUCT DESCRIPTION Series 717 FireLock check valve is a CAD - developed design that is hydrodynamically efficient. A totally rubber encapsulated disc on 4 - 12' (100 - 300 mm) sizes provides suoenor corrosion resistance. This single disc design incorporates a spring assisted feature for non- slamming operation. For systems requiring a Riser Check option refer to section 10.09. >C The 4' (100 mm) and larger sizes are provided with upstream and downstream drains and a welded -in +emsnickel seat design. All sizes of Series 717 can be installed in the vertical or horizontal position to provide ®® leak -free sealing under conditions as low as five feet of head. Each valve is factory tested to 500 psi swvietaula: (3440 kPa). The 2 and 3' (65 and 80 mm) sizes are UUULC Listed and a' (100 mm) sizes and larger are ptscatmn 10.01 ULJULC Listed and FM Approved for services up to 250 psi (1725 kPa). Sizes 4 • 8'1100 - 200 mm (except Sizes 2'h - 3" for details, 165.1 mm size) are VdS approved. _ Grooved ends allow fast. easy installation with just two Victaulic couplings or the valve may be mounted to flanged (ANSI CL.150) equipment using either to Victaulic Style 741 Vic - Flange' or Style 744 FireLock . t t flange adapters on either end. S.. vlctati.c woucau 1 10.01 for Oscan.. SIZes 4 - 12- DIMENSIONS Veive Size Olnnnaons- IndtsaAnilamspts (r A -+t If-- 8 -al Actual Appaor• Nammu Outside Wy1. Ea. IE OI i Olsm Ols.nr E to E Lbs. t tOTI an m M.MMI InJmm A 8 C 0 E J K P R kg 1 - - - - - - 3.6 + ? 2 8 0 I 99 3.88 , 08 I 3.57 91 7 i5 7 i - - - I - - - 1 6 • Typical 21/2 - 3" I 3.000 I 3.88 4 26 I 3.57 _ I - 3.6 • m 16.1 m 76.1 99 '08 91 - - - - 1.6 3 3.500 I 125 I 5.06 1 4 17 - i - - - - - 4.5 �. -A_ 40 38.9 '08 '29 '06 I - - - 2.0 R "- 3 1 4 7 4 500 9.63 • �r'"' ' I 00 4 3 I 245 I 6.00 t 52 I 3.88 2.75 3.50 2.00 4.50 3 50 3.35 20.0 9 I 70 I d9 51 I 114 69 85 9.1 i P �, " ' C 5 t 5.563 I 10.50 6.80 I 4.50 - 4.17 2.15 5.88 4.08 3.98 27 0 ('( \/� c '25 41 3 I 267 173 1 'ta 706 55 I 149 104 '01 12.3 �' --'-------H-- E 139.7 mm t 5.500 1 267 6.80 I 4 50 ( - I 1.17 06 2555 5.88 4.08 104 3. ' 2 3 0 e- J+ 6 t 6.625 I 11 50 I 8.00 I 5.00 - 4 50 I 2.38 I 6.67 4 73 3.89 38.0 '50 168.3 292 203 '27 '14 61 169 120 99 17.2 'D Ye NPT Uoslrssln Oran 9'h' NPT Oavinsa.sm Oran 165.1 mm 6.500 11.50 I 8.00 I 5.00 T - I 4 50 2.38 I 6.67 4.73 3.89 38.0 2 NPT (Orson Opowwl 165.1 292 703 '27 I I '14 61 169 120 9 17 2 3 t 8.625 14.00 9.88 1 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64 0 Typical 4 - 8" 200 219.1 356 251 '54 I 128 I 144 55 225 1 44 146 29.0 10 I 10.750 1700 12.00 7.09 5.96 6.69 2.15 10.92 6.73 - 100.0 a - � 250 273 432 305 I '80 151 I '70 55 277 171 - 45.4 1 r . - ___ ,7 12 I 12.750 19 50 14 00 8.06 6.91 7 64 2.51 12.81 773 - 140.0 p G 300 323.9 495 356 I 205 175 I '94 64 925 19 - 63.5 L S I VO$ Ao provetl i*, O E • 11 )'4• NPT Upstream Oran. • 'A NPT Dovmsv,mm Oran Typical 10 - 12" a r1EGISTEPEO MAMMA( CE VICTAUUC - O C0M1'R04T 2007 v1CTAW /aM C - PED IN USA ism PEV 0 • Yiclaunc C:.moa tv of America • Phone: 1.803.PICX -VIC (1.800. 742.5842) • Fax: 610- 250 -8317 • e- mad-Olatvlcovicts I'c.c0m YIaaJlICC.vnoan'iiiCan303 • Pelorte'.905•884.7444 • lax: 905.884 -9774 • e-nwl'v1¢arlada8Maauue.COm Viaaullc Eurooe • Phone:32 9.381.1500 • Fax: 32.9. 380.4438 • e -mad: vKdroalvletauuc.be /tea Viaaunc America Ulalu • Phone: 610.559-3300 • Fax: 610.559.3608 • e•maii: vCairrvlaauiietan Ct a V' a C V,QauhC Asia Pacific • Phone: 65.6235-3035 • Fax: 65.6235.0535 • e -mad: mcapemaauitc.com , 10 603 i FLOW CHARACTERISTICS NOTE. Placement of check valves too nose to sources of unstable flow will a6 SERIES 717 snonen me life of the valve and — SBfIEROA/I®I ®11•11 potentially may damage the system. 5.0 - FLOW OF WATER To extend verve life. valves should be to - AT 60'F (11%1 I I ��M�IEW_ 'availed a sb THROUGH VALVE i — 17 , c ®� �� vi downstrtr from le eam from pumps. ps. elb distance THROUGH elbows. expanders. reducers or omer similar 3.0 devices. Sound piping practices 2 �0E 1 c ®�t�� im dictate a minimum of five IS) times ills pipe diameter for eneral use. b Distances between three (3) and rive 1 - I l'-'' b b (S) diameters are allowaole provide° Vi lo I y o ww the flow velocity is less than eight (8) O. i i I f ll eet per second (2.4 mos) Distances less man wee (3) diameters are not recommended and mil violate the ay ��aa�.mwrAMM � rtaaal vlctaukc product warren O ' • -rrMI - /i��■ ■I� ty c a 4�IP�� tI ∎-wal8>■�M8111� 0.6 I I I .MIK_____ rid�o� c ■��O�I�iI ®/fII�® I m Bs I I ..t/��dII.Y1D�� /I111N1U� y tu 94 �AV��,�1�11 ix 93 �� 111 ffirA F AFAIIIMI111111111111 , 1 ' 1 • 0.1 I I I I . 10 20 30 40 60 80 100 200 300 100 600 1,000 2,000 4,000 6,000 10.000 10,001 800 3.000 0,000 FLOW RATE - G.P.M. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A -536. grade 65.45 -12. 2'12 - 3' (65 - 80 mm) sizes PPS coated. 4 - 12' (100. 300 mm) sizes painted black enamel. Body Seat: 2 - 3' (65 - 80 mm) sizes PPS coated. 4 - 12' (100 - 300 mm) integrally welded on nickel alloy. Disc Seal or Coating: • Grade "E" EPDM • EPDM (Green color code). Temperature range - 30'F to - 230'F ( - 34'C to - 110'C). Recommended for cold and hot water service within the specified temperature range plus a vanety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold .86'F (.30'C) and hot -180'F (•82'C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. 'Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: 7 - 3' (65 - 80 mm) Aluminum bronze conforming to ASTM B -148. 4 . 12' (100 - 300 mm) ductile ron conforming to ASTM A -536, grade 65- 45 -12. fully encapsulated in Grade - E' elastomer. Shaft: 2'/2 - 3' (65 - 80 mm) Type 416 stainless steel. 4 - 12' (100. 300 mm) Type 316 stainless steel. Spring: All sizes Type 302/304 stainless steel. Shaft Plug: 2 '/2 • 3' (65 -80 mm) only: SAE Hex Socket Type conforming to ASTM A -576. cadmium plated to military specifications QQ- P -416A. class 3 type 2. 4 - 12' (100. 300 mm) only: carbon steel zinc plated to ASTM B -633. Pipe Plug: 4 - 12' (100 - 300 mm) only: carbon steel zinc plated to ASTM B -633. . This product shall be manufactured by Victaui.c Company. All products span be installed in accordance won current Victaukc installation /assembly InSULCmdnS. Victaunc reserves the nom to change product specifications. designs and standard equipment without notice and without lncumng obligations. • 2 Series 717 Firelock Check Valves ES -B6000 For Residential, Commercial, and Industrial Applications Series B -6000 No. 8 -6000 Standard Port THREADED ENDS Sizes: 'h" - 4 (8 - 100mm) Bronze Ball Valves CLASS 150 Sizes: 1 /4" - 4" (8- 100mm) FEATURES • Watts' standard seats are Durafill (carbon /glass - filled .�- PTFE), except sizes 3/4", 1" (20, 25mm) are Uniseal No. 8 - 6001 seats (enhanced PTFE) for lasting service that is suitable SOLDER ENDS' ;~ ' for a wide range of liquids and gases. Consult Watts for Sizes:'/' - 3• ry , r• specific applications. (10 - 80mm) ! 7 • Electroless nickel plated brass ball is standard for smooth and durable finish. Ball is wiped clean during each operation of the valve. • Minimal pressure drop due to large pons. 'This valve is designed to be soft soldered into lines without disassembly. ,sing a low tem- • Blow -out proof, pressure retaining stem. perature solder 420°f (216 °C). Other solders such as 95/5 tin antimony 460°F (238°C) ar • Sizes 1/4" to 2" (8 -50mm) are pressure rated at 600 psi 96/4 tin silver 420°F (216 °C) can be used, however extreme cum must be used to pre wi th (41 bars) WOG non - shock; sizes 2' /z " to 4 " (65 100mm) states seat damage. Higher temperature solders will damage the seat material ANSI 8 .1618 are pressure rated at 400 psi (28 bars) WOG non- shock. btates that the maximum operating ith hie of tempo solder connectioru is 200 psi (14 bard °F (38°C) 1008°C) and decreases w •K higher r temperatures. and at 150 psi (70.3 bars) saturated steam (over 150 psi Apply heat vndn the flame directed AWAY from the center of the valve body. Eitcasive heat steam requires SS trim). can harm the seats. after solder the packing nut rig. pack rig may have to be tightened. • Temperatures from 0" to 450°F ( -18° to 232°C) at 50 psi (3.4 bars) for Durafill /Uniseal seats, and 0° to 350°F Options (Suffix): ( -18 to 177°C) at 50 psi (3.4 bars) for Virgin PTFE. 01- virgin Teflon seat material SS- 316 stainless steel ball and stem • High cycle life reinforced PTFE stem packing seal, LH- Locking lever Handle and thrust washer. ov- Oval hanole • Vinyl insulator on heavy duty, zinc - plated, carbon OVLH- Oval locking hanole steel handles. RH- Round Handles • Fast ' turn open or close operation. SH- Stainless steel hanole and nut i. BS- Balancing stops - Excellent for throttling and balancing applications of XH- Extended handle non - abrasive fluids where minimum flow is 20% to 100% TH- Tee hanales 1.' -2 (6-50mm) of valve capacity. GS- Ground washer • Low operating torque. cc- 3': (20mm) hose thread outlet. Hose thread • Adjustable stem packing gland. outlet has cap & chain. Inlet sizes: W and' /.' (15-20mm) NPT. Also and W • Each valve individually tested, air under water, in the (15 -2omm) solder inlet connection opened and closed position. CL- Chain lever kit 1/4'1' (20 -25mm) SC- Roughcnrome't -2 (8 -50mm) SPECIFICATIONS Z15- Less lever and nut 04- Mineral filled PTFE seats and seals Valves shall be 2 -piece construction, ASTM B -584 bronze (available only with 31655 ball and stem) body, ASTM 3 -16 or 3 -124 ENP brass ball, Durafill or Uniseal U.L.- UL approved as follows: seats. PTFE stem packing, and blow - out proof stem. Valves - Flammable Liquids (YRBX) shall be pressure rated to 150 psi (10.4 bars) WSP. 600 psi - Compressed Gas (YQNZ) (41 bars) WOG for the /." - 2" (8 -50mm) sizes. 400 psi (28 - Fire Protection (HNFX) bars) WOG for the 2 - 4" (65- 100mm) sizes, and shall have - LP Gas (YSDT) either threaded NPT or solder end connections. Valves shall - Natural /Manufactured Gas (YRPV) • be manufactured to MSS -SP -110 standard. Watts Regulator - For *1/12 Fuel Oils (MHKZ) Company 3 -6000 threaded or 3 -6001 solder end. NOTE: Watts product specifications in U.S. customary units and metric are A LEADER iN vsf cVE T£CNNOL oa r approximate ana are provided for reference only. For precise measurements. WA� please contact Watts Tecnnical Service. Watts reserves the right to change or modify oroauct design. construction. specifications, or materials without prior REGULATOR notice ana .vitnout incurring any obligation to make such changes and — " ^ °• ,a7. Watts lnousmea Inc-- Water Products Division • Safety & Control Valves modifications on watts products previously or subsequently sold. MATERIALS VALVE SEAT RATING bars psi 41 600 y; -2 (8 -50mm) ; I Size Operating \ ® A 34 500 DN Cv Torque B 28 400 I I In. mm Rating irt. /Ibs� 2'h' -4' (65.100mm)\ 1 I '/. 8 6 60 6.8 C 21 300 10 6 60 5.8 L. 1 /t 15 15 60 6.8 igI 0 14 200 �,. 1/4 20 25 90 10.2 7 100 .0 1 25 40 150 16.9 1 I I 1 32 50 175 19.8 3 50 11/2 40 75 200 22.6 G � H 100 200 300 400 500°F 2 50 110 250 28.2 38 93 149 204 260 °C 21/2 65 260 500 56.5 E - I Temperature 3 80 400 600 67.8 H 4 100 450 800 90.4 F , J fr PRESSURE DROP vs. FLOW • A. Handle Nut • Cold rolled steel (zinc- plated) 1 o B. Handle - Cold rolled steel (zinc - plated) I I Wilt_ i / I I 'i J �r 1 ' /if I I / B. Insulator - Vinyl (molded to handle) ss 4 : = -. _ � .` _t ti ; 1. C. Packing Nut - Free cutting brass rod ASTM 816 UNS 41 ` r { No. C36000 n . wr■ar mmirLrLttwiLi - D. Stem Packing - Glass reinforced PTFE C 21 3 A■VID�IAWAIII I /IMIDAY = E. Thrust Washer • Glass reinforced PTFE 14 z � F. Stem - Free cutting brass rod ASTM B16 UNS E 7, o �YI,��I18'W�� No. C36000 3 1.S .e aa>• r�a ∎ir.�. ieeraaaaaa>. ∎i __aa�� G. Body - Cast bronze ASTM 8584 UNS No. C84400 `^ 4.1 4 �s�astattza1m��arMrtrse�al ■11∎ to sotse�ats�s�esrA� s. H. Seats - Ourafill or Uniseal al z.s . �I�I�I�U//I.ftrlt�A�l�pf� a. i , . _____ MINNIIIO4®OI� I. Ball - Electroless nickel, free cutting brass rod ASTM ®�WMIVOIIWAYAIIMMINII UNS No. C36000. or forging brass 1.4 ; AS TM 8 -124 WMAYMI/IME ® AS J. Adapter - F.C. brass ASTM 816 No. C36000 or forging ~ . - - brass ASTM B124 UNS No. C7700 a s $ S K. Body Seal - PTFE (not shown) - - - w .1- - - „ , : f: S oa 11 if Flow DIMENSIONS- WEIGHT - B -6000 - Dimensions C E H I 1 (- Size Center to Radius of Dia. Solder Depth Solder ON Handle Center to End Handle Ball Orifice Connection End to End Connection Weight in. I mm in. mm in. mm in. I mm in. I mm I in. I mm in. I mm in. I mm lbs. kg. �_ H if 8 1 45 1'h4 27 31/4s 78 1 h 10 • - 2 'u 52 - - 0.5 0.3 Tr ur 10 1 45 Ms 27 3' /u 78 1h 10 - • V/14 52 • • 0.6 0.3 /: 15 1 45 1 /.t 27 3 95 '/: 13 2'/. 58 0.6 0.3 3 /. 20 2 51 1' /u 36 3z/. 95 " /ts 17 2!w 72 1.0 0.5 1 25 2'/. 57 1 "hs 43 4 114 'h 22 - • 3 87 - 1.6 0.7 • 1' /. 32 2'h 64 1' 49 3' 97 1 25 31/2 99 - 2.2 1.0 11/2 40 3 76 23/4 54 5 140 11/4 32 47. 108 3.2 1.5 ;M .1T 2 50 3'h. 84 2'/,s 62 5'h 140 1'h 38 4i 122 4.9 2.2 I Imo i- 3 2' /z 65 4 102 3 81 8'h 206 2 51 - • 6 /z 165 - 13.2 5.9 - I - 3 80 41/4 108 3 87 8'h 206 21/4 54 - 5 173 - - 17.5 7.9 4 100 4 '3/n 122 33/4 98 11 279 3 76 • - 7 "3/4e 195 I 29.3 13.3 '8 - 6001 - Dimensions 3h 10 1' /z 38 1 Sts 27 33/4 95 1 1/4 10 'h 13 2' /. 58 3 !a 9 0.5 0.2 Two piece design '/z 15 11/4 44 1' /1s 27 33/4 95 '/z 13 Sh 16 21/4 60 '/: 13 0.6 0.3 8 -6000, 1 B -6001 1 /. 20 2 51 11/4s 36 31/4 95 "I,. 17 'h 22 3 84 3 /. 19 1.1 0.5 1 25 21/4 57 1 44 4'h 114 74 22 1'h 28 3 95 'h 22 1.4 0.6 11/4 32 21/2 64 21/4 57 3 97 1 25 1 35 4'/: 114 1 25 2.0 0.9 1'/z 40 3 76 21/2 64 51/2 140 11/4 32 13/4 41 5 127 14ts 27 3.3 • 1.5 2 50 3 84 3'e 80 5' /z 140 11/2 38 21/4 54 51/4 159 lshs 34 5.2 2.4 21/2 65 4 102 3 "I14 91 81/2 206 2 51 2% 67 73/4 194 1 36 13.2 6.0 3 80 4'/. 108 4'!,s 103 8'h 206 i 2'h 64 ' 31/4 I 80 1 , 208 1"h4 43 15.6 7.1 • See Solder Instructions on front. A L SA Of/r UV VAL VI rsesemoL OO V USA: 815 Chestnut Street. NOM MdOver. '4A 01845.4098 MWA J Ceases: 5435 Noon Berne NOW. 3unmg100. Onnn° u,1 iN7 www . wad3reg COM _ REGULATOR ( e19001 Water Productf n • Ir.d, • V V Iles CERTIFIED • • Sam • Control W Valves _.___._ ES- 86000 9901 0 Watts Regulator Co.. 1997 Printed in U.S.A. ES A C300 /C300N Colt ti t Series C300 /C300N A M E S FIRE & WATERWORKS' Double Check Detector Assemblies Sizes: 21/2" - 10" (65 - 250mm) 03008FG INF C3000SY • 4.11.61111.111111111111111111111111 albselli11111111111mlis - - Features The Colt C300 /C300N Double Check Detector Assemblies are used to prevent backflow of pollutants, that are objectionable but not toxic, from • Extremely Compact Design entering the potable water supply system.The Colt C300 /C300N may be • 70% Lighter than Traditional installed under continuous pressure service and may be subjected to Designs backpressure. The Colt C300 /C300N is used primarily on fire line • 304 (Schedule 40) Stainless Steel sprinkler systems when it is necessary to monitor unauthorized use of Housing & Sleeve water. For use in non - health hazard applications. • Groove Fittings Allow Integral Pipeline Adjustment Specifications • Patented Tn -Lank Check Provides Lowest Pressure Loss The Colt C300 /C300N Double Check Detector Assemblies shall consist • Unmatched Ease of Serviceability of two independent Tri -Link Check modules within a single housing, Available with Grooved Butterfly sleeve access port, four test cocks and two drip tight shutoff valves. Tri- • Valve Shutoffs Link Checks shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) • May be Used for Horizontal, stainless steel pipe with groove end connections. Tri -Link Checks shall Vertical or N Pattern Installations have reversible elastomer discs and in operation shall produce drip tight • Replaceable Check Disc Rubber closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly shall consist of a meter, which registers in either gallon or cubic measurement, a double check valve assembly and required test cocks. Assembly shall be a Colt C300 /C300N as manufactured by the Ames Company. Job Name Contractor Job Location Approval Engineer Contractors P.O. No. Approval Representative Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements. please contact Ames Technical Service. Ames reserves the not to change or modify product design. construction. specifications. or materials without poor notice and without incurring any . obligation to make sucn changes and modifications on Ames products previously or subsequently sold. • www. amesfirewater.com Configurations Available Models • Horizontal Suffix: • Vertical up OSY - UL/FM outside stem and yoke resilient • "N" pattern horizontal seated gate valves BFG - UL/FM grooved gear operated butterfly valves Materials with tamper switch • Housing & Sleeve: 304 (Schedule 40) Stainless Steel Pressure — Temperature • Elastomers: EPDM, Silicone and Buns 'N' P • Tri -Link Checks: Nory i ®, Stainless Steel Temperature Range: 33 °F - 140 °F (5'C - 60 °C) Maximum Working Pressure: 175psi (12 bars) • Check Discs: Reversible Silicone or EPDM • Test Cocks: Bronze Body Nickel Plated • Pins & Fasteners: 300 Series Stainless Steel • Springs: Stainless Steel Dimensions — Weights III I !6 - . . 1 ' .r; „, Ali r C (open) ' ' OVA PPM R H A I I I— P C300/C300N SIZE (ON) DIMENSIONS WEIGHT A C (OSY) I 0 G H I J P C300 C300N rti mm 1 n Tm TI TM n mm m. Tm n. rim n, mm 1, mm 'n. TM 'b5. kk5. I lbs. km ' 1 7; 1 1. 3 41. ! 1 1, .' . 71; 1 "' 1 1 • i 134 1 3 I 1 • . I • . • 1 I 1'v,. - I 1 1 : T / 47. 1 174 •4 1 1% 7.: 1 2% ^7: 1 171. 4 •/. 14'4 : I i • 1 7: • 4 i11 I "4 ; • 1 31 7. .1 11 I • 1 1•. • 1 1 14 11 • I' 7 41/, 141 44 1 I 3/i • /, 3 . • • I 1 ' 1 • 4: 1 I • • 1 1 • • 11 I 1 1 I , Q• 1 " , 1 1 •'. 1 4 5 / 11 I 7, G . • 11 , V, •• 2 3 /. S; 4•. 10 250 ! 571 1460 45 1162 1 8 208 66 1676 1 50 1270 32 826 ! 17 440 1 24 610 1 795 361 965 438 c J . p.41 , l ; r ... A I H C3008FG /C300NBFG SIZE (ON) DIMENSIONS WEIGHT ■ A C I D G H I J P I C3008FG I =MFG rn. mm 1 ;n. mm I on. mm ' m. mm m. mm .n. mm m. mm n. mm ,n. mm I lbs. kQs, fbs. kps. ' 1 ; 711 I . s Y. • • I • 7 • I 19 c- 1 14"4 • I •ur. 1 I 1 71 7: 3 80 I 281 724 1 834, 211 3" 4 s 91 1 30 "4s 779 ' 113/. 573 1 SY s 192 1 9 233 131/2 343 I 58 31 81 37 4 ' 00 1 293/ s 7 41 1 3'34 227 3 " ^s 94 ! 311u 911 24 510 f 16'/. 312 Q's s 25 14 35 I 15 34 98 44 6 1 50 1 36'.4 927 1 10 254 5 127 1 43 1097 1 33% 857 19 "/.s 1 13 3 14' 368 I 131 59 171 78 8 2001 43 1092 112'/ 311 1 61/2 165 1 511/2. 12971 40 1032 1 233/4e 5921 15 ".rn 399 1838 4621275 125 351 159. Nory1• is a registered trademark of General Electnc Company. Approvals REM c ®us 1° 41t> Approved 1048 Listed 864.4 28S6 For additional approval information please contact the factory or visit our website at www.amesfirewater.com Capacity UUFM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. See literatue S- Colt - 200/300 for gate valve flow characteristics • = Rated Flow " = UL Tested Horizontal Vertical N - Pattern rh 6 kPa psi * ** kPa psi 9 • 6 14 ' 83 12 N 83 12 - N 69 10 - 10 w 55 8 _ ' H 55 8 41 6 — 41 6 28 4 28 4 14 2 14 2 0 0 0 0 0 50 100 150 200 250 300 350 gpm 0 300 600 900 1200 1500 gpm 0 190 380 570 760 950 1140 1330 Ipm 0 1140 2280 3420 4560 5700 Ipm 15 fps 15 tps 4.6 mps 4.6 mps kPa psi 3• * ** kPa psi 8• 83 12 ► 83 12 * s+r N 69 10 H 69 10 ,, - H 55 8 _ _ r N 55 8 v 41 6 ��\ -- - - - v 41 6 28 4 - 28 4 " 14 2 14 2 0 0 - 0 100 200 300 400 500 gpm 0 0 0 500 1000 1500 2000 2500 gpm 0 380 760 1140 1520 1900 Ipm 0 1900 3800 5700 7600 9500 Ipm 15 tps 15 fps 4.6 mps 4.6 mps kPa psi 4 * w kPa psi lo. 165 24 83 12 138 20 ± N 69 10 w N 110 16 H 55 8 H 83 12 41 6 y- � v 55 8 ��` — 28 4 28 4 — 14 2 • 0 0 - - 0 0 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 Ipm 0 500 1000 1500 2000 2500 3000 3500 gpm 15 fps 0 1900 3800 5700 7600 9500 11400 13300 Ipm 4.6 mps tps mps IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES • FOR LOCAL INSTALLATION REQUIREMENTS For Technical Assistance Call Your Authorized Ames Agent. Telephone # Fax 4 HFaoauuttms: Ames Co. 875 National Dr.. Suite. 107. Sacramento, CA 95834 916 928 -0123 915 928 -9333 'lemon Bitter Associates. Inc. 138 Railroad Or.. Northampton Ind. Pk., Nyland. PA 18974 215 953 -1400 215 953 -1250 Edwaras. Platt & Deely. Inc. 368 Wyandanch Ave.. North Babylon. NY 11703 631 253 -0600 631 253 -0303 Edwards, Platt & Deely, Inc. 271 Royal Ave.. Hawthorne. NJ 07506 973 427 -2898 973 427 -4246 .s`«. The Joyce Agency, Inc. 8442 Alban Rd., Springfield. VA 22150 703 866 -3111 703 866 -2332 c 42 'N. P. Haney Co.. Inc. 51 Norfolk Ave.. South Easton, MA 02375 508 238 -2030 508 238 -8353 Zw. NMS Sales. Inc. (Main ofticel 9580 County Rd.. Clarence Center. NY 14032 716 741 -9575 716 741 -4810 'NMS Sales. Inc. 17 Carousel Lane. Baldwinsville. NY 13027 315 635 -6596 315 635 -6891 NMS Sales. Inc. 18 McMillen Place. Deimar, NY 12054 518 475 -1017 518 475 -9583 ',VMS Sales. Inc. 56 Winchester Or., Fairport, NY 14450 716 223 -7980 716 223 -7980 3illingsley & Associates. Inc. 2728 Crestview Ave.. Kenner, LA 70062 -4829 504 602-8100 501502 -8106 Billingsley & Associates. Inc. 478 Cheyenne Lane. Madison, MS 39110 601 856 -7565 601 356 -8390 t.•. Smith & Stevenson Co.. Inc. 1935 Chastain Ave.. Chanone. NC 28217 704 525 -3388 704 525 -6749 3 ccaa Mid - Amenca Marketing, Inc. 1364 Foster Avenue. Nashville. TN 37210 615 259 -9944 615 259 -5111 °La Mid- Amenca Marketing, Inc. 5466 Old Hwy. 78. Memphis, TN 38118 901 795 -0045 901 795 -0394 RMI Glenfield Bus. Ctr., 2535 Mechanicsville Tpk., Richmond. VA 23223 804 643 -7355 804 643 -7380 Wager Company - 702 -B Industry Rd., Longwood. FL 32750 . 407 834 -4667 407 831 -0091 Hugh M. Cunningham. Inc. 13755 Benchmark. Dallas. TX 75234 972 888 - 3800 972 388 -3838 ` Mack McClain & Associates 11132 south Towne Sore, Suite 202. St. Lotus. MO 63123 314 771 -3699 314 771 -3535 = o "8 Mack McClain & Associates, Inc. 1537 Ohio St., Oes Moines, IA 50314 515 288 -0184 515 288 -5049 ao Mack McClain & Associates, Inc. 15090 West 116th St.. Olathe. KS 66062 913 339-6677 913 339 -9518 c � Pro - Spec. Inc. P.O. Box 472226. Tulsa, OK 74147 - 2226 918 461 - 0066 918 461 - 0105 Associated Independent Marketing 1606 Commerce Or., Sun Prairie, WI 53590 608 837 -5005 608 837 -2368 a -IydroSource 8182 Chagrin Rd., Chagrin Falls, OH 44023 440 247 - 9150 440 247 - 6719 2 u Mid Continent Marketing Services Ltd. 1724 Armitage Ct., Addison, IL 60101 630 953 - 1211 630 953 - 1067 Si sco 1623 N. Leslie Way. Orange. CA 92867 714 921 -9228 714 921 -0442 N Phoenix Marketing, Ltd. 3322 Columbia Or., NE, Albuquerque, NM 87107 505 883 -7100 505 883 -7101 w A3 = m P I R Sales. Inc. 3050 North San Marcos Place. Chandler, AZ 85225 180 892-6000 480 392 -6096 Preterrea Sales 31177 Wiegman Road. Hayward, CA 94544 510 487 -9755 510 476 -1595 Deico Sales. Inc. 111 Sand Island Access Rd.. Unit 1 -10. Honolulu, HI 96819 808 842 -7900 808 842 -9265 Fanning & Associates. Inc. 6765 Franklin St.. Denver, CO 80229 -7111 (Montana Only) 303 289 -4191 303 286 -9069 = N Hoilabaugn Brothers & Associates 6915 South 194th St.. Kent, 'NA 98032 253 867-5040 253 867 -5055 0 Hoilabaugn Brothers & Associates 3028 S.E. 17th Ave., Portland. OR 97202 503 238 -0313 503 235 -2824 Rep Masters. Inc. 6201 East 12nd Ave.. Suite 100. Denver. CO 80216 303 376 -1770 303 376 -1773 Sodernoim & Associates, Inc. 7150 143rd Ave. N.W.. Anoka, MN 55303 763 427 - 9635 763 427 - 5665 'Naas Industries (Canada) Inc. (Watts Regulator Co. Division) 5435 North Service Road. Burlington. Ontario L7L 5H7 905 332 -4090 905 332 - 7068 Hydro - Mechanical Sales Ltd. 3700 Josepn Howe Or.. Ste. 1 Halifax. Nova Scotia 83L 4H7 902 443 2274 902 443 - 2275 Hyaro - Mecnanical Sales Ltd. 297 Collisnaw St., Ste. 7 (shipping) Moncton, New Brunswick E1C 9R2 506 859 506 859 - 2424 Hydro - Mecnanical Sales Ltd. 85 Tolt Rd.. St. Phillips. Newfounaland A1B 3M7 709 895 -0090 709 895 -0091 < Le Groupe B.G.T. Inc. 2800 Rue Dalton. Ste. 3, Parc Colbert. St -Foy, Quebec GIP 3S4 418 657 -2800 418 657 -2700 n Le Groupe B.G.T. Inc. 140 Rue Merin!, Ville St. laurent. Quebec H4T 1S4 514 341 -9010 514 341 -4464 a Waimar Mechanical Sales 24 Gurawara Re.. Nepean, Ontario K2E885 613 225 -9774 613 225 -0673 Z Mar -Win Agencies St. 1123 Empress St.. Winnipeg, Manitoba R3E 3H1 204 775 -8194 204 786 -8016 a v Parser Enterprises, Ltd. 1885 Blue Heron Or.. #4. London. Ontario N611 5L9 519 471 -9382 519 471 -1049 Northern Mechanical Sales PO. Box 280 (mailing) 163 Pine St. (snipping), Garsan, Ontario P3L 1S6 705 693 -2715 705 693.4394 RAM Mechanical Marketing 441 Quebec St., Regina. Saskatchewan S4R 1K5 306 525 -1986 306 525 -0809 RAM Mechanical Marketing *13 -1100 7th Ave. N., Saskatoon. Saskatchewan S7K 2V9 306 244 -6622 306 244 -0807 D.C. Sales Ltd. 10.6130 4th St. S.E.. Calgary, Alberta T2h 2A6 403 253 -6808 403 259 -8331 O.C. Sales Ltd. 11420 142 Street. Edmonton. Alberta T6M 1V1 780 496 -9495 780 496 -9621 0308 Sierra Sales Ltd. 6450 Roberts St., Ste. 170. Burnaby, BC V50 1E1 604 298 -9593 604 298 -9917 ISO 9001 A M E G CERTIFIED ='RE & wATERWWORK K5 5' - A Division of Watts Industries www.amesfirewater.com 875 National Drive • Suite *107 • Sacramento, CA 95834 • Phone: 916 - 928 -0123 • Fax: 916- 928 -9333 • • ES-A-C300/C300N 0306 ©Ames Co. 2003 Printed in U.SA P VSR -F PC)TT ER. VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL, ULCandCSFMListed ,FMandLPCBApproved,NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate for Alarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5.5 mis) Contact Ratings: Two sets of SPOT (Form C) 15.0 Amps at 125/250VAC • 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2' conduit Alb• Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die -cast housing. • NEMA 4/IP54 Rated Enclosure - use with appropriate 1' conduit fitting. b • Temperature Range: 40 ° F /120 °F, 4,5 ° C /49 °C 3 ; • Non - corrosive sleeve factory installed in saddle. • / Caution: This device is not intended for applications in explosive ALL "'' environments. ori • Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR -CF. Service Use: U.S. Pat. No. 3921989 Automatic Sprinkler NFPA -13 One or two family dwelling NFPA -13D Canadian Pat. No. 1009680 Residential occupancy up to four stories NFPA -13R Other Patents Pending National Fire Alarm Code NFPA -72 Potter Electric, Rd., 1990 Optional: Cover Tamper Switch Kit, Stock No. 0090018 GENERAL INFORMATION INSTALLATION: See Fig.2 The Model VSR -F is a vane type waterflow switch for use on These devices may be mounted on horizontal or vertical pipe. wet sprinkler systems. It is UL Listed and FM Approved for On horizontal pipe they should be installed on the top side of the use on steel pipe; schedules 10 through 40, sizes 2' thru 8" pipe where they will be accessible. The units should not be in- (50mm thru 200mm). stalled within 6" (15cm) of a fitting which changes the direction of LPC approved sizes are 2" thru d" (50mm thru 200mm). the waterflow or within 24" (60 cm) of a valve or drain. The unit may also be used as a sectional waterflow detector Drain the system and drill a hole in the pipe using a circular saw on large systems. in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices The unit contains two single pole. double throw, snap action require a hole with a diameter of 1 1/4" 4- 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" 4-1/8" switches and an adjustable, instantly recycling pneumatic re- (50mm t2mm). tard. The switches are actuated wnen a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. Clean the inside pipe of all growth or other material for a dis- The flow condition must exist for a period of time necessary to tance equal to the pipe diameter on either side of the hole. overcome the selected retard period. Roll the vane so that it may be inserted into the hole; do not bend ENCLOSURE: The unit is enclosed in a general purpose, die- or crease it. Insert the vane so that the arrow on the saddle cast housing. The cover is held in place with two tamper resin- points in the direction of the waterflow. Install the saddle strap cant screws which require a special key for removal. A field in- and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of stallable cover tamper switch is available as an option which torque (see Fig. 2). The vane must not rub the inside of the pipe may be used to indicate unauthonzed removal of the cover. See or bind in any way. bulletin no. 5400775 for installation instructions of this switch. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, SL Louis. MO. 63146-4161 • Phone: 800 - 325- 3936/Canada 888 -882 -1833 • www.pottersignai.com PRINTED IN USA MKT. 08800001 - REV w PAGE 1•OF 2 MFG. *5400761 . 7102 VSR -F P POTTER VANE TYPE WATERFLOW • The Symbol of Protection ALARM SWITCH WITH RETARD FIG. 1 FIG. 2 SWITCH TERMINAL CONNECTIONS OPTIONAL TAMPER SWITCH 00 N07 LEAVE COVER OFF FOR ExTENOED PER100 OF TIME CLAMPING PLATE TERMINAL RETARD AausTMENT- i To CrANGE - 'ME 'URN ANO5 (EITHER OIRECT:ON) j - ncHTEN NUTS FOR :ESIRED %WE :ELAY. u5E THE VINIMuu - •� ALTERNATELY TO AN �( AMOUNT 3F RETARD NECESSARY TO PREVENT `' � EVENTVAL SOFT.-LEIS (68 el-m) '' FALSE AIPRMS. a - 3 - SETTING �5 USUALLY �� `� OF TOROUE AOEOwiE FOR TH15. FACTORY i5 SET TO '3'. ( � O NIP TO INSTALL OR1LL •qLE A5 INDICATED: „,(r / PIPE SIZE HOLE SIZE 0� �.c. /92.1-s 2” to I /2' 1 1 /4' r I /6" - I / t 6" GJ\ MOUnT ON PIPE 50 (50mm :o eSrnm) (33mm =2mm) 1 �� .�■ ARROW ON SAOOLE ii? POINTS IN DIRECTION CAUTION: 3' to d" 2' LI /8' - OF wATERFLOw An uninsulated section of a (80mm m mm to 200m) I 50 t2mm) . I ROLL PAOOLE IN single conductor should not Cover Tamper y oPeosiTE OI MCT10N - be looped around the fermi- (with cover in place) nal and serve as two sepa- rate connections. The wire of must be severed, thereby ® WATERFLOw '. 1 sss providing supervision of the { ` JROX.ARO SETTINGS (IN SECS.) connection in the event that I`"t I'm t "" a M. ..r. a A 0 1 c OE the wire becomes dislodged owc /761 —30 0 10 -25 20-.0 25 -56 50 -70 60-60 from under the terminal. FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 1. The Model VSR -F has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock- , St12 a operate a central station, pro- outs, not in the center. • .7..1.1. OPd a■MCta �a...a. zonc [a. no. • :UM O• "A°" r not ammo. '.., ...n pnetary or remote signaling �� ' unit, while the other contact is 'Tif .::r7 a used to operate a local audible _ or visual annunciator. ' R � li i m e:l 2. A condition of LPC Approval of . , .t .m .a W. �2 ,e.,.t x — this product is that the eleCUi- on rnt a,o R .c Jl ,,,,,,,, co.c.°. e ._ cal entry must be sealed to , _Y warm z "' "'" "' '1`K- a Kv,r r a exclude moisture: 3. For supervised circuits see 'Switch Terminal Connec- / Lions' drawing and caution o.c 174 - note (Fig. 1). APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe spnnkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR - and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authonty having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR -F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. 48800001 - REV w PAGE 2 OF 2• MFG. 45400761 - 7/02 BELLS P POTTER PBA - AC & PBD -DC • The Symbol of Protection UL Listed, FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized .tl ° 24VDC (20.4 to 31.2) Polarized -.- Service Use: Fire Alarm t =. • , i ■Mtl :4 G eneral Signaling • k'' BurglarAlarm - Environment: Indoor or outdoor use (See Note 1) -40° to 150 °F ( -40° to 66 °C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model 8BK -1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- ' sumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK -1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK -1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT -IN TRANSIENT PROTECTION: szE I I CURRENT TYPICAL OS MINIMUM de INCHES VOLTAGE MODEL NO. 570CK P40. AT 10 FT, AT 10 FT. (mm1 f (MAX.) ( 12m111) 6 (1501 I 12V0C I Pe0128 1706012 12A I as 75 5 12001 I I2VOC P80128 1708012 12A 90 75 1 0 2501 12VOC P801210 1710012 12A 92 76 6 ( 24VOC P80246 1706024 OM 67 76 52001 f 24V0C P80248 1706024 06A I 91 79 1012501 24V0C P802410 ( 1710024 06 94 79 5( 24VAC PEA246 I 1806024 17A I 91 I 75 612001 24VAC P8A248 ( ¶ 906024 17A I 94 I 76 1012501 24VAC P942410 1610024 I 17A I 94 I 76 30501 I 120VAC P8Al206 I !606120 I 05A 92 I 82 I 812001 120VAC P 8Al205 1608120 05A , 99 82 10 (250) I 120VAC P1.12010 1610120 05A I 99 as Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150 °F ( -34° to 66 °C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road. Si Louis. MO. 63146-4161 • Phone: 800 - 325 - 3936 /Canada 888 -882 -1833 • www.pottersignal.com PRINTED IN USA MKT. 68850001 - REV o PAGE TOF 2 MFG. x5400776 - 12/01 • T P POTTER BELL S PBA -AC & PBD-DC The Symbol of Protection DIMENSIONS INCHES (mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX BOXHASONETHREADED1P2 CONOUITENTRANCE _ c 1 10- 1 (250) - 1 � , — 5 3/4' LO _ 3 3 /e' S' L_,_ - 6� I (146) (86) (127) (2�) 5' I I (150) � 0 I I I �� 3 3/8' --"J . I --10 .11 5/64-w (U (41) ) A I/4' -72 (68) own. PTS - (toe) DWG. #776 -2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS REO (IN) RCO (an +MR (M) IMIlb. wont (OUT) mow CONTROL PANEL / T O NEXT ECU TROM =WPM PAWL r t k oR • OR O+O AML OR ' • ►R[CEDINC BELL Mi ' (ow) RAM PNECLONIT Ku. P1. (w) �_ P. (o AM ON) iallillilliila BLACK (OUT) =LOW alai= WHCN ELLCTRIGL AIPCM190N IS RCOUwSO uSC IN Na0 OUT LAOS AS SNOW. WHEN ELLCTRaCW. S1/pM9 1 6 RCOUWSO USE w AH0 OUT LEAOS AS SNOWS. NOT ES: NOTES: 1 . OBSERVE POLARITY TD RING D.C. BELLS. I. wNEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY 2. RED WIRES POSITIVE (•) AFTER LAST BELL 3. BLACK WIRES NEGATrvE ( -) 2. ENO- OF -uAIE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776 -3 INSTALLATION 1. The bell should be mounted a minimum of 8 ft. (2.4m) from the floor or as close to the ceiling as possible. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). ' 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole. in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT 68850001 - REV a PAGE 2 OF 2: MFG. 05400776. 12/01 • V - • Permit Application ' OFFICE USE ONLY City of Tualatin Date received Permit # 18880 S Martinazzi Ave '. "O 4/1 - 4 t/LI Tualatin , OR 97062 Date issued By Phone 5 03- 691 -3044 Fax 693 -5421 '1 - 1 1 -o S-- Receipt www.ci. tualatin.or.us 1 C - tS -- / TYPE OF WORK REQUIRED DATA 1- AND 2- FAMILY DWELLING ® New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addi ti on/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated o .'s application. ❑ 1- arad 2- family dwelling ® Commercial/industrial Valuation ❑ Acc building ❑ Multi- family Number. of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 7315 SW Bridgeport Road New dwelling area: s' • . re feet City/Sta.te /ZIP: Tigard, OR 97224 Garage/carport area: square .-et Suite/bldg. /apt. no.: Building R2 Project name: Bridgeport Village Covered porch area: square feet Cross s treet/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA; COMMERCIAL•USE CHECKhIW Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Subdivision: Lot no.: equipment, materials, labor, overhead, and the profit for the Tax ma p /Parcel no.: work indicated on this application. DESCRIPTION OF WORK Valuation $3,000 Fire Alarm Permit Existing building area: square feet New building area: 9,830 square feet Number of stories: t+„ r.. Type of construction: Fire Alarm =23 0 PROPERTY OWNER ❑ TENANT Occupancy groups: Name: Opus NW LLC Existing: . .- Address: 1000 SW Broadway, Suite 1130 New: Retail -Z " City/State/ZIP: Portland, OR 97205 NOTICE Phone: (503) 207 -5857 Fax: (503) 670 -7131 All contractors and subcontractors are required to be 0 APPLICANT ❑ CONTACT PERSON licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Business name: Bergelectric Corp. jurisdiction in which work is being performed. If the Contact name: David Granlund applicant is exempt from licensing, the following reasons apply: Address: 6026 NE 112'" Ave City/State/ZIP: Portland, OR 97220 , n; . r ' `! i'_ f; l ',6:J$2' AT 3114:700:. ?",r,, • Phone: (503) 255 -1818 Fax:: (503) 255 -1919 }& „i4,. � ; y p 12 fi:� `''j`' t1nF }YIO it,l 1, : ,,,,..1 , `i11.t t31 :„-Ili 9101 E- dgranlund@bergelectric.com +,. ;��;; CONTRACTOR aa6!+� � ' ` Ih '` , l ; • r't • ' !' f : r''t "a to 111Iti f im+, ny 110i 1v 111 16E `t� t i{� yp1�1f11;� ; Business name: Bergelectric Corp. � ' t0116O '► �, -3 Address. 6026 NE 112 Ave WM noit)lber J. 2iIil t C . .:; ,. z ' j gpsetraf$r roJeesChe„j Fees due upon applicMjori O '' City/State/ZIP: Portland, OR 97220 qt-t- Amount received Phone: (503) 255 -1818 Fax: (503) 255 -1919 ON ri . - _ _._._ _Ye CCB lic.: 110521 _._.,_._ _. ' received: - - .. ` ... — WO:" , This permit application expires if a permit is not obtained Authorized ( within 180 days after it has been accepted as complete signature: . • Fee methodology set by Tri- County Building Industry Service Board Print name: David Granlund Date: 2/1/05 440- 4613T(11/02 /COM/WEB) 4p vq33--- f s3 120 3n V - 0 -77 The issuance of a permit based on the plans, specificatiions and other data shall not prevent the Building Official fro thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on there under when in violation of this code or any other ordinances of this jurisdiction. See ' n 105.3.1 of IBC. By Permit No. t Cir CITY OF TUALATIN CERTIFICATE OF COMPLETION PROJECT NAME: Bridgeport Village Lifestyle Center PROPERTY ADDRESS: 7315 Bridgeport Road BUILDING PERMIT NUMBER: 04 -3448 — Building "R2" TAX ACCOUNT NUMBER: 2S1 13 DB/#1700 OWNER: BV CenterCal, LLC ADDRESS: 649 NW 12th St., Gresham, OR 97030 CONTRACTOR: Opus Northwest, LLC ADDRESS: 1000 SW Broadway #1130 Portland, OR 97205 APPLICATION DESCRIPTION: SHELL Construction OCCUPANCY TYPE: Mixes use: Mercantile- Business - Assembly (M) (B) (A) CONSTRUCTION TYPE: II - B SPECIAL CONDITIONS: IBC — 2003 w/o Oregon Amendments 1 0 APPROVED // , DATE 4/12/05 /John R. Stelzenmu 40 0B ILDING OFFICIAL OFFICE COPY NOT VALID UNLESS SIGNED BY BUILDING OFFICIAL RECEIVED APR 12 2005 S. OPUS ARCHITECTS & ENGINEERS, INC. opus I A member of The Opus Group • ® 10350 Bren Road West THE OPUS GROUP Minnetonka, MN 55343 A R C H I T E C T S Phone 952 -656 -4444 C O N T R A C T O R S Fax952- 656 -4529 D E V E I. O P E R S WWW.opuscorp.com April 5, 2005 Mr. John Hendry Project Manager Opus Northwest, L.L.C. 1000 SW Broadway, Suite 1130 Portland, OR 97205 Re: Bridgeport Village — Building R1 Tualatin, Oregon Project No. S43.5210 City of Tualatin Permit Number 04 -3447 Dear John: This letter serves to certify that based on the review of Special Structural Inspections and Material Testing reports, performed and prepared by, ACS Testing, along with periodic site visits by representatives of the Structural Engineer of Record, that the required Structural Observations of the above captioned facility have been completed. Based on the above, to the best of our knowledge and belief, the subject project has been constructed in general conformance with the approved Structural Construction Documents. If there are any questions or if additional information is required please do not hesitate to call. Sincerely, OPUS ARCHITECTS & ENGINEERS, INC. G :,, David C. Pettit, P.E., S.E. Michael . Lederle, P.E, S.E. Senior Project Engineer — Structural Senior Director — Engineering Cc: Steve Lipschultz f gjirti . ;1 -" ft; 4t4' 01E6011 4y �'+If[ E.0 THE OPUS GROUP: Atlanta • Austin • Chicago • Columbus • Dallas • Denver • Detroit • Fort Lauderdale • Houston • Indianapolis • Kansas City • Los Angeles • Milwaukee '.iinneapolis • Orange County • Orlando • Pensacola • Philadelphia • Phoenix • Portland • Sacramento • San Francisco • Seattle • St. Louis • Tampa • Washington, D.C. D U D E K, Certificate of Soil Surface } This document is client privileged information and may only be reproduced with the written consent of Dudek & Associates ASSOC,IATLS Sheet # 1 Project Name Bridgeport Village Material Desc. Subgrade Project No. Opus- 14 -04 -02 General Desc. Subgrade Operations LCRS Owner /Contr. Opus Northwest CELL No. Building R -2 QA Monitor Karen Trachsel Date 12/29/2004 Description of Soil Surface: Subgrade consists of amended soil, free of ponded water and graded. Subgrade is suitable for clean sand placement, 'Akwadrain' placement and sub -slab methane probe pipe. Subgrade is approved for HDPE installation. I hereby certify that the above surface area is suitable for the installation of geosynthetics, and I shall be responsible for its integrity and suitability in accordance with the specifications from this date to the completion of the installation. g /� �'� E ri$'s_p � 7i ;��{� �` £ n � n 7� ��f 's � 1 � t ' 4 y-- VAIS k +f jxaJ .V P� nS A ` � lift - '� f s..oz .�: 3i.:�..k. -.�«- �r " �:. sFi:.'a -r '�s.5,>s.lL _a. -,r .:. . �. �_`,3.!_. > �.....z_L,_,..r.�s:�a. It � " Y Y3�i S�.�r�.. Name: Karen Trachsel Date: 12/29/2004 Title: CQA Monitor Representing: GeoDesign, Inc. Signature: W +` k. Tri �vvi'p Irttaller R resisYttatlie r a ti ,. Name: Glen Karire Date: 12/29/2004 Title: Supervisor Representing: ACF West ' Signature: � ,.� r +� a s _ -. rr :�ti �' �� '� ; ,�c�;P�,jt�`�.}�.r�a�j!'`'sr^' x '#�"'4''� {� ��.'+�''`R9��3� ^= � }�k�: ' xw A� -c'l' jy:Ti r�:... - �`x.. : "i:. rLeNtn .ii MT r "xt.'C d:3�'? '.raf. r ` k, ,NN, 6. TM , Y ' c� .. y ` . Name: Date: Title: Representing: Signature: HDPE to be installed only in a 5 foot wide strip along perimeter footing on eastern 2/3 of building, per Opus. F C ITY OF TUALATI RECEIVED JAN 1 1 2005 ENGINEERING & at GILDING DEPARTMENT GeoDesign CQA Forms.xls CQA Form 008 Certificate of Soil Surface (2) D U D E K Certificate of Completion This document is client prrveeged information and may only be reproduced with the written consent o1 Dudek A Associates Sheet # 1 &ASSOC,I,ATLS Project Name Bridgeport Village - Building R -2, western 1/3, fire rc Material Desc. Akwadrain, vertical riser pipe, sub -slab methane probes Project No. Opus14 -04 -02 _ Layer _ Primary Secondary Tertiary Owner /Contr. Opus Construction Type Partial Substantial Final QA Monitor Karen Trachsel Date 1/3/2005 Description and Area of Work Being Certified: Area covered with panels 1 through panel 4, panel FR(flre control room) and panel ER1 and ER2 (electrical room) is hereby certified and fully tested and Is suitable for sand and concrete installation. I hereby certify that the above identified work has been inspected and it has been properly installed. I further certify all required testing has been completed and the results are acceptable to the CQA Officer. The methane mitigation system is suitable for its intended use. C(i°e +.NfIOtCOi,: < Name: Karen Trachsel Date: 1/3/2005 Title: CQA Monitor Representing: GeoDesign, Inc. Signature: .. 4 . 074§47 . f i�* uc w ffi si L @ ''2 eanaVatg ' ': K Name: 'Glen Karlsen Date: 1/3/2005 Title: Supervisor Representing: ACF • = y ion ; Signature: ' ®��•�; ,: +yi yti�' . k t 5 ' #�?v�A.y,.,t, "+7iy�' sj�+ ; r r ,E.," . ,... t•" " i"x.`GJd 4af�. '?& "rsi'., . «��'"'�' 2a _. • e :b„..7: r 11Y � ,. t :; .y�, +' `r� FOSi I ;i i Yi s i,: Name: Date: Title: , Representing: Signature: Notes, Observations, Comments: Any damage coursed on the Geosynthetic during sand and concrete installation will be outside Dudek and GeoDesign's responsibility. OFFICE COPY etTY or TUAL■TIM RECEIVED JAN 1 1 2005 ENGINEERING & BUILDING DEPARTMENT Dudek CQA Forms.xls CQA Form 009 Certificate of Completion (1) Date: December 30, 2004 Mr. Jerry Wade Permits and Inspections 18880 SW Martinazza Ave. Tualatin, OR 97062 ro (s Re: Bridgeport Village Buildings: A, B, 00 ,F,G,Grocery, Parking Structure, R1,@ � P'/ Dear Mr. Wade, In accordance with the State of Oregon Registration Rules and Regulations, I hereby notify you and the City of Tualatin, that I have completed my professional involvement as the Architect of Record for the above referenced Project(s). I have retired from architectural practice and I am no longer an employee and officer of Opus Architects & Engineers, Inc. I do not intend to renew my professional registration when my current license expires. It is my understanding that building permits were obtained under the architectural documents I certified, dated as follows: Bldg A: Final Shell Permit, 6/07/04 Bldg B: Final Shell Permit, 5/10/04 Bldg C: Final Shell Permit, 5/17/04 Bldg D: Final Shell Permit, 5/31/04 Bldg E: Final Shell Permit, 4/12/04 Bldg F: Final Shell Permit, 4/26/04 Bldg G: Final Shell Permit, 4/19/04 Grocery: Final Shell Permit, 4/02/04 Parking Structure: Final Shell Permit, 4/30/04 Bldg R1: Final Shell Permit, 9/16/04 Bldg R2: Final Shell Permit, 9/16/04 It is my understanding that Opus Architects & Engineers, Inc. will continue to provide professional services for the Projects. Mr. Lipschultz, of Opus Architects & Engineers, Inc., registration number 4901, has advised me that he will be the Architect of Record for all revisions made to the documents after 10/22/04 (effective date). Revisions to the documents after the effective date will be "clouded" by Mr. Lipschultz indicating his professional responsibility for those revisions to the documents that are now part of the record and on file. I know Mr Lipschultz both personally and professionally. I endorse Mr. Lipschultz to perform the remaining professional duties that are required of him. If you should have any questions, please call me at 612 -920 -0488 Si rely, �J. OFFICE COPY Larry D. erson, ALA CITY OF TUALATIN Registration Number: 3059 RECEIVED Cc. JAN 1 U 2005 Mr. Lipschultz State of Oregon, Board of Registration BUILDING DIVISION TRI - COONT� OFFICE USE ONLY SERVICE CENT Permit Application L) i rece. Jurisdiction: City of Tualatin Date Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 Project/appl. ived �. Permit no.: T ' �F Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: a - 3--19 11 Receipt no.: Clackamas Internet address: www.ci.tualatin.or.us Multnomah Case file no.: Payment type: ME Washington COUNTIES Land use approval: _ 1&2 family: Simple Complex: TYPE OF PERMIT I V 1 & 2 family dwelling or accessory r =' Commercial/industrial If Multi-family New construction ^ Demolition Ili Addition/alteration/replacement 1 1 a t•- n ep Q Fire sprinkler /alarm D Other: JOB SITE INFORMATION Job address: 7315 SW Bridgeport Road Bldg. no.: R2 Suite no.: - -- Lot: Block: 'Subdivision: Bridgeport Village Tax map /tax lot/account no.: Project name: Bridgeport Village Building "R2" Description and location of work on premises/special conditions: Construction of new shell building "R2" OW \F:R FOR SPECIAL INFORMATION, USE CHECKLIST Name: Opus Northwest, L.L.C. (Floodplain, septic capacity, solar, etc.) Mailing address: 1000 SW Broadway, Suite 1130 1 & 2 family dwelling: City: Portland I State: OR j ZIP: 97205 Valuation of work $ Phone: 503 - 916 -8963 I Fax: 503-916-8964 I E -mail: No. of bedrooms/baths Owner's representative: Mike Nichols Total number of floors Phone: 503 - 207 - 5848 Fax: 503 - 670 - 7131 E - mail: New dwelling area (sq. ft.) APPLICANT Garage /carport area (sq. ft.) Name: Opus Northwest, L.L.C. Covered porch area (sq. ft.) Mailing address: 1000 SW Broadway, Suite 1130 Deck area (sq. ft.) City: Portland I State: OR I ZIP: 97205 Other structure area (sq. ft.) Phone: 503-916-8963 Fax: 503 - 916 - 8964 E - mail: Commercial/industrial /multi - family: CONTRACTOR Valuation of work $ '7(z Business name: Opus Northwest, L.L.C. Existing bldg. area (sq. ft.) Address: 1000 SW Broadway, Suite 1130 New bldg. area (sq. ft.) i 3 5F Number of stories TO RY City: Portland I State: OR I ZIP: 97205 Type of construction 31 "Q Phone: 503 - 916 -8963 I Fax: 503-916-8464 I E -mail: Occupancy group(s): Existing: CCB no.: 105336 New: /F1 City/metro lie. no: Metro #7816 Notice: All contractors and subcontractors are required to be ARCHITECT/DESIGNER licensed with the Oregon Construction Contractors Board under Name: Opus Architects & Engineers, Inc. provisions of ORS 701 and may be required to be licensed in the Address: 10350 Bren Road West jurisdiction where work is being performed. If the applicant is City: M innetonka 55343 exempt from licensing, the following reason applies: State: MN ZIP: Contact person: Larry Everson I Plan no.: 3059 Phone: 952-656-4444 Fax: 952 -656 -4529 E -mail: - ENGINEER OFFICE USE ONLY Name: Opus Architects & Engineers Contact person:Mike Lederte Fees due upon application S Address: 10350 Bren Road West Date received: City: Minnetonxa (State: MN ]ZIP: a Amount received $ Phone: 952 - 656-4444 I Fax: 952-656-4529 ( E -mail: Please refer to fee schedule. I hereby certify I have read and examined this application and the Not alt.jyrisdiEtio a acecpIapdit cash, please call jurisdiction for more infomlatiun. attached checklist. All provisions of laws and ordinances governing this ❑ Visa . C] MasterCard work will be complied w' who er speciftt;d cr in or not. eredit card nttmber: / / iris Authorized signatur� I 7 Date: ? 2 7' Name of cardholder as shown on credit card Print name: SI•wt SteP/34e0 — S • Cardholder signature Amount Notice: This permit application expires if a permit is not obtained within 18.9 days after it has been accepted as complete. 440 (6/00 CWM) t4i --------lk N )0,,? //a73.7/ 1-L5' ( / 37 ,. V Ya / 374° , r a 0Z0? 00 y°d( / 35Z o ( .) I '/O •5V P fiA)1$44-1° a2 6" 19, 6 L ° - ' --S ,_t._ -. Ce.. 02 5-61° • . ...:,- , d f 5.'45)1* c i 3 6 . 7 1,L77�‹ - 17S", The issuance of a permit based on the plans, specifications, and other data shall not prevent the Building Official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on there under when in vioiauon of this code or any other ordinances of this jurisdiction. See Section 105.3.1 of IBC. y ._Gc o,�l� Permit No. o / -3YY8 150 J CITY OF TUALATIN DEFERRED FEES AGREEMENT PERMIT NO.: ©V " 39, ` PROJECT NAME: - 161 ili SITE ADDRESS: 73/S % c'�1 ��'�• NAME OF CONTACT: 6J PHONE NUMBER: SDC – Storm Quantity $ c' 1 3 6 .5 Initials: Date Paid: Traffic Impact Fee $ /r Initials: Date Paid: SDC – Sewer $ 6:15 7S. Initials: AL-- Date Paid: R - 5 _ v L i Cnc:�al,„, $c{ u.A, ? yes Vb �e u-w-�- • All water meter fees must be paid at time of permit issuance. • All deferred fees must be paid in full prior to Temporary or Regular Occupancy. • All fees are subject to indexing and can be raised. Signature of Applicant Date cc: Applicant Project File Finance City of Tualatin /Building Division /Deferred Fees /SL- 03.03.04 ?`'MVXTT'N ' 'CITY'OF' TUALATIN - BUILDING DIVISION PERMIT 18880 SW MARTINAZZI AVENUE, TUALATIN, OR 97062 OFFICE (503) 691 -3044 FAX (503) 692 -0147 INSPECTION REQUEST LINE (503) 691 -3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M. Application Number 04- 00003448 Date 12/03/04 Property Address 7315 SW BRIDGEPORT RD BD R2 TAX ACCOUNT NUMBER . 2S1W13DB01700 ALTERNATE ID 01252500 Tenant nbr, name BPV - R2 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 727766 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 9723.00 Permit EROSION CONTROL (W/ BLDG) Additional desc . NEW BLDG SHELL Permit Fee . . . 208.00 Plan Check Fee . . 135.20 Issue Date . . . 12/03/04 Valuation . . . . 727766 Qty Unit Charge Per Extension BASE FEE 40.00 7.00 24.0000 EROS, VAL 100001 AND UP 168.00 Permit PLUMBING PERMIT -COMM /INDUS Additional desc . INTERIOR PLUMB / SHELL ONLY Permit Fee . . . 257.00 Plan Check Fee . . 64.25 Issue Date . . . 12/03/04 Valuation . . . . 0 Expiration Date . 6/02/05 Qty Unit Charge Per Extension 2.00 9.0000 EA PLBG, FLOOR DRAIN /FLOOR SINK 18.00 5.00 9.0000 EA PLBG, OTHER SAN OR POTABLE 45.00 1.00 30.0000 EA PLBG, SAN SEWER FIRST 100FT 30.00 4.00 15.0000 EA PLBG, SAN SEWER EA ADD 100FT 60.00 1.00 20.0000 EA PLBG, WATER SERVICE 1ST 100FT 20.00 2.00 15.0000 EA PLBG, WATER SERV ADD'L 100FT 30.00 1.00 30.0000 EA PLBG, STORM /RAIN DRN 1ST 100FT 30.00 1.00 15.0000 EA PLBG, STORM /RAIN DRN ADD'L 100 15.00 1.00 9.0000 EA PLBG, BACK FLOW PREVENT DEVICE 9.00 PERMIT MUST BE POSTED ON THE JOB SITE FOR INSPECTION. PERMIT WILL BECOME NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 180 DAYS OR WORK IS SUSPENDED OR ABANDONED 180 DAYS. STORM DRAIN & ROAD MAINTENANCE WORKSHEET Type of Construction: New Structure ❑ Addition to Existing ❑ Remodel Change of Use: ❑ No C.] Yes, from to Site Currently Served by City Services: ❑ No ❑ Yes Date: Customer ID No. Service Location ID No. Service Location: 75 ' 5 £0 Customer Name: 0 4 c42.2 ,J w L Old Tax Map No. Lot No. New Tax Map No. Lot No. .�1 W/3 0e5 /70 �� Subdivision Name: ,i3 " Lot No. Architectural Review No. Building Bu Idrng Permit No. Site Acreage: acres = square feet Planning District: SIC Code: Area of Building: 1,2 3 new + existing = total sq. ft. ITE Code: Impervious Surface: new + existing = total sq. ft. ESUs: sq. ft. = 2640 = = ESUs • Multi- Family Units: new + existing = total units Drainage Basin No. Billing Area: Notes: By: Date Entered: Revised E: \Word \Forms \SD &RM Worksheet . 11100 y ,, ...1- . *` re gon Department of Environmental Quality ` ' z e'; : i ii. Northwest Portland Office to `ties; 1 r 2020 SW 4 Avenue, Suite 400 • ' ' ' Theodore Kulo'g°sk4 Governor Portland, OR 97201 -4987 iir �`'• (503) 229 -5263 FAX (503) 229 -6945 TTY (503) 229 -5471 August 22, 2005 Mike McKillip City Engineer City of Tualatin 18880 SW Martinazzi Avenue - Tualatin, OR 97062 -7092 RE: Former Durham Quarry/Bridgeport Village Development DEQ Occupancy Approval for Building R2 Dear Mike: The Oregon Department of Environmental Quality (DEQ) has determined that Opus Northwest has satisfied the methane mitigation requirements for occupancy of Building R2 at the Bridgeport Village Development site. DEQ has confirmed that the following methane mitigation measures have been completed for Building R2: installation and inspection of a sub -slab venting system and 60 -mil flexible membrane liner (high - density polyethylene), installation and verification of gas sensors/alarms inside non - vented spaces within this building, and pre- occupancy methane monitoring of the sub -slab engineering controls and building interiors. Results of the pre - occupancy methane monitoring indicate that methane gas was not detected in the building interior spaces, sub -slab vent risers, or the sub -slab monitoring probes. Documentation of the methane mitigation system construction, inspections and monitoring is provided in the report, "Construction Completion Report, Pad 3, P.F. Chang's, Building R2 and Kiosks #1 Through 7, SW Bridgeport Road and SW 72 Avenue, Bridgeport Village Development Site, Tigard, Oregon ", prepared by GeoDesign, Inc., and dated July 19, 2005. Additional pre - occupancy monitoring data for the building interior of tenant space, R -202, are provided in the GeoDesign, Inc. "Field Report", dated August 15, 2005. Pre - occupancy monitoring data for the building interiors of tenant spaces, R -200 and R -201, are provided in the GeoDesign, Inc. "Field Report", dated August 17, 2005. Confirmation of the installati , , , . , operational status of the methane panel and sensor is provided in the GeoDesign, Inc. " ` - ' ICE C� Report", dated August 2, 2005. Methane gas monitoring for Building R2 interior spaces, sub -slab engineering controls, and TUALATIN surrounding monitoring wells will be performed under DEQ oversight in accordance EIVED draft monitoring plan, "Methane Monitoring and Contingency Plan for Buildings, Sub -Slab Engineering Controls, and Wells For All Buildings at Bridgeport Village Development ", 2 3 2005 ENGINEERING & BUILDING DEPARTMENT 'I/ Mr. Mike McKillip August 22, 2005 Page 2 prepared by GeoDesign, Inc., and dated April 22, 2005. This monitoring plan is currently undergoing DEQ review. Upon DEQ approval, this monitoring plan will apply to all of the buildings at the Bridgeport Village Development site. The DEQ Order on Consent issued to Bridgeport Village, L.L.C., and Washington County contains provisions for continued operation, maintenance, monitoring, and contingencies for the methane mitigation measures. Provisions for protection and any future modifications of the engineering controls are documented in the Easement and Declaration of Restrictions recorded for the Bridgeport Village property. , Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's occupancy approval for Building R2 at the Bridgeport Village development. Sincerely, Jill Kiernan, P.E. Senior Project Engineer cc: Bruce Gilles, DEQ Tim Spencer, DEQ Paul Trone, GeoDesign Robert Davis, Washington County Loretta Skurdahl, Washington County Teresa Wilson, Washington County John Drentlaw, Opus Northwest Bob Dye, Bridgeport Village Jean Paul Wardy, Center Oak Properties Brad Osmundson, Opus Northwest Rene France, Ball Janik Nanci Klinger, Davis Wright Tremaine Tom Lindley, Perkins Coie CITY OF T UALATIN RECEIVED AUG 2 3 2005 ENGINEERING & RIIII.OIN(; OFPARTMFMT 1 Date: December 30, 2004 Mr. Jerry Wade Permits and Inspections 18880 SW Martinazza Ave. Tualatin, OR 97062 Re: Bridgeport Village Buildings: A,B,C,D,E,F,G,Grocery, Parking Structure, R1(k Dear Mr. Wade, In accordance with the State of Oregon Registration Rules and Regulations, I hereby notify you and the City of Tualatin, that I have completed my professional involvement as the Architect of Record for the above referenced Project(s). I have retired from architectural practice and I am no longer an employee and officer of Opus Architects & Engineers, Inc. I do not intend to renew my professional registration when my current license expires. It is my understanding that building permits were obtained under the architectural documents I certified, dated as follows: Bldg A: Final Shell Permit, 6/07/04 Bldg B: Final Shell Permit, 5/10/04 Bldg C: Final Shell Permit, 5/17/04 Bldg D: Final Shell Permit, 5/31/04 Bldg E: Final Shell Permit, 4/12/04 Bldg F: Final Shell Permit, 4/26/04 Bldg G: Final Shell Permit, 4/19/04 Grocery: Final Shell Permit, 4/02/04 Parking Structure: Final Shell Permit, 4/30/04 Bldg R1: Final Shell Permit, 9/16/04 Bldg R2: Final Shell Permit, 9/16/04 It is my understanding that Opus Architects & Engineers, Inc. will continue to provide professional services for the Projects. Mr. Lipschultz, of Opus Architects & Engineers, Inc., registration number 4901, has advised me that he will be the Architect of Record for all revisions made to the documents after 10/22/04 (effective date). Revisions to the documents after the effective date will be "clouded" by Mr. Lipschultz indicating his professional responsibility for those revisions to the documents that are now part of the record and on file. I know Mr. Lipschultz both personally and professionally. I endorse Mr. Lipschultz to perform the remaining professional duties that are required of him. If you should have any questions, please call me at 612 -920 -0488 Si rely, COP OFFICE Larry D. erson, AIA CITY OF TUALATIN RECEIVED Registration Number: 3059 Cc. JAN 1 0 2005 Mr. Lipschultz BUILDING DIVISION State of Oregon, Board of Registration 'D U D E K Certificate of Completion • �c [1 S 5 t1 L I A T L' S This document is client privileged information and may only be reproduced with the written consent of Dudek 8 Associa Sheet # 1 Project Name Bridgeport Village - Building R -2, western 1/3, fire rc Material Desc. Akwadrain, vertical riser pipe, sub -slab methane probes Project No. Opus14 -04 -02 Layer Primary Secondary Tertiary Owner /Contr. Opus Construction Type Partial Substantial Final QA Monitor Karen Trachsel Date 1/3/2005 Description and Area of Work Being Certified: Area covered with panels 1 through panel 4, panel FR(fire control room) and panel ER1 and ER2 (electrical room) is hereby certified and fully tested and is suitable for sand and concrete installation. I hereby certify that the above identified work has been inspected and it has been properly installed. I further certify all required testing has been completed and the results are acceptable to the CQA Officer. The methane mitigation system is suitable for its intended use. cs��, y12 J ' r � -t f) � ` a s,. Y ` d t - 1c n ` v. g�b 41);. t ;4!'L� `!'`�,rc #' , . c F f, CQA Mo ftor s' Name: Karen Trachsel Date: 1/3/2005 Title: CQA Monitor Representing: GeoDesign, Inc. Signature: r..., k:: .......w...�;. ,.> _e .6 i._,., �s. $' . 1 -�,� ` `- i y �� i1 J'`� d f , k '�?. ,• ,�t.,,c .it .r j _r? 9 dk" ' 5 "�4a� te'H ...a .�:�� .�..� :Fhb � �.n y V 2 i �F a'. !atN .�t� Name: Glen Karisen Date: 1/3/2005 Title: Supervisor Representing: ACF Con on Signature: ,� i' i � T itr ,. :� * jI :. s.�.:3�71,•.. �_Si` ;.;_ma ..... .t,: �_ ;�s�', iv.,,...,iY '+c, a. �_ Y .. 'd M?:" 3 �e � � .�, '1.' '��ss�.. .s.. : Name: Date: Title: Representing: Signature: Notes, Observations, Comments: Any damage coursed on the Geosynthetic during sand and concrete installation will be outside Dudek and GeoDesign's responsibility. COPY O ff %C CITY OF T 1 1 E A IN D JAN 11 2oe5 ENGtNEER1N & BUILDING DEPARTMENT Dudek CQA Forms.xls CQA Form 009 Certificate of Completion (1) 24 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES Contractor's Material and Test Certificate for Underground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name � R I ` R F -T s Date b / . Property address 731 S W r .490 eo ` — -/ sp./ Q� . 72 z Accepted by approving authorities (names) C e�Y /r--44otrio L��( t7M v 7 _ Address , Ss o S.W. MAR - r j izZf Av�. TA4i.A — ,1A. OR Plans Installation conforms to accepted plans ® Yes ❑ No Equipment used is approved ® Yes Q No If no, state deviations Has person in charge of fire equipment been instructed as to location of Q Yes ® No control valves and care and maintenance of this new equipment? If no, explain / - � 3vur r 5 /J�7 "?1-1 �NtSrt�� — A LL UiUDr�¢ cOA.J.574 Instructions Have copies of appropriate Instructions and care and maintenance n Yes . No • charts been lett on premises? • It no, explain • Sell Aro oVls Location Supplies buildings Pipe types and class Tye joint ` / ( n r , S 6I? Z 4- DZ CL 52 ■504- SP, Grrr Pipe conforms to Fittings AUJ(AJAC /5! standard ® Yes I ) No Underground conforms to ^ standard Yes Ti No pipes and joints If no, explain c I10 Joints needed anchorage clamped, strapped, or blocked in . Yes Ti No accordance with AWWA Cfoco standard If no, explain — ^LiSTR.Anursp 5 "e 5-1 1.0."-- Flushing; Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow -offs. Flush at flows not less than 390 gpm (1476 Umin) for 4 -in. pipe, 880 gpm (3331 Umin) for 6 -in. pipe, 1560 gpm (5905 Umin) for 8 -in. pipe, 2440 gpm (9235 UmIn) for 10 -In. pipe, and 3520 gpm (13,323 Umin) for 12 -in. pipe. When supply cannot produce stipulated flow rates, obtain maximum available. Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.8 bar) for 2 hours or 50 psi (3.4 bar) above Test static pressure in excess of 150 psi (10.3 bar) for 2 hours. description Leakage: New pipe laid with rubber gasketed joints shall, if the workmanship is satisfactory, have little or no leakage at the joints. The amount of leakage at the joints shall not exceed 2 quarts per hour (1.89 Uhr) per 100 joints Irrespective of pipe diameter, The leakage shall be distributed over all joints. If such leakage occurs at a few joints, the Installation shall be considered unsatisfactory and necessary repairs made. The amount of allowable leakage specified above can be increased by 1 fluid ounce per inch valve diameter per hr. (30 mL/25 mrn/hr) for each metal seated valve isolating the test section. If dry barrel hydrants are tested with the main valve open so the hydrants are under pressure, an additional 5 ounces per minute (150 mUmin) leakage is permitted for each hydrant. New underground piping flushed according to �, Yes Ti No NFPA 2 0.I0.Z.I standard by (company) KEN LtrAwY GoNS -ta x nom z . If no, explain ■ Zy /A to. to,2. ) / /� ill How flushing flow was obtained Through what type opening I I I L / V � Flushing Public water U Tank or reservoir Fire pump ❑ Hydrant butt I I Open pipe jests Lead -ins flushed according to 1JFPA24/o.t0.2. t standard by (company) tgr Yes Ti No If no, explain & 2i/A1 10.10.2.1 L Ks,w? C,cr.1S-Trwyrk J/A.tt. OFFICE COPY How flushing flow was obtained Through what type opening ® Public water ❑ Tank or reservoir U Fire pump ❑ Y connection to flange ® Open pipe, , pT and spigot i 1 Y C / rAbi2� N FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for Underground Piping. [ I VLU FEB 0 7 Z005 2002 Edition ENGINEERING & BUILDING DEPARTMENT • ABOVEGROUND PIPE AND FITTINGS 24-17 • Hydrostatic All new underground piping hydrostatically tested at Joints covered test a0O psi for hours © Yes ❑ No Total amount of leakage measured Leakage gallons hours test Allowable leakage gallons hours Number installed Type and make All operate satisfactorily Hydrants ❑ Yes ❑ No Water control valves left wide open ❑ Yes ® No Control If no, state reason SySTZM 5t DOWN ro.e, .5fR.tVKL1v'Q t valves ht SIER 1 A rGThupT 25■ S.D i $u«ot Hose threads of fire department connections and hydrants interchangeable with ® Yes ❑ No those of fire department answering alarm Date left in service Remarks Name of installing contractor 1<EL) L cj'sw C•oN5712oc el. , JC• Signatures Tests witnessed by For prJ•e , •,. • : -i.ned) 1 Title Date . For st Ilan• co r. •r (signed) I Title Date I C Q— p Additional explanation and notes OFFICE C (NFPA 24, 2 of 2) FIGURE 10.10.1 Continued CITY OF T UALATIN RECEIVED FEB 0 7 2005 ENGINEEREE & BUILDING DEPARTMENT DUDEK Certificate of Soil Surface This document is client privileged information and may only be reproduced with the of Dudek & Associates eprouce e written consent Sheet # 1 Project Name Bridgeport Village Material Desc. Subgrade Project No. Opus- 14 -04 -02 General Desc. Subgrade Operations LCRS Owner /Contr. Opus Northwest CELL No. Building R -2 QA Monitor Karen Trachsel Date 12/29/2004 Description of Soil Surface: Subgrade consists of amended soil, free of ponded water and graded. Subgrade is suitable for clean sand placement, 'Akwadrain' placement and sub -slab methane probe pipe. Subgrade is approved for HDPE installation. I hereby certify that the above surface area is suitable for the installation of geosynthetics, and I shall be responsible for its integrity and suitability in accordance with the specifications from this date to the completion of the installation. "� �'�'R' �s ,t r,� .�;,.�'�:. � *�. n � �,y� ��-'& - d .- t4� � a �c- �, 4i. r ^l+a r Ir ! t <. , P 4 c �� t �%"° t ry .�. fli Y4I ie` F'_t r';� ' a.; _t �:y¢ t s s !, , � _'�3'_'.0 �` .. :s��y ��m,: a.i.. .r..:� r °:a- .sf✓.j° id:: �•_ 5, 5�••s:3:.'�,.k�3.�.'� °�- � -4._kf tii.�fc-.. Name: Karen Trachsel Date: 12./29/2004 Title: CQA Monitor Representing: GeoDesign, Inc. Signature: -V G -f... F . :K V a r 1 .. , ". �u -. a > • Name: Glen Kart 'e ,w' Date: 12/29/2004 Title: Supervisor Representing: ACF West Signature: •, _F ZL ae.V's I Z v tl .c l f{, ''„ 5 w.� : SA'iN� ��.y. 3�3�Axt��.,�'`�t�r16 �a�:3r Name: Date: Title: Representing: Signature: HDPE to be installed only in a 5 foot wide strip along perimeter footing on eastern 2/3 of building, per Opus. OFFI CITY OF TUALATIN NECEIVCD JAN 1 1 2005 ENGINEERING & Rt1R DING DEPARTMENT GeoDesign CQA Forms.xls CQA Form 008 Certificate of Soil Surface (2) y � Department of Environmental Quality tf:l' ` lJrego Northwest Region Portland Office ; {uwv� , r: , 4 st`�'.� � 2020 SW 4 Avenue, Suite 400 • Theodore Kulongoski, Governor Portland, OR 97201 -4987 ta_i•.- (503) 229 -5263 FAX (503) 229 -6945 TTY (503) 229 -5471 December 1, 2004 Paul Trone John Drentlaw GeoDesign, Inc. Opus Northwest, LLC 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsite Portland, OR 97224 17001 SW 72 Avenue Tigard, OR 97224 Robert Davis Washington County 155 N. First Avenue, Suite 300 Hillsboro, OR 97124 -3072 RE: Former Durham Quarry/Bridgeport Village Development DEQ Approval of Plans and Specifications for Building R1 DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building R1 at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building R1 plans and specifications were dated November 3, 2004, and November 4, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, Jill Kiernan, P.E. Senior Project Engineer cc: Tim Spencer, DEQ Renee France, Ball Janik OFFICE COPY Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright Tremaine Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin CITY OF TUALATIN RECEIVED DEC 0 1 2004 I BUILDING DEPARTMENT Washington Cou++ti. Oregon 2004- 134945 11124/1004 11 :44:15 AM o+rr� Crtt•1 itn+21 R !CORG $1 s20.40 $0.00 $ t 1.00 • Tow ■ $3 After Return to: goilliiiiiiii iiii.111 I A MI 2004 City of Tualatin I. J.rry ce, « ,, if, dor e / A . . ". nt .nd Ts n en rY . ndlt-0 11' aNGungrCl. rk torN'a. W nptonCod ,4.. . ) 1 O. pn don w . by es:trythat tM Z C Attn: Brenda L. l3 aden, ES(]. wrltl wa nadrN .nd rd. Inp+. b v v k .r "1' 18880 SW Martina4x wards �.0d . + J.rryR k.nwn, Dfr.dw ..„rn Tue c .,. ' y � Tualatin, OR 97062 oz.o,ld. County Clot* — GREASE INTERCEPTORS MAINTENANCE AGREEMENT DATED: 1• -3 , 2004 BY: BRIDGEPORT VILLAGE, L L.C., a Delaware limited liability company ( "Declarant ") FOR THE BENEFIT OF: CITY OF TUALATIN (the " City" ) Recitals: A. Declarant owns the real property (the "Property") legally described on the attached Exhibit A. B. As part of Declarant's development of the Property, Declarant has installed a grease interceptor serving Building R -1 with street addresses of 7331 -7341 SW Bridgeport Road ( "Building R-l") and a grease interceptor serving Building R -2 with street addresses of 7315- 7327 SW Bridgeport Road (collectively, the "Interceptors"). Building R -1 and Building R -2 are collectively referred to in this Grease Interceptors Maintenance Agreement (the "Agreement") as the `Buildings." The Interceptors will be used in common by the tenants in the Buildings. C. The City is willing to accept the use of the common Interceptors serving more than one tenant if Declarant provides for the perpetual maintenance of the Interceptors, as set forth in this Agreement. A,t'rccments: NOW, THEREFORE, in consideration of the City's acceptance of Declarant's installation of one grease interceptor serving each Building that will serve the tenants of such Building in common, Declarant agrees as follows: 1. Maintenance. The holder of fee title to the Property from time to time (the "Owner") shall maintain the Interceptors in good working order and condition in accordance with all applicable regulations. All maintenance of the Interceptors shall be performed in a good and workmanlike manner. CITY OF TUALATIN RECEIVED I ::ODMATCDOCS'J ORTLAND‘46399011 DEC 0 9 2004 ENGINEERING & OFFICE COPY BUILDING DEPARTMENT I ' 111111111111111111111111111 2004 - 194946 2. lartemnitz. The Owner shall indemnify, defend, and hold harmless the City from and against all claims, costs, expenses and liabilities (excluding consequential, punitive, special, incidental, and similar type damages) related to injuries to persons or property that are determined to be caused by the Owner's negligence or willful misconduct in connection with its performance of or failure to perform the maintenance of the Interceptors as required by this Agreement, provided the City tenders defense of any claim subject to Owner's indemnity to Owner in sufficient time to avoid prejudice, and Owner shall be entitled to defend the same with counsel of its selection and reasonably acceptable to the City. 3. Duration of Agreement. This Agreement shall run with the Property in perpetuity. The rights, covenants, and obligations contained in this Agreement shall bind, burden, and benefit the Owner and the City and their respective successors and assigns. 4. Miscellaneous. Whenever a transfer occurs in the ownership of the Property, the transferor shall have no further liability for breach of covenant occurring thereafter. The City agrees to look solely to the interest of Owner in the Property for the recovery of any judgment from Owner, it being agreed that Owner and its partners, directors, officers, members, managers or shareholders shall never be personally liable for such judgment. 5. Attorneys' Fees. If a suit, action, or other proceeding of any nature whatsoever is instituted to interpret or enforce any rights hereunder, the prevailing party shall be entitled to recover its attorneys' and other experts' fees and expenses actually incurred and reasonably necessary in connection therewith, as determined by the court at trial or on any appeal or review, in addition to all other amounts provided by law. IN WITNESS WHEREOF, the undersigned has caused this instrument to be duly executed as of the date first written above. [SIGNATURE FOLLOWS ON NEXT PAGE.) 2 ::ODMAWCDOCS\PORTLAND■465990\3 Y900 331110 , , , . 111111111111111111111 111 2004 - 184946 DECLARANT: BRIDGEPORT VILLAGE, L.L.C., a Delaware limited liability company By: Opus Northwest, L.L.C., its manager By _-.. . �' Its: I ' rc.E 4 :s i • t oca.it -. vs..,A-w4ht.rEL- STATE OF OREGON ) J , , ) ss• City of fk?'luo/ ) The foregoing ent was acknowledged before me this 23.(41 day of )'J 6 ile44112 v , 2004, by 0 h n park ( I , who is the VIC2. Prr54& hofOPUS NORTHWEST, L.L.C., a Delaware limited liability company, on behalf of the limited liability company. n Notary Publi in and for a Siats of gon My Commission Expires: 5/) e f e 7; 4- Accepted by City of Tualatin ', / 1 OFFICIAL SEAL By Zdatet ,, ERIN l JORDAN Its: er ,L r NorEal, PUSLIGOREGON '�` `s : COMMISSION N0.368819 MY COMMISSION EXPIRES MAY 19, 2007 CITY OF TUALATIN RECEIVED 3 ::ODMA\PCDOCS\PORTLAN DEC 09 2004 ENGINEERING & OFFICE COPY BUILDING DEPARTMEUT IIIII1IIIIIIMlIlIiIIIIIl1 2004- 134946 EXHIBIT A Legal Description of Property A portion of the Northeast'/. of Section 13, Township 2 South, Range 1 West, Willamette Meridian, County of Washington, State of Oregon, being more particularly described as follows: Commencing at the' /," Iron Pipe marking the Southwest Corner of Lot 19, Council View Acres, a Plat of Record in Washington County; thence along the South line said Lot 19, being also the South line of the Northeast /, of Section 13, Township 2 South, Range 1 West, Willamette Meridian, S88 °50'31 "E, 146.84 feet to Southeast Corner of said Lot 19 and the True Point of Beginning; thence along the East line of said Lot 19, N01°05'30"E, 277.00 feet to the Northeast Corner thereof; thence along the North lines of Lots 18 through 11, inclusive, said Plat, S88 °50'31"E, 1132.60 feet to a point of non - tangent curvature; thence leaving said line, along the arc of a 369.00 foot radius curve concave to the Northwest, through a central angle of 11 °40'40" (chord bears S10°58'58 "W, 75.08 feet) a distance of 75.21 feet to a point of non - tangency; thence S61 °53'33 "W, 33.64 feet to a point of non - tangent curvature; thence along the arc of a 346.00 foot radius curve concave to the Northwest, through a central angle of 10°45'51" (chord bears S26°08'27"W, 64.91 feet) a distance of 65.00 feet to a point of non - tangency; thence SI0°58'SS'E, 21.07 feet to a point of curvature; thence along the arc of a 27.00 foot radius curve concave to the Northwest, through a central angle of 48°10'20" (chord bears S 13°06' 15"W, 22.04 feet;) a distance of 22.70 feet to a point of compound curvature; thence along the arc of a 369.00 foot radius curve concave to the Northwest, through a central angel of 03°04'03" (chord bears S38° 43'27"W, 19.75 feet) a distance of 19.76 feet to a point of tangency, thence S40°15'29"W, 51.41 feet; thence N49°44'31"W, 7.00 feet; thence 540°15'29 "W, 15.00 feet; thence S49°44'31 "E, 7.00 feet; thence S40°15'29 "W, 23.70 feet the South line of the Northeast 'A Corner of said Section 13; thence along said line, N88 °50'31 "W, 993.71 feet to the Point of Beginning. 1 .:ODMAIPCDOCSIPORTCAND`46599013 �:f?�\ b Department of Environmental Quality :: t' . , = .. 1i lJr egon Office " ' iN11'J i r • 7 2020 SW 4 Avenue, Suite 400 ,' ` Theodore Kulongoski, Governor Portland, OR 972014987 lil (503) 229 -5263 — 14 - 1:_--7 FAX (503) 229 -6945 December 1, 2004 TTY (503) 229 - 5471 Paul Trone John Drentlaw GeoDesign, Inc. Opus Northwest, LLC 14945 SW Sequoia Parkway, Suite 170 Bridgeport Village Jobsite Portland, OR 97224 17001 SW 72n Avenue Tigard, OR 97224 Robert Davis Washington County 155 N. First Avenue, Suite 300 Hillsboro, OR 97124 -3072 RE: Former Durham Quarry/Bridgeport Village Development DEQ Approval of Plans and Specifications for Building R2 DEQ has reviewed and is pleased to provide approval of the plans and specifications for methane mitigation measures for Building R2 at the Bridgeport Village/Former Durham Quarry site in Tigard and Tualatin, Oregon. The Building R2 plans and specifications were dated November 3, 2004, and November 4, 2004, respectively, and were prepared by GeoDesign, Inc., and Dudek and Associates, Inc. DEQ has noted that the vent spacing in Drawing V -1 does not meet the specification for placement of no more than 25 feet from any portion of the foundation. The corners of the building at gridlines E -7 and D.1 -8 are more than 25 feet from the vents. DEQ requests modification to the ventilation piping layout such that these areas are within 25 feet of the vents. Please modify Drawing V -1 as appropriate and re- submit to DEQ for the project file. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's review and approval of these plans and specifications. Sincerely, Jill Kiernan, P.E. Senior Project Engineer OFFICE COPY cc: Tim Spencer, DEQ Renee France, Ball Janik Derek Reed, Dudek & Associates Brad Osmundson, Opus Northwest Teresa Wilson, Washington County Nanci Klinger, Davis Wright TremaineC,TY OF TUALATIN Loretta Skurdahl, Washington County Mike McKillip, City of Tualatin RECEIVED DEC 0 1 2004 FNGINFFRING R, I BUILDING DEPARTMENT! 4/ 4 - i► CITY OF TUALATIN * ** CUSTOMER RECEIPT :i' ** Date: 4/29/04 01 Receipt no: 15897 Description Quantity Amount 2004 :3448 BP BUILDING PMT 1.00 $4025.50 PER I T 3 OPUS BRIDGEPORT VILLAGE LLC 10350 BREN ROAD WEST MINNETONKA, MN 55343 PERMIT 04 -3448 BLDG R -2 Tender detail CK CHECK 1305 $4025.50 Total tendered $4025.50 Total payment $4025.50 Trans date: 9/29/04 Time = 14 :27 ** THANK YOU FOR YOUR PAYMENT ** CITY OF TUALATIN * ** CUSTOMER RECEIPT * ** • Batch ID: 12/03/04 01 Receipt no: 26812 Tp Sv Description Qty Amount Tender detail CK Ref #: 1387 $16742.00 CK Ref #: 1386 $17242.00 CK Ref #: 6343 $698.25 Total tendered: $34682.25 Total payment: $34682.25 Trans date: 12/03/04 Time: 11:54:21 ** THANK YOU FOR YOUR PAYMENT ** CITY OF TUALATIN * ** CUSTOMER RECEIPT * ** • Batch ID: 12/03/04 01 Receipt no: 26812 Tp Sy Description Qty Amount 2004 3594 BP BUILDING PMT 1.00 $58.52 PERMITS 2004 3447 BP BUILDING PMT 1.00 $17039.92 PERMITS 2004 3448 BP BUILDING PMT 1.00 $17583.81 PERMITS CASCADE MECHANICAL 275 SE 4TH AVE ESTACADA, OR 97023 PERMITS R1 /R2 /FOUNTAIN PLUMBING OPUS 10350 BREN ROAD WEST MINNETONKA, MN 55343 R1 /R2 BUIDINGS CITY OF TUALATIN * ** CUSTOMER RECEIPT * ** Batch ID: 1/06/05 01 Receipt no: 32772 Tp Sy Description Qty Amount 2004 3101 BP BUILDING PMT 1.00 $75.60 PERMIT 2004 3447 BP BUILDING PMT 1.00 $119.70 PERMITS 2004 3448 BP BUILDING PMT 1.00 $119.70 PERMITS 2004 3599 BP BUILDING PMT 1.00 $896.42 PERMITS CASCADE MECHANICAL SYSTEMS 275 SE 4TH AVE ESTACADA, OR 97023 PLUMBING PERMITS Tender detail CITY OF TUALATIN * ** CUSTOMER RECEIPT * ** Batch ID: 1/06/05 01 Receipt no: 32772 Tp Sy Description Qty Amount CK Ref #: 5510 $1211.42 Total tendered: $1211.42 Total payment: $1211.42 Trans date: 1/06/05 Time: 11:59:56 ** THANK YOU FOR YOUR PAYMENT ** CITY OF TUALATIN * ** CUSTOMER RECEIPT * ** Batch ID: 1/27/05 01 Receipt no: 37111 Tp Sy Description Qty Amount 2004 3447 BP BUILDING PMT 1.00 $226.74 PERMITS 2004 3448 BP BUILDING PMT 1.00 $241.44 PERMITS DELTA FIRE INC 14795 SW 72 ND AVE PORTLAND, ORE 97224 R1 R2 FIRE SPRINKLERS Tender detail CK Ref #: 12893 $468.18 Total tendered: $468.18 Total payment: $468.18 Trans date: 1/27/05 Time: 12:56:32 ** THANK YOU FOR YOUR PAYMENT ** DATE: PLANS CHECK NO.: 7 6IJ ^ 3J7S PROJECT TITLE: 6 t ) 1-4 14 COUNTYWIDE TRAFFIC IMPACT FEE APPLICANT: � uI•y- . WORKSHEET ` MAIUNG ADDRES k) J /1.7 (FOR NON - SINGLE FAMILY USES) CITY/ZIP/PHONE c 7(01 - � � I t IJ Me — RATE PER TAX MAP NO It LAND USE CATEGORY TRIP ` SITUS NO. ADDRESS: �� : ,_ RESIDENTIAL �� / 5 C) ,iz, 6� BUSINESS AND COMMERCIAL $69,00 ._ OFFICE INDUSTRIAL ti 5900 INSTITUTIONAL $ //M PAYMENT METHOD: CASH/CHECK CREDIT INSTITUTIONAL ONLY: BANCROFT (PROMISSORY NOTE) ' LANO USE CATEGORY DESORPTION OF ': WEEKDAY AVG. TRIP WEEKEND AVG. TRIP DEFER TO OCCUPANCY /-. , , USE ' RATE / ( / I RATE BASIS: ye 3 . /tnc; CALCULATIONS: `' q //y, ,) e, ?a �C �3' = f� 3:��t. I� .„ . PROJECT TRIP GENERATION: • FEE:, J 9 3/c) 73 FOR ACCOUNTING PURPOSES ADDITIONAL NOTES: ONLY ROAD AMT.: TRANSIT AMT.: PREPARED BY: May 21.2002 D at hee102 -03.Ooc CC WAS,UNGTON COUNTY TIF NOTEBOOK (4 =4.` : 4, Department of Environmental Quality $IP re On Northwest Region Portland Office �'° 2020 SW 4 Avenue, Suite 400 \ • �. : -. , :F : j Theodore Kulongoski Governor Portland, OR 97201 -4987 •� '+ (503) 229 -5263 t'I >E.. FAX (503) 229 -6945 TTY (503) 229 -5471 August 30, 2005 Mike McKillip City Engineer City of Tualatin 18880 SW Martina7zi Avenue Tualatin, OR 97062 -7092 RE: Former Durham Quarry/Bridgeport Village Development DEQ Occupancy Approval for Tenant Spaces C102 and R202 Dear Mike: The Oregon Department of Environmental Quality (DEQ) has determined that Opus Northwest has satisfied the methane mitigation requirements for occupancy of Building C Tenant Space C102 (Coach) and Building R2 Tenant Space R202 (California Pizza Kitchen) at the Bridgeport Village Development site. DEQ has confirmed that the appropriate methane mitigation measures have been installed or repaired as part of the remodel for these tenant spaces. Pre - occupancy methane monitoring of the interior spaces has also been performed and the results indicate that methane gas was not detected in any of the spaces. Documentation of the installation and repairs to the methane mitigation measures is provided in the report, "Remodel Construction Completion Report, Building C Tenant Space C102, Building R1 Tenant Space R100, Building R2 Tenant Space R202, Coach, Sinju Sushi, and California Pizza Kitchen, Bridgeport Village Development Site, SW Bridgeport Road, Tigard, Oregon ", prepared by GeoDesign, Inc., and dated August 30, 2005. Monitoring data for the interior spaces of these tenant spaces are provided in the following Field Reports, prepared by GeoDesign, Inc.: Building C Tenant Space C102 — "Field Report ", dated August 16, 2005; and OFFICE COP Building R2 Tenant Space R202 — "Field Report", dated August 15, 2005. Methane gas monitoring for Buildings C and R2 interior spaces, sub -slab engineering controls, I and surrounding monitoring wells will be performed under DEQ oversight in accordance with the draft monitoring plan, "Methane Monitoring and Contingency Plan for Buildings, Sub -Slab Engineering Controls, and Wells For All Buildings at Bridgeport Village Development ", prepared by GeoDesign, Inc., and dated April 22, 2005. This monitoring plan is currently undergoing DEQ review. Upon DEQ approval, this monitoring plan will apply to all of the buildings and spaces at the Bridgeport Village Development site. CITY OF TUALATIN RECEIVED AUG 3 1 2005 / ENGINEERING & I✓ BUILDING DEPARTMENT Mr. Mike McKillip August 30, 2005 Page 2 The DEQ Order on Consent issued to Bridgeport Village, L.L.C., and Washington County contains provisions for continued operation, maintenance, monitoring, and contingencies for the methane mitigation measures. Provisions for protection and any future modifications of the engineering controls are documented in the Easement and Declaration of Restrictions recorded for the Bridgeport Village property. Please feel free to call me at 503- 229 -6900 if you should have any questions regarding DEQ's occupancy approval for Building C Tenant Space C102 (Coach) and Building R2 Tenant Space R202 (California Pizza Kitchen) at the Bridgeport Village Development site. Sincerely, Jill Kiernan, P.E. Senior Project Engineer cc: Bruce Gilles, DEQ Tim Spencer, DEQ Paul Trone, GeoDesign Robert Davis, Washington County Loretta Skurdahl, Washington County Teresa Wilson, Washington County John Drentlaw, Opus Northwest Bob Dye, Bridgeport Village Jean Paul Wardy, Center Oak Properties Brad Osmundson, Opus Northwest Rene France, Ball Janik Nanci Klinger, Davis Wright Tremaine Tom Lindley, Perkins Coie D f J b fre, - t - Arr. (Agc`0.-- tnY•�'G o�.rwtc ■ 43.e VENTILATION TEST SHEET 5 .l f'- Ge 6 r/ !9 5g �( PROJECT: J .��. . • . / 'i: DATE: 8 Z5 V J SYSTEM: 't 315',n✓tPr E: t' . . . - , - ' ''' 7 . 1‘ -, :!' 4,7q14 iZ4 - { . '�' ?Y.'Y' a*, � e �Y' a f , { , t l�Yr 1 BE "ME 1 �� MIMI '5 16 A 0 , f � ,,, ‘,,,,,./ mig, MI IMII ,, I ' MI .1 �I 3c..z.) 1 5 ReMilinli ill 25 D 241E31 S I1&3 T 73 CP I I_ a1?1 MIMI= 22 2 5 2 2 - - NM 451 45(5 MI I in , 1 a 10 0 -06 NE BEI l 1- 1 EIM MN _D 1121 2K 12'66 I D (Y6 lIC SOD 3 �s 4. 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FINA -' :: `' REQUIRED / X/ FINA CFM 35F.S 3585 35 6 6 is l 66 76,0 IN /OUT/TSP r I: 9 , ' / 5 G '1 5-1 ,1 4 e_. 4(2_ ., 7 AMPERAGE f" ` f <.I z_1.7 . .�_ tC 331) VOLTAGE (,0o - 3 - 5 piiiii L-1‘o." _C D rinnEl , ? RPM 5cf c SHEAVE 3 J A l V,.- 14 0 /` 7 li 1 0 1 343 HORSE POWER ,- 7)'-), S.F. MANU. J [ ( 5 tto l ' ':':.' • :- :: , A/X, 6 gli. 4 k ) t i C 7. FAN RPM -1 L g L FAN PULLEY ) 1 1 61C }yr411 t1) 1 3/ ( - C x / i BELTS 6xi fry A ?5 F - - - ---', 1 OSA 9 y 0 i!5 Z . , ; H O V ! S - J iten olive- `laji\a-c-vt--- 1M I A OGAZ 6 5 ka,,,i„, ::?:,„ k 5 3,75 1 *1 '7nr' 12- FAN DATA SHEET PROJECT: A P; a a SYSTEM: 2,T0 - 3 4 9 DATE: 8-C— OS R.TO -3 R 1u—i t MANUFACTURER 4 1 -- "G v r►,e,_ E MODEL YS6 ` 1116041 1 A I0 y6D rziHA N SERIAL # 57 . 10 - 2 26 L 60 U q6 D �� r � F � � � ,: G REQUIREDa A , \ FINAL' K` , : .W . l,7Aei .Rviatt' r$ "1 C:.?fi'.� - $. :.K ier. , CFM Y 4 6O 4060 l ; 62. 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FAN RPM V FAN PULLEY k'Q 1-{ BELTS OSA 14/1 J 1--.v re o 54 nr 17— FAN DATA SHEET PROJECT: A Y ; -L Zh r SYSTEM: F - 3 4 H DATE: j - 2.S .-- " - Os g -3 FF_if MANUFACTURER Ire_ __________ MODEL O V 3G H rr 9 1 SERIAL # /J /// _ / REQUIRED FINA . REQUIRED ANAL CFM 60 v I &1O 1- 1...CQ 1 d i tlj70 IN /OUT/TSP AMPERAGE , €3/(j , 3. q C 61 S -- VOLTAGE c - (0 ( 1c`-(— -- -. i RPM /7Z D I / ) YO fii) SHEAVE I 1 HORSE POWER • 2_,' . 2‹°'" S F MANU. ) r v I J At l ," ipg . FAN RPM ') i PP FAN PULLEY BELTS OSA \ ( / ,i_ PIA i ev.41,A,e,46) /0.057.17,;f - 1/ Ai %/' FAN DATA SHEET PROJECT: OA p; Z Z c\ SYSTEM: - S 1- ( A V'' DATE: ? -45 GF MAV_` MANUFACTURER MODEL �� (C171 SERIAL # � /IA 'REQUIRED ` FINAL REQUIRED 114 FINAL CFM 7 s I -55 L lS ! 0E IN/OUT/TSP 71 1 AMPERAGE � 17S 7r 7i 7� VOLTAGE RPM 1 J OP ) 71 0 (7771) SHEAVE )0(, HORSE POWER , S.F. MANU. S�`� ifif I s l S FAN RPM 96-7 FAN PULLEY 7 jJ K 70 BELTS Z ? \ f'Ea OSA SEP -01 -2005 THU 11 :02 AM FAX N0. P. 01 00/31/2005 07:11 503 - 281 - 7579 MAYES PORTLAND PAGE 02 'FISTING mityEs ENGINEERS, INC. 117-16421 ear a> O 14n.+ 91h1 SvNa b1 1eit=3 = 7-_--.• gm* WA 0820 ph 426.742.00 August 30, 2005 taw 423.7460737 worm gnaw City of Tualatin Building Department was s iOma Way 18880 SW Martinmul Avenue UN 6-2 nwon+a. WA 28428 Portland, OR 97002 f* 253.564.3720 fax 261624.3707 RE: FINAL SUMMARY REPORT Poreene a-. California Pisan Kitchen 7911 NE ad OMa einw 190 7315 SW Bridgeport Portent OR 17211 Tigard, OR ph ea9.221.7515 Pencil No,: 05-3775 kw 603.981.7671 MTE Project No. P5140 Gentlemen: This is to certify that in accordance with Section 1701 of the State Building Code, we have performed special Inspection on the bek w listed Teems per our daily reports, copies of which have been cent to you. Structural Steel Erection and Welding To the best of our knowledge all work Inked was performed in accordance with, or corrected to conform to, the approved drawings or engineer approved changes and In conformance with the applicable workmanship provisions of the State Building Code and ERA rtdarda_ Respectfully, MAYES STING ENGINEERS, INC, 44 _,____ Mark Galusha, P.E_ Branch Manager cc: Jesus sierra — 3iorra engineers Rick Nelson — MBH Architects Alyssa Parker — Shewmut'Design and Construction • CITY OF `+ UAL Tii RECEIVED 5 E ? 0 8 ZOOS t 0 EliGil1E ti4u & 1. Bthi DING 0EPAR N? h . CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch ID: 9/08/05 01 Receipt no: 12142 Tp Sv Descri pti on Qty Amount 2005 3775 BP BUI LDI NG PMT 1.00 $122. 08 PERM TS AR RECEIVABLES TO G/ L 1.00 $105. 00 EXTRA PLAN REVI EW GUARD! AN F RE PROTECTI ON I NC 1012 SW A STREET CORVALLI S, OR 97333 PERM T 05- 3775 CALIF PIZZA EXTRA PLAN REVI EW $105 Tender detai I CK Ref #: 4834 $105. 00 CK Ref #: 4831 $122. 08 Total tendered: $227.08 Total payment: $227.08 Trans date: 9/08/05 Ti me: 8: 35: 32 * * THANK YOU F OR YOUR PAYMENT * * CI TY OF TUALATI N REP R I N T " CUSTOI'ER RECEI PT * ** Batch ID: , 7/25/05 01 Recei pt no: 5001 Tp Sy Des cri pti on City Amount 2005 3775 BP BUI LDI NG PMT 1.00 $616. 94 PERM TS COMvERCI AL REFRIGERATION I NC 5920 NE GLI SAN PORTLAND, OR 97213- 3790 PERM T 05- 3775 CALI F PI ZZA Tender detail CK Ref #: 18152 $61 6. 94 Total tendered: $616.94 Total payment: $616.94 Trans date: 7/25/05 Ti me: 14:09: 15 ** THANK YOU FOR YOUR P AY E NT ** CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch I D: 8/02/05 01 Recei pt no: 5710 Tp Sv Description Qty Amount • 2005 3775 BP BUI LDI NG PMT 1.00 $440. 36 PERM T CH KRUSE PLUMI NG 5802 - A NE 88TH ST VANCOUVER, WA CAL P I Z Z A - GAS P I P I NG Tender detail CK Ref #: 6160 $ 440. 36 Total tendered: $440. 36 Total payment: $440. 36 Trans date: 8/02/05 Ti me: 12: 11:49 ** THANK YOU FOR YOUR PAYMENT ** CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch I D: 6/16/05 01 Recei pt no: 62271 Tp Sy Des c r i pti on Qty Amount 2005 3775 BP BUI LDI NG PMF 1.00 $366. 24 PERM T DELTA Fl RE I NC 14795 SW 72ND AVE PORTLAND, OR Fl RE SPRI NKLERS Tender detail CK Ref #: 13855 $366. 24 Total tendered: $366. 24 Total payment: $366. 24 Trans date: 6/16/05 Ti me: 12: 09: 39 ** THANK YOU FOR YOUR PAYMENT ** CI TY OF TUALATI N * ** CUSTOMER RECEIPT * ** Batch I D: 4/13/05 02 Recei pt no: 50178 Tp Sy Des cri pt i on Qty Amount 2005 3775 BP BUI LDI NG PMT 1. 00 $22305. 83 PERM[ TS AR RECEIVABLES TO G/L 1.00 $1170.00 EXTRA PLAN REVI EW FANCHER DEVELOPMENT SERVI CES 1342 BELL AVE STE 3K TUSTI N, CA 92780 PERMIT 05 -3775 CALIF PI ZZA Tender detail CK Ref #: 1889 $23475. 83 Total tendered: $23475. 83 Total paynont : $23475. 83 Trans date: 4/13/05 Ti ne: 8: 48: 22 ** THANK YOU FOR YOUR PAYMENT ** CI TY OF TUALATI N * * * CUSTOMER RECEI PT Batch I D: 4/13/05 02 Recei pt no: 50178 Tp Sv Des cri pt i on Qty Amount 2005 3775 BP BUI LDI NG PMT 1. 00 $22305. 83 PERM TS AR RECEI VABLES TO G/L 1. 00 $1170. 00 EXTRA PLAN REVI EW FANCHER DEVELOPMENT SERVI CES 1342 BELL AVE STE 3K TUSTI N, CA 92780 PERMIT 05-3775 CALIF PI ZZA Tender det ai 1 CK Ref #: 1889 $23475. 83 Total tendered: $23475. 83 Total payzient : $23475. 83 Trans date: 4/13/05 Ti me: 8: 48: 22 ** THANK YOU FOR YOUR PAYMENT ** o z , 30 C. F3 �xp l 7 0 � a o P A Z 1A:‘' /424441 �,_- 3 7 7 5 .n . � `L 3 " 6 ' "61' - 3775--- 7 7 S Z 0 20 . F.2./s - '`k P/() /353.`x° - 890 /6.6 K CA-if P.7-LA -let.m, PR p,„„ 316.93 X fu,tiL 68S• 3S --- / Exp /749.")( M ales e70. I 2 CITY OF TUALATIN * ** CUSTOMER RECEIPT * ** Batch ID: 3/11/05 01 Receipt no: 44474 Tp Sy Description Qty Amount 2005 3775 BP BUILDING PMT 1.00 $2905.88 PERMITS FANCHER DEVELOPMENT SERVICES 1342 BELL AVE STE 3K TUSTIN, CA 92780 PERMIT 05 -3775 CALIF PIZZA Tender detail CK Ref #: 1851 $2905.88 Total tendered: $2905.88 Total payment: $2905.88 Trans date: 3/11/05 Time: 14:30:07 ** THANK YOU FOR YOUR PAYMENT ** a /y/ 61 / ( 4 , 0 ot _ cl f»C°Q'a- , Pae 13 k yys•54r qty Y3 -2- n CI TY OF TUALATI N * ** CUSTOMER RECEIPT * ** Batch I D: 5/03/05 01 Recei pt no: 53832 Tp Sy Description Qty Anount 2005 3775 BP BUI LDI NG PMT 1. 00 $43139. 89 PERM[ TS AR RECEI VABLES TO G/L 1. 00 $90. 00 EXTRA PLAN REVI EW FANCHER DEVELOPMENT SERVI CES 1342 BELL AVE STE #3K TUSTI N, CA 92780 PERM[ T 05-3775 CALIF PI ZZA EXTRA PLAN REVI EW $90 Tender detail CK Ref #: 1918 $43229. 89 Total tendered: $43229. 89 Total payn nt : $43229. 89 Trans date: 5/03/05 Ti ne: 13: 02: 35 ** THANK YOU FOR YOUR PAYMENT ** I CI TY OF T UAL AT I N * ** CUSTC►NER RECEI PT * ** Batch I'✓: 6/22/05 01 Recei pt no: 63784 Tp Sv Description Qty Amount 2004 3620 BP BUI LDI NG PMT 1.00 $167. 86 PERM TS 2005 3832 BP BUI LDI NG PMT 1.00 $734. 66 PERM TS 2005 3830 BP BUI LDI NG PMT 1.00 $122. 08 PERM TS 2005 3956 BP BUI LDI NG PMT 1.00 $1225. 16 PERM TS 2005 3871 BP BSI LDI NG PMT 1.00 $137. 34 PERM TS 2005 3831 BP BIII LDI NG PMT 1.00 $183. 12 PERM TS CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch I D: 6/22/05 01 Recei pt no: 63784 Tp Sv Description Qty Amount 2005 3775 BP BUI LDI NG PMT 1.00 $198. 38 PERM TS 2005 3920 BP BUI LDI NG P MT 1.00 $122. 08 PERM TS AME RI CAN HEATI NG I NC 1339 SE GI DEON ST PORTLAND, OR 97202- 2418 B E RGE L ECTRI C CORP 6026 NE 112TH AVE PORTLAND, OR 97220 Tender detail CK Ref #: 2960 $1822. 48 CK Ref #: 5379 $1068. 20 Total tendered: $2890.68 Total payment: $2890.68 Trans date: 6/22/05 Ti me: 11:55: 29 CI TY OF TUALATI N * ** CUSTOMER RECEI PT * ** Batch I D: • 6/27/05 01 Recei pt no: 64181 • Tp Sv Description Qty Amount AR RECEI VABLES TO G/L 1.00 $45.00 EXP FEE 2005 3775 BP BUI LDI NG PMf 1.00 $167. 86 PERM T ME Y E R SIGN CO 15205 SW 74 AVE TI GARD, OR 97224 CAL I F . P I Z Z A- AWNI NGS Tender detail CK Ref #: 12997 $212. 86 Total tendered: $212.86 Total payment: $212.86 Trans date: 6/27/05 Ti me: 12: 14: 27 * * THANK YOU F OR YOUR PAYMENT * *