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7331 SW BRIDGEPORT RD (2) Call -in INSPECTION NOTICE Date t =h /n Time 7; d 0 p0.% City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 1 Inspection Line: 503.691.3040 i i Office: 503.691.3044 �/ Type of Inspection ,ef 14.( 'r�- c o ../ - Date Requested / Z ,/ / V011— y Time A.M. P.M. Address 733 / 54 /Sl/ "/""ers. Permit# 05 34W7 Subdivision p4/ Lot It aii T/ Builder el"1 . - 4.5 -J M4/s✓L 6133 -73 0 - l/g/ The following Building Code deficiencies are required to be corrected/344- /. - of - £Ij e1 e . s Ce...v .4c /4!/ 1 1 j2e ,' j/4. 4 4/t�J , e.— d ..� s '74' . Pod.- � � 2. w.... 3. J1+.c, , isc. /e...■ e e, 4...Aye.,.e ,rte Are..e4 PC..e-e- rr. Zy,o4./ — j 7 Presented � /� ❑ Approved Inspecto �,��..�_ ❑ Disapproved Date i2 // / )(Approved w /Correction CALL FOR REINSPECTION 5 -:) : 2 0 ❑YES XNO - Z.3 S 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 EGA pie S F FT&- Date Requested 0,1 010 p Or[i. f nn�- Time A.M. I21 ' )P.M. Address 7331 S� 1�Ql Permit# 6L 34'lf Subdivision ti Lot # Builder OPU.6 `SAL The following Building Code deficiencies are required to be corrected: Presented to "" �� ,',,, %Approved Inspector \ Zd l s? Lvi�4�� ❑Disapproved Date /LAO/ea/ C1 Approved wiCorrection CALL FOR REINSPECTION s r ❑ YES '00 f 12 V? Call -in INSPECTION NOTICE Date 11 Time 4:0 PIM City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection FTC fAR.. K- / 1 Date Requested f it elo4 Time b:OU A.M. 2 ! P.M. Address 7 331 Six) 88.10 POZr Permit #0q 7gg7 Subdivision p, , BP V Lot # BP V - Q I Builder a PttS iSitK The following Building Code deficiencies are required to be corrected: OK N.b JeC - 4+` e(d SnSpac4-i Cohjc @ 10%00 specs L b o c s Clan dew44 -ezi n C xa Lk-1 V +(`an Presented to KApproved Inspectort ❑ Disapproved Date J Z //' /p'-( . ❑ Approved w /Correction S '3;45_ k^1 CALL FOR REINSPECTION ❑ YES XNO F -10 :3v Date Call-in (, z OS INSPECTION NOTICE ` ti Time City of Tualatin Building Division IN1a~ f� F 18880 SW Martinazzi Avenue r Tualatin, Oregon 97062 460. Inspection Line: 503.691.3040 Office: 503.691.3044 fois Type of Inspection '?U TQ S+ ' -{ l CC.. 11 Ile, • R- I Date Requested 43 S Time A.M. . Address ) 1 5L4 7dv •'ato . 1 o r + Permit # Y'(- 7 Subdivision �PV 1 ,\ � Lot # ?"1 Builder , -y , - / KZ✓N lQC.14� S c! - L( � S., The following Building Code deficiencies are required to be corrected: X00 tr/ Presented to ,Approved Inspector ,771 (,UppE ❑ Disapproved Date 1/3//0 %" ❑ Approved w /Correction OLP CALL FOR REINSPECTION , /• El YES NO / 4--- / /hr- 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 ,' 3 yel Type of Inspection 7.4..> Date Requested 5 Z,7- D3 Time P.M. Address 732-7 Sw L X 't 4 ermit # Subdivision A / Lot # Builder QpleVe `, The following Building Code deficiencies are required to be corrected: 5= 6z •G • Z G{'•d2 e- //- 22, �-+aT dr- ►�eTc - L - /C7 w 5 e /Z !�. C/LeTL • �' .P.e Iidee /./ Poi,'7 z, . .e -2- Presented to Approved ` Inspector -4;€4207 t4.14.10€.9—• Disapproved /Qc1P SS Date S 27- Of ❑ Approved w /Correction CALL FOR REINSPECTION s /1 °l O YES *NO t f Call - INSPECTION NOTICE Date /1 Time ''.WV City of Tualatin Building Division 18880 SW Martinazzi Avenue / „ Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection - — i . / . / — Date Requested ////0.5 Time P.M. Address 733/ — 540 /} Ad • Permit # Subdivision elev _ / ^ / Lot # Builder &hit/ / �.es./ The following Building Code deficiencies are required to be corrected: 51Y — Presented Presented to Approved Inspector ZAJAtE ❑Disapproved Date //// /oS ❑ Approved w /Correction CALL FOR REINSPECTION : /Z " ❑ YES >erNO � �/� /4) Call -in INSPECTION NOTICE Date Time City of Tualatin Building Division r 18880 SW Martinazzi Avenue I O Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection r D C h( Date Requested 1 1101 S Time X A.M. P.M. 1 Address I ) 3 j 5U) �f ic,), /p r+ Permit# Uy-.34ILf7 Subdivision 1 Lot # R-1 Builder Of L / , \{. n t_ezAteNi 519 L(G. The following Building Code deficiencies are required to be corrected: e_ — 5 TELL 4tia 7Ziss M-44 Presented to ❑ Approved Inspector 74.11410c Disapproved Date /AV �' 74.11410c ❑ Approved w /Correction CALL FOR REINSPECTION XI YES NO Call - in INSPECTION NOTICE Date l� (3 Time City of Tualatin Building Division 18880 SW Martinazzi Avenue � Tualatin, Oregon 97062 I ,v Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 50A-- - R. 0 Date Requested 1) l i J cg Time A.� , l P.M. Address 733j sS ( Permit# / Subdivision el ) L� Lot # 1 (, Builder ( �S SR The following Building Code deficiencies are required to be corrected: CGf■( I1)1165 1060 Presented to Approved Inspector ( E,f(if ❑ Disapproved Date T ti . / � ZVG S ❑ Approved w /Correction CALL FOR REINSPECTION 5. 2 : l c ❑ YES yINO _ G 3 .31° 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 ationni PDU2 $15 4- I Date Requested /'mil ( Time A.M. POO P.M. Address 7 3 3) sw ge Permit # Subdivision P f V Lot# 42 Builder (3 /S4'C The following Building Code deficiencies are required to be corrected: C6uC' q DOIlsI 2. « 6 0.10A, ./.tom 421105 Presented to XeApproved Inspector ❑ Disapproved Date K2 oVt9S ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES XINO . ':- Z•7 6e w4I 4,.gSs.t �N4 !� I k7 2 #11. ///9 A I X' , ,....--- / ,-../7,/7 . ,,,,,,„ / dil" ll Call - in INSPECTION NOTICE Date a f �I �'S Time City of Tualatin Building Division # ,J 18880 SW Martinazzi Avenue O Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection �■ r e - 1 , nE r 11) S h - 1 1'10/2:00 Date Requested h( c Time A.M. )( P.M. Address 73 3 ( Su.: - 3ti• Act ec D (4- Permit # G � y - 3 9y 7 Subdivision Lot # R 1 Builder '! 3 }<pv (r -ZC,Ki S i 9 1 — S The following Building Code deficiencies are required to be corrected: Presented to l J Approved Inspector Zc2 O ❑ Disapproved Date CC f,, D7 77/-- ZOOS ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES )NO Call - in INSPECTION NOTICE Date /2 = 0 0 Time /2 - V City of Tualatin Building Division 18880 SW Martinazzi Avenue `. Tualatin, Oregon 97062 A� Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Ai'ni E1" /'r x ,,, Date Requested //a -? I n / Time X A.M.� `, P.M. Address 7 3 f hadf0/i ,e Permit # a 7 - »/ /7 Subdivision 15(' V — Lot # Builder 0 / U5 / (,19V The following Building Code deficiencies are required to be corrected: $o ,frk / E eS 1:E5 Presented to Approved Inspector Z .4 7 T&4!jE El Disapproved X/ Date Te.`• D -. ZOOS ❑ Approved w ;Correction CALL FOR REINSPECTION ❑ YES ,<NO Call -in INSPECTION NOTICE Date /7 Time /1; 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 3/TC'//17,v X 16 7 i5p Date Requested /2- - 7 Time of A.M. P.M. Address 73 3 / Sb^' l? r_rd p b r Permit # 041— 37 // 9 Subdivision � v Lot # Builder O(U5 /vit4r The following Building Code deficiencies are required to be corrected: s jC / a Piy UN PArfe - o� S C Ol 6+^i5E S (s py{,„ 2 162. rev.cr 6 641-rri , tA✓ 01-.4 mss V0 Presented to , p Taved� Inspector CNpes- El uisappTt7ved Date Z 9 / psi n CALL FOR REINSPECTION Call -in INSPECTION NOTICE Date 3 -7 - C)5 -� Time / / City of Tualatin Building Division kCied5. 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection K u- AN-) Date Requested 3 - —Or Time X A.M. 1 ) � \P.M. Address 733 �� ,'C1' Permit • &4 - 3T S` � / 7 Subdivision �IN 1 pad erz U i (� V Lot # f& I Builder 1 Jr /14 YG+4 97/ - 23s -dly The following Building Code deficiencies are required to be corrected: Presented to ),Approved Inspector ❑ Disapproved Date 3 —? —o ❑ Approved w /Correction CALL FOR REINSPECTION S OYES YNO Call -in INSPECTION NOTICE Date 3/ te Time 30 City of Tualatin Building Division I 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 J, {It Inspection Line: 503.691.3040 1' Office: 503.691.3044 1 Type of Inspection 2)&W 3.ZiN } 11 '4�/ F' .=ice? t/ 3/, / Date Requested � lime X A.M. P.M. Address 731/ 5r) $rfol,6 Permit# 0 `/. 3 `/`/7 Subdivision iriey' Lot # IQ Builder 0 fli5 / 1A/PL The following Building Code deficiencies are required to be corrected: Presented to >trApproved inspector ❑ Disapproved Date .3// ?/0 ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES NO Call - INSPECTION NOTICE Date 3 -/ 6% Time d City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection T U l 1 -e � � Date Requested '51/c). 3 J U 1.11 Time x A.M. )( P.M. '-t Address 7 3 / S Zr idd r_ _ �Q t D / - 3,-4' 4 1 7 Subdivision Bt^ t'd _ POLi V 1 a 12 Lot # p - 1.4---o /' Builder e i' i .,L uc_. 7/-233-eyf The following Building Code deficiencies are required to be corrected: S / u'' Jo r - /7 A' Presented to 'Approved Inspector ✓ y LAM OA ❑ Disapproved Date / / / ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES XNO Call - INSPECTION NOTICE Date Time City of Tualatin Building Division 18880 SW Martinazzi Avenue j Tualatin, Oregon 97062 / Inspection Line: 503.691.3040 J / Office: 503.691.3044 Type of Inspection J /. L. F Date Requested 5'-27- O; Time P.M. Address Permit # Subdivision 6I0v-- Lot # Builder 19D41/ A f The following Building Code deficiencies are required to be corrected: � 1%� •�✓ F�� t O / two r it �r'7LL Presented to Approved Inspector �i f )e Disapproved/4,44 S/� Date s 2. O5 IA Approved w /Correction / CALL FOR REINSPECTION s 1 7 YES ❑ NO f Call - 7 INSPECTION NOTICE Date `G� at! Time f �A_- City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 1 • Inspection Line: 503.691.3040 Office: 503.691.3044 — Type of Inspection A7A- ,.,...10 — f 2/LQ., A Date Requested 5 ^ Z 7 - 'S Tiime_ 1 P.M. Address 759/ Js.. -j . ieed e ermit # Subdivision ,1,f r Lot # Builder QyGZS / gGrS . G P— I The following Building Code deficiencies are required to be corrected: a...02e.e.‘ T.Lia- to 4 -t 4 . ,01141 eel / . a ,/7'h t"A• G ?J (- R• S . • c4.7e. / e."" a t re- A 1.41 SpkJpil 1 0 :5 S11k +. to b g Presented to Approved Inspector _/� Z...4, 61L. X Disapproved ,6 3 Date Jr — 2 —05 ❑ Approved w /Correction CALL FOR REINSPECTION / 5' = lD 347 *YES ❑ NO G // QV C INSPECTION NOTICE Date � / / ma y e al Time 3 / : K (7 City of Tualatin Building Division G � 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection t 7i 2 Date Requested /. 7 / Time A.M. Address 733 / -P Permit # Subdivision /e/ Lot # Builder (5C.- 7� The following Building Code deficiencies are required to be corrected: 7/® ,_03-73 !!,V _► , 1l/a 1 ?;. /41 /, 4. .. o .,,-. • 7 -1/air )174.1 - ..boci . 7 C k----- 37 . auk, d 4 . ' A xi -a -1 J171, Presented to ( A.A. / ❑ Approved Inspector • Date (Z ZZ ❑ Approved w /Correction CALL FOR REINSPECTION IO.YES ❑ NO Call -in INSPECTION NOTICE 6 Date 14/1 Time S A-04 City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection a/ g /l • Date Requested IL I Ubli Time A.M.d iw P.M. Address 1 1 ( 6 B/ P Permit # 04-5441 Subdivision / Lot # Builder ---/ The following Building Code deficiencies are required to be corrected: 6 Tilek4 6( , 0 (-14/1 i c ----- 43 1 0kkL& / all 4W /i / 4 4 /6 7/tJ Presented to ( AA_ CI Approved Inspector � ❑ � Disapproved Date I ,/l n ( 10 Approved w /Correction CALL FO REINSPECTION E S ❑ 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 Type of Inspection _/'— I Date Requested / 1 /b Time A .M. P .M. Address S51 l Z? Permit # c' WT Subdivision - I Lot # Builder The f owing Building Code deficiencies are required to be corrected: VIt -- - -14- / AI ,4 e ft L • ( i P Q c& F _ , N I Ar*6 .0Z 2 - 6E i.- i it/64=V 1 - c-r l P6rZt1.1 r YoMbi A Ci kPfiP-cvirt— Presented to c 0 Approved Inspector *pproved Date I 2 4Z41/ 4 1 --- O Approved w /Correction CALL FOR REINSPECTION ?,YES 0 NO Call -in INSPECTION NOTICE Date Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 P/ Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection ( ` Jtt /1 /l,/ Date Requested /21/ Time P.M. Address — [ Permit # Subdivision Lot # Builder (f��L) L Fj'.4 y (fir C.F f rl�- S /! ‘C'' The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector * W qo — ❑ Disapproved Date ( Z // ep /U 7 ❑ Approved wiCorrection CALL FOR REINSPECTION 5 = // L7 YES NO CDate all -i 14 §/ t ( INSPECTION NOTICE Time _3_,A3F City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Dy- t/---1 Date Requested Y/ Time C� A.M. U P.M. Address 7 3 3/ )(d vA CC/ Permit # 3 7 7 Subdivision P, 1- — �A 3 I Lot # Builder L 4 ad ALP G'L— (1 �� �l - bs S The following Building Code deficiencies are required to be corrected: 7 ,� Presented to l pproved Inspector A L : i � �"�./ ❑ Disapproved Date ' / 1 b5 ❑ Approved w /Correction CALL FOR REIN ECTION ❑ YES NO Call-in INSPECTION NOTICE Date 3 l 0 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 ff Date Requested/...V Time A.M. ' /� P.M. Address 233 / �/�� /d1/ /A ✓ ;sA{ermit# Q7 / 7.Z 4/7 Subdivision &t le/ Lot # Builder , l� The following Building Code deficiencies are required to be corrected: 67 - - St>" 7 A11 Ct 0-1 . 770 14 Ca6 Z"` Presented to ❑ Approved c L Inspector _ `� .Disapproved Date 3 t `DS , ❑ Approved w /Correction CALLE REINSPECTION ES ❑ NO Call - 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 r'� a\ Lr e..c.' �`A", ��!'i'r� �` � Q r5 Date Requested 3 / ' s Time (" A.M. X P.M. Address ) 3 w II r S B rciz ? OA'' Permit # V4 - 3 Ifier Subdivision c 3 PO Lot # R- Builder 0 `'1 / , F' �r 971 - 335 - ' The following Building Code deficiencies are required to be corrected: ct Presented to ❑ Approved Inspector ❑ Disapproved Date ❑ Approved wiCorrection CALL FOR REINSPECTION DYES ❑ NO � w DAILY SUMMARY REPORT NO. _ 01 -05 -05 TC LAST PRINTED ON 1/7/2005 12:48 PM BRIDGEPORT VILLAGE DAILY SUMMARY REPORT No. Wednesday, January 5, 2005 OWNER: OPUS LOCATION: Tualatin, OR WEATHER: Clear to P Partly Cloudy and Low to High 40 s, no wind CONTRACTORS: OPUS, ACF West Construction I SUBMITTED To: Torin Snyder, Shannon Goodrich, Rick Sommerfeld, and Paul Trone PREPARED BY: Tony Chartres, Dudek & Associates SIGNATURE: TC - Submitted Via e-mail 1 -6 -05 CONSTRUCTION ACTIVITY Building R1 • Taped and neoprene gasket perimeter on concrete for battening attachments around the internal footing for column D4. • Installed battening along perimeter. • Finished air pressure testing from yesterday's deployed liner. • Started geomembrane repairs, boot penetrations, and vacuum box testing. Completed the repairs and boots. FIELD OBSERVATIONS AND TESTING • Arrived onsite this morning at the standing request of OPUS. Freezing temperatures overnight. • Reviewed and made comments on Karen's Tracshel's geomembrane paperwork for R2. Building R1 • Concrete internal footing was dried and cleaned with wire brush prior to the application of the perimeter tape and neoprene for column at D4. • Boots installed and cleanouts reattached. Tape sealant was used around the exterior of the PVC pipe and boot. Band clamps were secured around the top of the boot. At some of the locations of the floor clean outs the subgrade was sloped down around the vertical pipe penetrations to fit the HDPE boots and clean out hardware. • Destructive sample DS -R1-1 was field tested and passed specification requirements based on the following observations. One coupon did reveal a 79 ppi result. This coupon did not exhibit any incursion and was the result of an imperfection on the sheet itself, outside of the weld. The failure was also jagged which is not a normal failure mode. It was also noted that the laborer testing the sample had never used the tensiometer before. Three extra coupons were tested from the same area and each of these passed resoundingly as did the other coupons with the exception of the failing one. Based on these observations DUDEK is confident the lab sample will pass specification requirements and the failing coupon was an anomalous defect. • Air pressure testing was performed and completed with passing results for all fusion welded seams. DUDEK &ASSOCIATES PAGE 1 OF 2 PROJECT No. 3854 -03 DAILY SUMMARY REPORT No. _ 01 -05 -05 TC LAST PRINTED ON 1/7/2005 12:48 PM • Wrinkling in the south Panel I was removed with relief cuts and repaired. The wrinkling in the north Panel 4 will likely be OK with proper monitoring while sand is being placed. • Trial welds performed for the extrusion welders #1 and 2, which passed specification requirements. The tested peel showed SE3 failure modes and shear coupons exhibited BRK I or BRK2 failure modes. • Battening was installed per plans and specifications. MATERIALS DELIVERED • None 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 P ,l Ili b (t)S" DUDEK &ASSOCIATES PAGE 2 OF 2 PROJECT No. 3854 -03 DAILY SUMMARY REPORT No. _ 01 -06 -05 TC LAST PRINTED ON 1/7/2005 1:30 PM BRIDGEPORT VILLAGE DAILY SUMMARY REPORT No. Thursday, January 6, 2005 OWNER: OPUS LOCATION: Tualatin, OR WEATHER: Overcast with intermittent light showers, mid 40 s CONTRACTORS: OPUS, ACF West Construction I SUBMITTED TO: Torin Snyder, Shannon Goodrich, Rick Sommerfeld, and Paul Trone PREPARED BY: Tony Chartres, Dudek & Associates SIGNATURE: TC - Submitted Via e -mail 1 -7 -05 CONSTRUCTION ACTIVITY Building R1 • Finished battening along perimeter and banding/sealant around pipe penetrations. • Finished any repairs, and vacuum box testing. • Smoke test and sealed any leaks. • Began sand cover placement. FIELD OBSERVATIONS AND TESTING • Arrived onsite this morning at the standing request of OPUS. Freezing temperatures overnight but not as cold as previous nights. Building R1 • Checked all penetration for proper banding around HDPE and sealing. Tape sealant was used around the exterior of the PVC pipe and boot. Band clamps were secured around the top of the boot. • Battening was installed per plans and specifications. • The remaining repairs were tested from yesterday and passed specifications. • The smoke test revealed 4 leaks. Three were along battening strips and the other was located at the 8 inch PVC boot in D4. All leaks were repaired and inspected. The hole cut for the smoke test was repaired and tested. • Trial welds performed for the extrusion welder passed specification requirements. The tested peel showed SE3 failure modes and shear coupons exhibited BRKI failure modes. • Began sand placement with the belt truck and boom truck. Grade was checked as sand deployed. Only approved equipment operated over the liner surface using the DEQ prescribed methods. Any rocks discovered were hand removed from the liner. After the sand was placed on Panel 4 there was a wrinkle that needed to be split. The sand cover was removed in this area and the one wrinkle was divided into two smaller wrinkles and recovered without having to cut the liner. The rest of RI was fine. DUDEK &ASSOCIATES PAGE 1 OF 2 PROJEcr No. 3854 -03 DAILY SUMMARY REPORT No. _ 01 -06 -05 TC LAST PRINTED ON 1/7/2005 1:30 PM MATERIALS DELIVERED • None 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 1(1181 ' 1/ID /4.5 DUDEK &ASSOCIATES PAGE 2 OF 2 PROJECT No. 3854 -03 WESTERN PARTITIONS, INC. February 11, 2005 OPUS Northwest, L.L.C. WPI LTR #024 — Via Email Attn.: Mr. John Hendry 17001 SW 72 Ave. Tigard, OR 97224 Re: Bridgeport Village Certification of Wall Sheathing & Lath Building R1 Dear Mr. Hendry: As requested, Western Partitions is writing to certify that we have installed the sheathing at RI per the attached UL Assembly U-411. The lathing has been installed per the Northwest Wall & Ceiling Plaster Guideline. If we can be of further service, please call. Sincerely, Western Partitions, Inc. ge OtaCe Tim Grace Project Manager Encl. (1) UL U-411 * Aird OFFICEC CITY OF TUALATIN RECEIVED MAR 0 3 2005 CORPORATE OFFICE 8300 SW HUNZIKER ROAD, TIGARD OR 97223 • PHONE: 503-620-1600 • FAX: 503-624-5781 ENGINEERING & BUILDING DEPARTMENT CONTRACTOR LICENSES! OREGON: 60330 • WASHINGTON: WESTEPI172P6 Design No. 11411 ■ Nonbearing Wall Rating -2 HR. • 0 © A7 Si I. per -_ ate �^x+:c az=-� ratte y �� ! ' ( f� '�[� �(• a.c•r.+:«n•- r=a: a:::rru- .:.Y�ca c-�• as• a_ __� ' V v r L f i a", �O SiI ': T.wC :l�.Ga rC -1111 �!°! :'�!'�.Si"`Z:r.'^f. ..l9R i • „�s. :a ICi±� l...Aac -r • '^l - ar,myet • L7C -ate_ ..: 4 1. Floor and Ceiling Runner —(Not Shown) -25 MSG (mm) gals steel 1 in. high, return legs 2 -1/2 in. wide (min), attached to floor and ceiling with fasteners 24 in. OC. 2. Steel Studs-2-1/2 in. wide (min), 1 -1/4 in. legs, 3/8 in. return, formed of 25 MSG (min) gale steel max stud spacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height. 3. Batts and Blankets•— (Optional)— Mineral wool or glass fiber batts partially or completely filling stud cavity. Fasten each bait to wallboard base layer with a min 9/16 in. long staple. Use five staples for each 4 ft piece. Drive one staple in the center of each piece and a staple at each corner, approx 3 in. from edges. See Batts and Blankets (BZJZ) category for names of manufacturers. 4. Wallboard, Gypsum•—S /8 in. thick, outer layer paper or vinyl surfaced. (Laminated System) Wallboard applied vertically in two layers. Inner layer attached to studs with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges, and 12 in. OC in the field and outer layer laminated to inner layer with joint compound, applied with a notched FIRE RESISTANCE RATINGS - ANSI /UL263 (BXUV)— Continued spreader producing continuous beads of compound about 3/8 in. in diameter, spaced not greater than 2 in. OC. Joints of laminated outer layer offset 12 in. from inner layer joints Outer layer wallboard attached to floor and ceiling runner track with 1 -5/8 in. long Type S steel screws spaced 12 in. OC. Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical edges. Outer layer attached to the studs over the inner layer with 1 -5/8 in. tong Type S steel screws spaced 16 in. OC in the field and along the vertical edges and 12 in. OC to the floor and ceiling runners. Joints of screw - attached outer layer offset from inner layer joints. Joints of outer layer may be taped or untaped. • Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. American Gypsum Co. —Type AG -C or AGX -11. Boral Gypsum Inc. —Type BG -C, 00063, DDG2 or DDN1. Canadian Gypsum Company —Type AR, C, FCV, IP -X1, 1P-X2, SCX, SHX, WRC, WRX or WSX. Celotex Corp. —Type 1 or FRP. Continental Gypsum Company —Types CG -3, CG -C, CG3 -3, CG5- 5. CG6 -6, CG9 -9, CGTC -C. G-P Gypsum Corp. —Types 5, 9, C, DGG, GPFS6. p113'>� -' James Hardie Gypsum Inc. —Types Fire X, Max "C ". Gb12 � Lafarge Gypsum, A Div. of Lafarge Corp, —Types LGFC3, LGFC6, - LGFC -C. National Gypsum Co., Charlotte, NC —Type FSW or FSW -G. National Gypsum Co., Riyadh, Saudi Arabia —Type FR or WR. Pabco Gypsum —Type C, PG -3, PG -5, PG -9 or PG -C. Republic Gypsum Co. —Type RG -C. • Standard Gypsum Corp. —Type SGC, SG -C or SGC -G. • Temple- Inland Forest Products Corp. —Types T, TG -C, VPB -Type T. Yqo United States Gypsum Co. —Type AR, C, FCV, IP - X1, IP - X2, SCX, w 3 33Ifl SHX, WRC, WRX or WSX. ��t , � We stroc Inc. —Type Westroc Fireboard. Yeso Panamericano SA de CV —Type AR, C, FCV, IP -X1, IP -X2, SCX, G SHX, WRC, WRX or WSX. 4A. Wallboard, Gypsum' —(As an alternate to Item 4) —Nom 3/4 in. thick, installed as described in Item 4 with 1 -1/4 in. long Type S screws for inner layer and 2 -1/4 in. long Type S screws for outer layer. i U ^)�T(N Canadian Gypsum Company —Type AR. Ur( OF � 'VED United States Gypsum Co. —Type AR. FIGCE Yeso Panamericano SA de CV —Type AR. •Bearing the UL Classification Marking ZO5 MAR 0 3 U U • ENGIl EEFIlNG & BU LDING. DEPARTMENT I Date: December 30, 2004 Mr. Jerry Wade Permits and Inspections 18880 SW Martinazza Ave. S Tualatin, OR 97062 . r� Re: Bridgeport Village Buildings: A, B,C,D,E,F,G,Grocery, Parking Structure, ®1 R2 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, U CITY OF TUALATIN Larry D. erson, AIA RECEIVED Registration Number: 3059 JAN 1 0 2005 Mr. Lipschultz BUILDING DIVISION State of Oregon, Board of Registration Building Permit'Application ' , OFFICE USE ONLY City of Tualatin Date received Penni #t 18880 SW Martinzzzi Ave � / — z. — 9$ _ 0 ' Tualatin, OR 97062 ` , — Date issued By Phone 503 -01 -3044 Fax 693 -5421 — Receiyl www.ci.tualatin.or.us a 1" 0 3 7 Y/ TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING ® New construction El Demolition Permit fees* are based on the value of the work performed. Indicate the , lue (rounded to the nearest dollar) of all El Addition /alteration /replacement ❑ Other: equipment, ma 401s, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on , ' s application. dwelling Valuation ❑ 1- and 2-family g ®C ommercial /industrial ❑ Accessory building ❑ Multi- family Number. of bedrooms: ❑ Master builder ❑ Other- Number of bathrooms: >,.. r' 4 ' . -" . , Total number of floors: ' . - . .. , _ x r § JOB SITE INFORMATION AND LOCATION Job site address: 7331 SW Bridgeport Rd New dwelling area: " are feet City/State/ZIP: Tigard. OR 97224 Garage/carport area: squ eeet Suite/bldg. /apt. no.: R1 I Project name: Bridgeport Village Covered porch area: square fc.`\ Cross street/directions to job site: 72 Avenue Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Permit fees* are based on the value of the M ork 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. DESCRIPTION OF WORK Valuation $7,000 Installation of metal stud framing for multiple demising walls in Bldg Ill Existing building area: 7,971 square feet New building area: — square feet Number of stories: 1 Type of construction: — /„g ® PROPERTY OWNER ❑ TENANT Occupancy groups: Name: BV VenterCal, LLC Existing: --• Address: 649 NW 12 Street New: Ag City/State/ZIP: Gresham, OR 97030 NOTICE Phone: (503)666 -1233 Fax: (503)666 -1404 All contractors and subcontractors are required to be ❑ APPLICANT ® CONTACT PERSON 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 Fax: : (503) 670-7131 L E -mail: john.hendry @opusnw.com 14_ CONTRACTOR V v[_ BUILDING PERMIT FEES* jJt_ Business name: Opus Northwest LLC Please refer to fee schedule Address: 1000 SW Broadway, Suite 1130 1 '1 1 City/State/ZIP: Portland , OR 97205 Fees due upon application Amount received Phone: ((503) 207 -5855) Fax: (503) 670 -7131 CCB lic.: 105336 Date received: Authorized This permit application by expires If a permit is not obtained within me 180 days after set it has bee a as complete signature: *Fee thodology Tn -o Building Industry Service Board Print name: John H e r I Date: 1/26/05 I 440 -4613T (11 /02/COM/WEB) !� ilr : • t� t a S r � , G s 1 $ ,• • 5 7 77 r cc • AAA.' Gv./44 i(!a/ ftr 6d .511Avyl.„„, 044.- /97 o 77 iseAArP G LI /— 6 -;$— 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- 00003447 Date 2/01/05 Property Address 7331 SW BRIDGEPORT RD BD R1 TAX ACCOUNT NUMBER . 2S1W13AC01201 ALTERNATE ID 01252500 Tenant nbr, name BPV - Ri Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 717189 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL - R1 Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 7971.00 Permit BUILDING PERMIT Additional desc . DEMISING WALLS Permit Fee . . . 71.95 Plan Check Fee . . .00 Issue Date . . . 2/01/05 Valuation . . . . 7000 Expiration Date . 7/31/05 Qty Unit Charge Per Extension BASE FEE 37.45 5.00 6.9000 THOU BLDG, VAL 2001 -25000 34.50 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 142.40 SURCHARGE -PLBG 25.12 SURCHARGE -FIRE SPRINKLER 8.52 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 683.19 FIRE LIFE SAFETY S 42.58 Fee summary Charged Paid Credited Due Permit Fee Total 71.95 71.95 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 17643.81 17643.81 .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. 3' k' p•! _ t,r ;i, ,' (4TY :O2F TVAT ATIN — BUILDING "D3;V7S:1.0N PERMIT ss 1888 S WMARTINAZZI AVENUE, TUALATIN, 'bR 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- 00003447 Date 2/01/05 Grand Total 17715.76 17715.76 .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. 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- 00003447 Date 1/27/05 Property Address 7331 SW BRIDGEPORT RD BD R1 TAX ACCOUNT NUMBER . 2S1W13AC01201 ALTERNATE ID 01252500 Tenant nbr, name BPV - R1 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 717189 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL - R1 Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 7971.00 Permit FIRE SPRINKLER PERMIT Additional desc . FIRE SPRINKLER Permit Fee . . . 106.45 Plan Check Fee . . 69.19 Issue Date . . . 1/27/05 Valuation . . . . 11020 Expiration Date . 7/26/05 Qty Unit Charge Per Extension BASE FEE 37.45 10.00 6.9000 THOU BLDG, VAL 2001 -25000 69.00 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 136.64 SURCHARGE -PLBG 25.12 SURCHARGE -FIRE SPRINKLER 8.52 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 683.19 FIRE LIFE SAFETY S 42.58 Fee summary Charged Paid Credited Due Permit Fee Total 106.45 106.45 .00 .00 Plan Check Total 69.19 69.19 .00 .00 Other Fee Total 17638.05 17638.05 .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. 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- 00003447 Date 1/27/05 Grand Total 17813.69 17813.69 .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. TRI- COUNTY • t kkli . .)J 0 ) ,„),4 /.1 - 5 . Aoi A) 4 SERVICE CENTER B u il ding Permit Application OFFICE USE ONLY _ n : - `: Date received: � � 3 -Q 9 Permit n e 7 'a y9' 7 ;:;:' Jurisdiction: City of Tualatin Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 Project/appl. no.: / Expire e: Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: / -a 3 . By: Receipt nol 4 27 ' Clackamas Internet address: www.ci.tualatin.or.us �� Multnomah Case file no.: t Payment type: Washington C O U N T I E S Land use approval: -- I &2 family: Simple Complex: TYPE OF PERMIT J 1 & 2 family dwelling or accessory • (om - - • t D Multi -famil ' New construction ❑ Demolition 0 Addition/alteration /replacement Tenant improvement ire O' : ... 0 Other. JOB SITE INFORMATION Job address: - / 10 ir CC Bldg. no.: 12., -- I Suite no.: / / 4. t °' • , Lot: Block: Subdivision: a Tax map /tax lot/account no.: Project name: ilk i - / 1„, ii i V e / , , , / Description and location o on premises /special con b ons: ---- AP % _// 'L Il* &L ail O\VNER FOR SPECIAL INFORMATION, USE CHECKLIST . Name:O a O S A (4) 1_, ( se ( L , (Floodplain, septic capacity, solar. etc.) Mailing address: / * I ° ii a,; L. `C 30 1 & 2 family dwelling: City. '�t211,. p State: a/L. P: e i 7 aO 5 Valuation of work Phon g- j(o- gy6,3 Fax: J E -mail: No. of bedrooms/baths Owner's representative: ,:e. NGw0.6 Total number of floors Phone: Fax: E -mail: New dwelling area (sq. ft.) 9 � :�I'PLIC.ANT Garage/carport area (sq. ft.) \ _____3� earim ./ L Covered porch area (sq. ft.) Mailing address: A - — Deck area (sq. ft.) City .� ZIP: . Other structure area (sq. ft.) Phone•A.9MM' BEIIIME E -mail: Commercial/industrial /multi - family: �y� CONTRACTOR Valuation of work $ /4 1, >0. f Business name` s , Existing bldg. area (sq. ft.) Address: e 95 __,, _ ....r, ` New bldg. area (sq. ft Number of stories I rC�7allIM NA ZIP: /02v. Type of construction 13 Phone. 041. 0 Fax: E -mail: CCB no.: Occupancy group(s): Existing: New: .. City /metro lic. no.: IP Notice: All contractors and subcontractors are requi d to be ARCHITECT /DESIGNER licensed with the Oregon Construction Contractors Board under • provisions of ORS 701 and may be required to be licensed in the Address: q -s " r jurisdiction where work is being performed. If the applicant is ' exempt from licensing, the following reason applies: City: 410: er i `i $. ZIP: 1'�J Contact person: Plan no.: Phone Abe A I Fax: I E -mail: • ENGINEER - OFFICE USE ONLY i U • I '.4 f i t'n , 6 2 6:EC 7a , ,t16 Name: ;,/t — Contact person: �'F •� poll • . . I��t�dt� $ Address: ,2flf lC 2.16 : t6 i cih'et? K W :)e v : 'sell pni y ..!P • ii L °fiY i . `J City: State: ZIP: probilU r. t' ' Ikinlb Jilt rd 14. llaiitdIG...6ia...151:..ti: ....arolir - - • e I Phone: Fax: E -mail: notlfiicP ,i9(1W 19bruJ 91efL4rfref9rYM 41Tff d Actnits04/n I hereby certify I have read and examined this application and the (QUA i✓i �Ol t?!is441MeBpl3l fepg0111gupWlt,i sd9tVar!rin�nanon� attached checklist. All provisions of laws and ordinances governing this ( Visa 0 MasterCard r r work will be complied i h, whether • • cified herein or not. Credit number: / , Expim Authorized sign • to as � L / i I' .' /.� . ,� Q y t � r . 1 l e of c a rdholder as shown on credit card Print name: ,'al �ii�� ,....i Ti -- --de- sign__. _ _._ _. � Cardholder signature Amount ■ .Votice: This permit application expires if a permit is not obta ed within 180 days after it has been accepted as complete. 444-461 (6ro0/COM) Ua_.( • // 6.92.0.6'a . ____----------- • it5P / °6-v--- f 611_ ) c,2..- ir\\/) 1 .. L -- . it ., I;$c'\.,v.l 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 oper. tions being carried on there under when in violation • ens code or any other ordinances of this jurisdiction. ,•01 1254,11 /2 —:...c. OS` By Permit No. WI-COUNTY E ER 'sanding Permit Application SERVICE CENTER g pp OFFICE USE ONLY • Date reeewcd9 p� - 7 - 0 Permit no. :Oq—_ 4 • - 3 Jurisdiction: City of Tualatin R" . Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 Project-appl. no.: 3- Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: , ' ' 0 t * By: 7 Receipt no, , Clackamas Internet address: www.ci.tualatin.or.us vl• Multnomah Case file no.: Payment type Washington tR2 family: Simple Complex: C O U N T I E S Land use approval: y p p TYPE OF PERMIT = I & 2 family dwelling or accessory i ie Commercia industrial Multi- family / e New construction ^ Demolition 0 Addition/alteration/replacement Cal en. r ' rovement 0 Fire sprinkler /alarm Ei Other: JOB SITE INFORMATION Job address: 7331 SW Bridgeport Road Bldg. no.: R1 Suite no.: - -- Lot: I Block: ISubdivision: Bridgeport Village I Tax map /tax lot /account no.: Project name: Bridgeport Village Building "R1" 51 W /346 di 71 d Description and location of work on premises/special conditions: Construction of new shell building "R1" OWNER 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 'State: OR tZ1P: 97205 Valuation of work $ Phone: 503 -916 -8963 'Fax: 503 - 916 -8964 IE 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.) Ni,, APPLICANT Garage /carport area (sq. R) 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: Commerciallindustrial/multi- family: ,� CONTRACTOR Valuation of work $ 717,197 Business name: Opus Northwest, L.L.C. Existing bldg. area (sq. ft.) Address: 1000 SW Broadway, Suite 1130 New bldg. area (sq. ft.) 7;77/ 5P` Number of stories 1- sroR't' City: Portland I State: OR ( ZIP: 97205 Type of construction 7r.. -R Phone: 503 - 916 -8963 I Fax: 503 - 916 -8464 I E -mail: Occupancy group(s): Existing: CCB no.: 105336 New: M City/metro tic. 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: ENGINEER OFFICE USE ONLY Name: Opus Architects & Engineers Contact p Lederle Fees due upon application $ Address: 10350 Bren Road West Date received: City: Minnetonka 'State: MN 'ZIP: 5 5 ' 343 Amount received $ Phone: 9 -656 -4444 I Fax: 952-6564529 I E -mail: Please refer to fee schedule. 1 hereby certify I have read and examined this application and the Not all jurisdictions accept aatit cards, plcse call jurisdiction for more information. attached checklist. All provisions of laws and ordinances governing this U visa U MasterCard work will be complied wi_, /whe/ r specified V i herein or not. Credit card number: r Expires Authorized signature : / I - - .,/ // r Date: ! " Name -- t Nae of cardholder as shown on credit card $ Print name: T-A t cz,sI /* IW -- Cardholder signature `— Amount Notice: This permit application expires if a permit is not obtained within 180 daps after it has been accepted as complete. 440 - 4613 (6/00/COM) VI/ , s-1 z7 , o , „� ,..•C� k / /707. 7 0 7. AV/ </4174:44 t 1p:/q aog o6 ,-u C.• re .... Pecs w,�/,� 4, ,7.c. 6( /.5.5". �� 77 —27 Dv, °FT-41 G712__ ` _. �� fl ¢ 5�� • /11M-iv!) „ �� 3 , i — It i1/40 /(A /ee&e://t4A+t4 — s71�ee ,ZAW '14 4.7(4 ;;It s ` 4" __tea /3, 79'..7, ; . r1 .. i • \ I 7 ad,fy,a2_:_/4 , -ee__ 47- ' 11214414. CITY OF TUALATIN DEFERRED FEES AGREEMENT PERMIT NO.: 0 / ' 3W7 1 \ i! PROJECT NAME: ea U SITE ADDRESS: 733/ S ,' Oz � T� NAME OF CONTACT: O 4) /IJGc PHONE NUMBER: SDC — Storm Quantity $ l 7 , / 8 7. 9e Initials: Date Paid: Traffic Impact Fee $ /" /A Initials: Date Paid: SDC — Sewer $ � J 5 7S °O Initials: di_ Date Paid: / / /t 1 TES ia eA iM e / r;d�/ . • 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 ;:' [ xh;AT?N _ EUILDr'fl eITY - 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- 00003447 Date 12/03/04 Property Address 7331 SW BRIDGEPORT RD BD R1 TAX ACCOUNT NUMBER . 2S1W13DB01700 ALTERNATE ID 01252500 Tenant nbr, name BPV - R1 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 717189 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL - R1 Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 7971.00 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 . . . . 717189 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 . PLUMBING / CORE Permit Fee . . . 224.00 Plan Check Fee . . 56.00 Issue Date . . . 12/03/04 Valuation . . . . 0 Expiration Date . . 6/02/05 Qty Unit Charge Per Extension 5.00 9.0000 EA PLBG, OTHER SAN OR POTABLE 45.00 2.00 30.0000 EA PLBG, SAN SEWER FIRST 100FT 60.00 1.00 15.0000 EA PLBG, SAN SEWER EA ADD 100FT 15.00 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. ~T N J ' LDTNC PTC'ZTYCQF'T AL TIN BUILDING DIVISION PERMIT x i, -Cry lip` ,s f:,a.k Y : 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- 00003447 Date 12/03/04 Permit SQFT BUILDING PERMIT Additional desc . NEW BLDG SHELL Permit Fee . . . 1707.98 Plan Check Fee . . 1110.19 Issue Date . . . 12/03/04 Valuation . . . . 717189 Expiration Date . 6/02/05 Qty Unit Charge Per Extension BASE FEE 422.54 618.00 2.0800 THOU SQFT BLDG, VAL 100001 AND UP 1285.44 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 136.64 SURCHARGE -PLBG 17.92 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 683.19 Fee summary Charged Paid Credited Due Permit Fee Total 2139.98 2139.98 .00 .00 Plan Check Total 1301.39 1301.39 .00 .00 Other Fee Total 17579.75 17579.75 .00 .00 Grand Total 21021.12 21021.12 .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. . , N r WI-COUNTY CENTER Building Permit Application OFFICE USE ONLY . Date received9 7 -0 Permit no.:O Jurisdiction: City of Tualatin w' ,� r A ddress: 18880 SW Martinazzi Ave Tualatin, OR 97062 Projectiappt. no.: Expi ` te: Phone: (503) 691 - 3044 Fax: (503) 692 - 5421 Date issued: • ' 3 0 an Receipt no, , Clackamas Internet address: www.ci.tualatin.or.us 411 Multnomah Case file no.: Payment type Washington C O U N T I E S Land use approval: 1dc2 family: Simple Complex: I & 2 family dwelling or accessory Commercial/industrial Multi- family New construction Demolition © Addition/alteration/replacement eanr7mprovcmcnt EU Fire sprinkler. ?alarm d Other: • JOB SITE INFORMATION Job address: 7331 SW Bridgeport Road Bldg. no.: RI Suite no.: -- Lot: !Block: ISubdivision: Bridgeport Village 'Tax map /tax lot /account no.: Project name: Bridgeport Village Building "R1" 42 51 IV /3413 e/ 7 e d Description and location of work on premises/special conditions: Construction of new shell building "R1" t)■\ Tit 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 I ZIP: 97205 Valuation of work S Phone: 503 - 916 IFax: 503 - 916-8964 IE-mail: No. of bedrooms/baths Owner's representative: Mike Nichols Total number of floors \ Phone: 503-207 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: z Valuation of work $ 711 ` 19q Business name: Opus Northwest, L.L.C. Existing bldg. area (sq. ft.) Ir Address: 1000 SW Broadway, Suite 1130 New bldg. area (sq ft ) �4 �/ 5P Number of stories I -WORT City: Portland I State: OR I ZIP: 97205 Type of construction —13 Phone: 503 - 91648963 I Fax: 503- 916 -8464 I E -mail: Occupancy group(s): Existing: —" GCB no.: 105336 New: /14 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 I I Sta te: MN I ZIP: 55343 exempt from licensing, the following reason applies: Contact person: Larry Everson Plan no.: 3059 Phone: 952 -656-4444 Fax: 952 E - mail: -- ENGINEER OFFICE USE ONLY Name: Opus Architects & Engineers Contact person:Mike Laclede Fees due upon application S Address: 10350 Bren Road West Date received: City: Minnetorm (State: MN IZIP: 5 534'5 Amount received $ Phone: 952 -6564444 I Fax: 952 - 6564529 I E -mail: Please refer to fee schedules I hereby certify 1 have read and examined this application and the Not an jurisdictions accept credit cards, please call jurisdiction for more information, attached checklist. All provisions of laws and ordinances governing this U Visa U MasterCard work will be complied wi /whe r specified herejp or not. Credit card number: I / fa v Expires Authorized signature: / Date: .1 - 27 Name of cardholder as shown on credit card Print name: =01 St1 OP ,'i5t1ZD Cardholder signature $ 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/ 0/COM) �7 'ofi' '` : ,�i , , /7 07 ,moo 6 .,‘ l°/' /i ia. i9 - � 0 gI r - /off ter. �,�.• -- -�-� a o ?: oc5 57 sm.- c cy ! �^� pAlr 7zZ,_ `cgs. 6) 05 j eg At r►Q ` - F � _ / Q / L � y � itPt- A „ /! / ' /yo 4 /A4g/....0 A&P--:./ftIAA--AZ>,:e,e.VeaZ "Z 4 -+{ 7 Iii - "if / s J / (-) /-° , ,� ��.. . ' _._, 0 4-N- /A 7 9::. ,.‹, 3 7 3 /44,7a2,/r-Lee____ "r'tj ; r,i T T ri r ' CITY OF TUALATIN - BUILDING DIVISION PERMIT 18880 SW MARTINAZZI AVENUE, TUALATIN, OR 97062 4 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- 00003447 Date 12/03/04 Property Address 7331 SW BRIDGEPORT RD BD Rl TAX ACCOUNT NUMBER . 2S1W13DB01700 ALTERNATE ID 01252500 Tenant nbr, name BPV - R1 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 717189 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL - R1 Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 7971.00 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 . . . . 717189 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 . PLUMBING / CORE Permit Fee . . . 224.00 Plan Check Fee . . 56.00 Issue Date . . . 12/03/04 Valuation . . . . 0 Expiration Date . 6/02/05 Qty Unit Charge Per Extension 5.00 9.0000 EA PLBG, OTHER SAN OR POTABLE 45.00 2.00 30.0000 EA PLBG, SAN SEWER FIRST 100FT 60.00 1.00 15.0000 EA PLBG, SAN SEWER EA ADD 100FT 15.00 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. :l- ? - '�' CITY OFTTUALATIN - 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- 00003447 Date 12/03/04 Permit SQFT BUILDING PERMIT Additional desc . NEW BLDG SHELL Permit Fee . . . 1707.98 Plan Check Fee . . 1110.19 Issue Date . . . 12/03/04 Valuation . . . . 717189 Expiration Date . 6/02/05 Qty Unit Charge Per Extension BASE FEE 422.54 618.00 2.0800 THOU SQFT BLDG, VAL 100001 AND UP 1285.44 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 136.64 SURCHARGE -PLBG 17.92 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 683.19 Fee summary Charged Paid Credited Due Permit Fee Total 2139.98 2139.98 .00 .00 Plan Check Total 1301.39 1301.39 .00 .00 Other Fee Total 17579.75 17579.75 .00 .00 Grand Total 21021.12 21021.12 .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. TRI-COUNTY SERVICE cnr>l x P lumbing Permit Application OFFICE USE ONLY f` J urisdiction: City of Tualatin received: // / Q y 3 f y7 Permit no.: ' Sewer permit no.: Building permit no.: Address 188 SW Martinazzi Ave Tualatin, OR 97062 Phone: (503) 691 -3044 Fax: (503) 692 -5421 Project/appl. no.: . ate: Clackamas Internet address: www.ci.tualatin.or.us -- Multnomah Date issued: }. - 1 - 0 I By: I Receipt no.:a j Washington COUNTIES Land use approval: Case file no.: Payment type: C�it--•-° TYPE OF PERMIT ❑ 1 & 2 family dwelling or accessory ❑ Commercial/industrial ❑ Multi- family ❑ Tenant improvement ❑ New construction ❑ Addition/alteration/replacement ❑ Food service ❑ Other: JOB SITE INFORMATION FEE SCHEDULE (for special information use checklist) Job address: 3/ S C) r - le - / e Pm ,-� Description Qty. Fee (ea.) Total Bldg. no.: g-- I Suite no.. New 1- and 2 -family dwellings only: Tax map /tax lot/account no.: (includes 100 ft. for each utility connection) SFR (1) bath 91.20 Lot: Block: I Subdivision: SFR (2) bath 160.00 Project name: SFR (3) bath 192.50 City/county: I ZIP: Each additional bath/kitchen 47.00 DesAription and location of work on premises: , - .� Site utilities: Res. Over 100' storm 26.25 ( (c,� -� SFn (�psG m F ?cA-i tiI °J \ ) Catch basin/area drain 9.00 Est. date of comletion/inspection: d Drywells/leach line/trench drain 9.00 PLUMBING CONTRACTOR Footin: drain (no. lin. ft.) Manufactured home utilities 25.00 Business name: if aSc a . - 2)•�ec-A c p s-•-r S Manholes 9.00 Address: D m e, 31.5, Rain drain connector 9.00 V P-4 City: �S. -- c u / I Stater ZIP: D„? Sanitary sewer (no. lin. ft.) 3GS. 30.00 _ Phone: ( j _4 4q� Fax: 63 - 5 Yd E -mail: Storm sewer (no. lin. ft.) j ' 30.00 5 CCB no.: 1 -?O u I Plumb, bus. reg. no: 1,- 3 2 y p� J , Water service (no. lin. ft.) 32S' 20.00 ; " s937 City/metro lic. nQ ?. ?( S(ef - grey) � Fixture or item: Contractor's representative signature: , / 7 1 � (, Absorption valve 9.00 Back flow preventer I, 9.00 '% Print name: Sa, $0.ti ,, ,,, • bill Backwater valve 9.00 CONTACT PERSON Basins/lavatory 9.00 Name: Clothes washer 9.00 Address: Dishwasher 9.00 Drinking fountain(s) 9.00 City: I State: I ZIP: Ejectors/sump 9.00 Phone: Fax: E -mail: Expansion tank 9.00 OWNER Fixture/sewer cap 9.00 Name (print): Floor drains/floor sinks/hub 9.00 Garbage disposal 9.00 Mailing address: Hose bibb 2- 9.00 Ib City: (State: I ZIP: Ice maker 9.00 Phone: I Fax: I E -mail: Interceptor /grease trap 1 9.00 air 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) '2. 9.00 I V 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 ENGINEER Tubs /shower /shower pan 9.00 Name: Urinal 9.00 Water closet 9.00 Address: Water heater 9.00 City: I State: I ZIP: Other: Hourly Fee 40.00 Phone: (Fax: (E -mail: Total nnnnFF Not all jurisdictions accept credit cards, please call jurisdiction for more information. Notice: This permit application Issuance fee a $ L.t o Visa 0 MasterCard Plan rev (at _ /o) $ expires if a permit is not obtained u I � Z Credit card number. / / within 180 days after it has been State surcharge (8%) $ Expires TOTAL $ 241 Name of cardholder as shown on credit card accepted as complete. , S Cardholder signature Amount 440 -4616 (6/00 /COM) Ct i eA.ec, 11111104 CLEANWATER SERVICES FIXTURE UNIT RATING 1/7(02 0 Fixture Value Comments Number Total Rating Baptistry / Font 4 Bath - Tub / Shower 4 Bath - Jucuzzi / Whirlpool 4 Cuspidor 1 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 l - 4') 1- I "5f*a IN Pe Ice Machine/Refer Drains* 1 ' Garbage Disposal - Domestic (to 314 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 ft sinks or total f.u. Date: j' f • Inspector Total Ratin. Business: ;51 Size of Water Meter. 0 , . EDU M' Address: 331 6 yy : ' ■ - T Size of Sprinkler. '1e Tax Map/Lot # of Private On -Site Hydrants: x' Cost M 'TSB V�� - O N L''`( 4, z 6v15 ; 0 " ( Z " V� � -p A" 3 75 r ( 000/4); _ a :s 1 ' l r oe , .4 \‘' A _ -- - r)9 aft Z 40 - -- 09V 0) Isle ,V cia 9s .� 1 0�7� 01. oz.! L,-z • 421 Q 0 SZ Z� Geo Z L� 2L Z1 • ("/ • �r N CITY OF TUALATIN 18880 SW MARTINAZZI AVENUE TUALATIN OR 97062 -7092 503 - 692 -2000 SANITARY SURFACE WATER PERMIT ti Sit Date / ° 3- - d 1 Water District 7,GLet.i .. Q / Project No. id- 3 7 Lot Block Of Ailui t Owner Name (.) 124A.A, AI lei '' - Owner Phone .5773 -7/6,-. F763 ,.4.4..„4.,(.7 //, 3 � ( (1 Address /City /State /Zip < �p,7cs` oc Connection Address 15 3 II 510 hu A Tax Map ,2 S / Tax Lot ! fi�� 't Surcharge Dist. Treatment Plant A..t Qtr Sec Upstrm MH Type of Connection &-w-' Type of Installation Type of Occupancy /1. c., ensi Connection Fees: Residential Commercial o Dwelling units Fixture units Service units Impervious sq ft Miscellaneous 75` Sewer connection .49,5 • a Surface Water Systems Development Fees: Water Quality Less credit < Water Quality Less credit < Expiration Date Issued By Signature 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 "R1" - Building Permit Check - $16,742 V 3'97 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 NO THWEST, L.L.C. Sheppard r r • lkfc Ql Plumbing Permit Application OFFICE (SE ONLY • _ � - 3y .7 . /. � ,. Jurisdiction: City of Tualatin Date received: fz eermitmo.: i � \ Address: 18880 SW Martinaai Ave Tualatin, OR 97062 Scwa permit no.: Building permit no.: �' Phone: (503) 691 -3044 Fax: (503 692 -5421 i Clackamas ) Projectiappl. no.: Expire te: Internet address: www.ci.tualatinor.us Gate issued: I - -O S By: 40 Receipt nc - 77 • Washington file no.: Payment type: C O U N T I E S Land use approval: Case T1 PE: OF PERMIT J I & 2 family dwelling or accessory 3 Commercial/industrial 3 Multi- family 3 Tenant improvement 3 New construction. a Addition/alteration/replacement a Food service 3 Other. JOB SITE I \FORM.%T(ON • FEE SCHEDULE (fur special infurmatiun use checklist) Job address: 7 331 S 62 • r i c R22,--1-- Description Qty. Total -- Bldg. no.: cz Suite no.: New I- and 2- family dwellings only: (include, 100 ft. for earl, nutty connection) Tax map(tax lot/account no.: SFR (l) bath I 91.20 Lot (Block: ( Subdivision: SFR (2)13ath 160.00 . Project name: SFR (3) bath 192.50 City /county: ( ZIP: Each additional bat /kitchen 47.00 Description and location of work on p Site utilities: Res. Over 100' storm ' 26.25 4 rc- r D vu lots o�c S /--, Catch basin/arca drain ( 9.00 Est date of completion/inspection: Drywells/lcach lindtreach drain :9.00 PLUMB! \G CONTRACTOR Footing drain (no.lin.ft.) Business name: /, V .ems Manufactured Lame utilities I= 25.00 � ► Manholes IIIIII 9.00 Address: .. cp Rain drain clktnector - INI 9.00 ffl City. 12Z•T4 ZIP )c2,- Sanitary sewer (no. tin_ ft) al 30.00 Phone :6 3r _ gee.? Fax: 0_30-SIR, E-mail Storm sewer (no. lie ft.) (SO Irr,''! 30.00 S UM CCB no.: O , , •y p ( I Plumb. bus. reg. no: R - 3 z Y (7Q Water service (no. lin. ft.) 20.00 City/metro tic. no.: Fixture or item: Contractor's representative sienature: c... c9+t Absorption valve 9.00 Print tunic: m Back flow peeventer 9.00 s n t ! j �` „` te: Backwater valve 9.00 Basins/lavatory 9.00 Name: Clothes washer 9.00 Address: Dishwasher 9.00 Cit , Drinking fountain(s) 9.00 Y State: (ZIP: Ejectors/sump - 9.00 Phone: Fax: E -mail: Expansion tank 9.00 a • 011 i E R . • • Fixture/sewer cap - 9.00 Name-(print): • • Floor drains/floor sinks/hub 9.00 Mailing address: - Garbage disposal 9.00 Hose bibb 9.00 City: ( State: ( ZIP: . Ice maker 9.00 Phone: • ( Fax: ( E -mail: Interceptor/grease trap 9.00 Owner installation/residential maintenance only :,The actual installation Pruner(s) ' 9.00 will be nude by me or the maintenance and repair made by my regular Roof (commercial) II 9.00 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 • ENGINEER • Tubs/shower /shower pan _ 9.00 Name: Urinal 9.00 Address: • Water closet 9.00 Water heater 9.00 City: I State: ( ZIP: Other Hourly Fee 40.00 Phone: I Fax: (E -mail: Total Not all;acssdic,;oer accept tl di( reeds pleas can jucisdawa for more ;,,r [ ..luoo. Minimum fee S 907 Notice: This permit application 3Visa . 3 MauaCa� Plan rev (at 11 _ ' /a) S � SD expires if a permit is not obtained S E r Ceed:e Statesurrhaege(8� /i).. � within 1d0daisafterithasb TOTAL S Waec or crdl olj r as slwv a ow reedit card accepted QS COMp lete. S Cardlwtder Hemaeucc 1mrwul c\ - 4)0- 46 16 16 10 CC/ \lr I Cr C za 1 95 1,1 ( f, rr:N 15m 2 `? 7CITYOFI-TUAL - BUILDING DIVISION PERMIT i'nj- x�• ,,. - , - -...;, 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- 00003447 Date 1/06/05 Property Address 7331 SW BRIDGEPORT RD BD Ri TAX ACCOUNT NUMBER . 2S1W13AC01201 ALTERNATE ID 01252500 Tenant nbr, name BPV - R1 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . . 717189 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL - R1 Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 7971.00 Permit PLUMBING PERMIT -COMM /INDUS Additional desc . AREA DRAINS / 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 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 136.64 SURCHARGE -PLBG 25.12 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 683.19 Fee summary Charged Paid Credited Due Permit Fee Total 90.00 90.00 .00 .00 Plan Check Total 22.50 22.50 .00 .00 Other Fee Total 17586.95 17586.95 .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. qi.W! 7' Jl Kr= '..') CITYr 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 - 00003447 Date 1/06/05 Grand Total 17699.45 17699.45 .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. ,., _c" . ,....- \ ;P)* , 4 , Svig. 44 TEL,6 . ....0.. c o " Frog xi. 4 .e.i.ccAre. ,11.,..,,,... i ciArl ........_._ ____ _ ____,_ ________ ___ ._ . 1 1 itz0445194 4. ,,..____, ‘,....._ , ,11111111•1.1,1.:1111Mllb:INI.M•••m•■1= IN . • . I I ' 1-1Art4 EL.F... 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'.. a — • ..,.......,.., • ■ ..... 1 ...- , 1 i 4. a Pm, M■11111111111 OS.= PIO .11111= i .... ..... -..., I • \ .11 AZ >141 '' ._ II k r- i • . : , , \ I . i ._ _ ii 1 . id ......„,_,,,„.......,... ...............:.,„-:, ... i . , \ u. i 17 ..,.. ,.r 7 : _ 1,..,4,. .47..-t.—....---- r• • I .... ... I • i i ; r , ---. ' a I i . , \ ,,I 1 „ • ' i ... --. c... Filz. L. L . —.)...... , taaeR . • 4 -, . ‘., TO 114E RiOUIREMENTS of I PAILS. -(r '� '� CJ J glow I ® I Ob lit ► Li o � I � N )TILED PERMITS AND LICENSES n j I LPPRO%IMATE ONLY; �f F - � 1 g � ,ON THE CONTRACTOR SMALL \ II I ` � ' . /E .... I = O p W p � •JSTRUCnON AND SHALL • II , f M1 +;/ / -J I p m • :oNFUCr WITH THE PROPOSED , INSTALL BENTONITE PLUQ PER DETAIL SHEET Mow ® to' PUBLIC ® EXISTING STM MH EXTG SAN MH I U I U 7Y EASEMENT © 3 6 0, WOE DESIGN AND •• _ I, _ - _ s ° , I N C - O THE CONTRACT. ':ie, _ I ,nEy TCF:�' MAP 1n I , - - is i ��i l ^ IM') S FINDLAY • OAD ME Hrorrw1 ' _ _ J NOT IC SCALE F J a NEF1t, CITY OF TUAIAIlN - - � ", _xso - , , ys" x50 -xsp sp p� ► _ - 1/4. a . TRUCDON OR RESUMING WORK °I.� �� • © SIwRARY SEWER SEE OFFSITE PLANS • ?� ., - >tss.- CAT BASIN H�10fi - CATCH BASIN " $UMPRON OF WORK I w I • 1 I `� x X 55- S XSS -�� 0, i -- 1 1 11 11 t r . I. a• 1(SS -xss -- s5 - 160 -�� :,•,• C.YTA1E- 182.2 H -320 ' • � XS) - XSO -X -, % SEWER -- XS , _ _ DE PRODUCT SUBMITTALS TO CITY STORM SEWER SEE OFFSITE PLANS s �■�r X _ GRATE =1 B2 79 0 O rysTN WATER OUAIJTY TREATMENT VAUL PER DETAIL ON WATER WEER IN PREPARING AS- FIRE HYDRANT A Y DUALITY yAULT DETALS SH EET . PROM - ,. A �. �'f � � ...�•� -r - OF NALADN BLXLDING DEPARTMENT L.J O EMOVAL OF E%IS11NG -- - - , I , ��1 -n • 8 - , , t `;',/,'/..c - - - �...r ,omv . I • • R)Fa�.tF © INSTALL WATER DUALITY STORM MANHOLE PER DETAIL ON WATER DUALITY Q EC • A• , l5� VAULT DETAILS SHEET. J C 3.53 if IC STM , IEMENT MARKINGS SHALL BE �0. C C • C C I C '\ ' �" 1F V ■v 'ER AT HIS EXPENSE. 1 0 0 \ ., \ \ \ \ �� ` Z i „�� i y03DX I F W O TREATMENT VAULT ,RF HYDRA ASSFMRI Y ` `� O T � yr .24 • I 3 ,83 LF 10' STM O ALL ARE HYDRANT ASSEMBLY PER DETNL ON WAT ASSEMBLY E(t a �y ! 1 6 r; r� u I I 4✓ 3 4 1 �r{ SYSTEM DETALS SHEET. tl1Y OF NALATM 328.0.0 O xasswasu f u r rur. .va✓l OCATCH BAS11y LJ CC IAGE �, e S-33° 5 � a W p STAR MH R 21U I i r NSTALL 5 DESCRED ON PNS. ! • , DETAILS ST 42.28 LF 10 Rl1h1843 u . W BUILDING S u I Y : 60 0 { o T S N NH E I- RE AS SHOWN ON PLAN AND / 0 C/1TCH V INSTALL STORM MANHOLE PER DETNL ON STORM SEWER R -310 u DE SHEET PER PW COD I ACCORDANCE WITH PLUMBING . 1 ' 81.33 If10'S1Y 0� TIN.,,•, _ O - ::E1m. LATERALS TO BE ,/4. n u ® 1mm��1I . • / • '��Ji n u IN STALL SANITARY MANHOLE PER �" I .J I - TAILL. SHEET. GTY H OL DETAIL ON SANITARY SEWER oF E PER N 324.1.00. ID E. • I Ia. IrI 'D NIMUM SLOPE OF 1X FOR ° I _ '- 4 f, u °IB I NSTALL METER YSTEM S SHEET OF NALATW 0. I LEAN OU7 ® SANITARMIOUT NS AND 18 1(10 ; : L r SR=lwT® 83.98 C '� • 18' IE -1 raw * 2.01 NSTALL TARY CLEPER DETAI d1 SANITARY GREEN /// �'� AILS Er. LF B• STM yy 10.00 is ' • _t 20 LF 4 S1 1A IE =182.24 5-0 15 TCH BASN - 32• ` Sa e I IE.1 2. a sTM L MINIMUM SLOPE OF 1% FOR ,r STM CLEAN WT I •� F,S n /' �3/:'. - .182.38 I u- d I 47. lF B' STM 0 5- 0.50X RIM - 183.98 � O MSTALL 1Y GATE VALVE PER DETAIL ON WATER SYSTEM „ � , " ' / /// /AI! Os -O.5OX RIM .163.913 F ;y'e,, 0 29.14 LF 8• s- �,- �'�� 1 . ', 8'%g' 'HIE t .1 WYE DETAILS SHEET. CITY OF PER DDT 3z7 WATER LS TO BE TESTED PER u E -18050 a s=O.3�80 �- •I E 1 [ %' � 11 .� I� ,: \ \ ., Ina WYE 0 r '. SAN MH R -110 I I ® �� �\� \ p E GATE VALVE E CDOE. 0 F n _ =_ IM °182.66 ` / � • 6 t _ 1 � a'. 36'58 lf 1 ®� '. INSTALL 10 GATE VALVE PER DETNL ON WATER SYS1E11 / lje ; . u STM MH R -220 � _ / � e '1� 1 % / /� /. h \ , ,,t �% ''''''''''''''''''''''.--'1.71": n N. ; 36. aE ,IK�� TESTING. DETAILS SHEET. CITY Of IUN.AnN 327.0.00. t. 6 u � PoM- t828 w ��♦ u _ E- 178.17 O .2000 '� ` \' � \�� ,. RIM 18 `�� M 4 . 89 LF 10' �. 11 @7 " x v PPLY � \ r a E- 179 "30 0 5 =9.t ORA TE � > \ ' ,: V � .A 4 � � / r \ .sgo \ \ 1 S - C1 INST" ALL B GATE VALVE P ER DETAIL ON WATER SYSTEM 33 • SHALL COMPLY WITH THE 0 z "; 1.25•B a ' ° I EAro '',.."';,.S,:•,.:.:1 � 4O.IP. ESfC SERVICE _ _ k - I TNL5 SLEET. CITY OF E DETAI 327.0.00. WAT . OoM 0 i . " . . _ ■ ■■'Y•• q •- RECON STATE HEALTH > F ' ; o S� \ s a " s' , • 1 -I 2 WATER HfTtR •• \ \ \ :I l u ■■■■C 1. , S u t 333, THE CURRENT . i' V y� M1• 4 > D o ♦ g� a � • 10.60 if 11Y 4 \ 1 11r i ■■ 1 a5 II 9= 0 NDER. \ _ - WY£ 12 �•l v 12 h $TMMH 0210 a y /cf� r r t l am , - 4F��i�1 I:ti�YI•. J ` rT^• wr 12 E -181. ' • Or.W■■ W_, INSTALL 6 LATE VALVE PER DETAIL ON WATER SYSTEM T t IIMINJ COVER OF 36 INCHES TO a7 AeW • . CITY OF TUALATIN 327.0.00. - L ■ BUILDING. © PoM- 185. u ♦ •11 11 r c y r¢ „ ± ,� ' A 1 � 1 00 10 St1A \ \ , C■■ ■ j�i .� DETAILS SHEET L. g STAR MH D 6/ � .¢r. 1 . t .' �. >, 1 ■■ ayy LY31ii © (/.7 X. --,'"'"Al", i «+. ,y3 ,c AI /2:■ V ■ ■■I . T`. a, 9: . • I I •., I. i•. .4,6. 15 RIM - 167.79 m � (, E o Y 89CF6. Cif B ASI N s4eS al 'G JTIONS TO PROTECT PIPE / STM MH R - 230 - - .. GT C >-- ■ ■u ■� } ■� . . ' • 1 _ j s p� e T CONTAMINATION. - ./ ia; © RIM -18 3 s \ s 11 _,.,� E - j -'i -. �� _ ® SYSTEM DETALS SHEET Ott OF IUALAnN 327.0.00. in r . : 0 f 'S RE I • N STALLS BY CHLORINE IN *° TT ^f , s SAN M H R -1 • /� 1 � :-- - - - 1111 TERIORS SWABBED WITH A 5X d1 V /,/ ©RIM 183.44 \ �•�_� j _ 14 CFfASF TRAP .RE INSTALLED. ../../ 128. _ .. 2 S TM B 1 S1X - �. Or 1(11 tF f2' D.I.P. INST ALL CREASE TRAP PER M SPECIFICATION PROVIDE ; s "N . _ 1111.. 584.00 LF • D E AND CALC TIONS TO BUILDING ryi ANDS AND RESTRAINED PIPE ! / ,/ // / % / /i� O� %'ii G /. ✓/i ��iii ()HAWN. �- • ,. I ! _ /// `� ENGIN E RC TO BE ON l a 15T BLOCKS WHENEVER P05518U.. i' k . _ �� BE1W I � , d i ■ m AP •RO UST BY R P ` / ` A . '� 70■■0■0■R`i4iii SS■■u.�� STATE a 1 1111 / A.`.- x 110R ■ ! J - IR ttOFN a Cd ,o 1111_ RESTRAINED USING MJ •v% �" / / / // / // // - n i MANUFACTURED BY DMA IRON 9 ,� % 4 7.20 LF 10• STM / �` I I� ��.U _ ._ . \.\ .\ \ ��� � \\ \\ �.� \• , ��. \�� �'�� \ 1111 \•� _ 1111. L {-_ 15 5TORM fA£MIWT 6 g , .+.''a r° " % i� \1V �� '� a `l \'�\ ' '':,s , ...; , : -, INSTALL STORM CLEANWT PER DETAIL ON STORM SEWER ." : g f' pS s CATCH BASIN D - 310 /i� : a �\ \\ a� Gii 3 \ g ' I VAL ml ANT DETAILS SHEET. 7f SO PSI AT 114E LOWEST POINT , / � GRAIE- 184.00 I Nit \ \ R F o MINUTES. THE LEST IS . BE I ■l ■1; 22.92 LF B SAN Q6 TH CONTRACTOR „ • ISPECTOR AND THE ENGINEER � ;' r % � ■ ■ � 1111 ! ' Q ; o W � / h../ " / . E • ■■ ■III � IE- 175.09 O 5 -0.2000 STE A N D LEGATION OF ANY UNOEHGR UnUTES O R ST RUC7URE5 q � � � HOURS WITH NO LRSS. ,/ ■p EXI ACES IS TO BE UR R CIT I E , / FAR H YDRANT ASSEMBLY I \‘`....,. S M H 8- 210 SHOWN ON THESE PLANS ARE OBTA B Y A SEARCH a' AYNLABI.E = a: C © ■ ■■:: . 4' ai.e. DOMESTIC SEAMLE Q ORIM- 183.59 RECORDS TO THE BEST H OUR KN THESE THERE ARE NT E%ISnNC VCE WITH THE CURRENT CITY OF ■ ■■; :! UTILITIES IXCEPT THOSE 910461 ON THESE PLANS. 114E CONTRACTOR IS BLOW -OFFS ARE REWIRED AT `f�,s' r;� ■ , � 1 - 1 /2 ' wA tER METER �+ 3 ;. I sa / . I .o ff S`U �� L-. REQUIRED TO VERIFY AND TAKE DUE PRECAUTIONARY MEASURES 10 PROTECT ° v 1. THE UTILITY LINES SHOWI ON TH DRAWI THE CONTRACTOR FURTHER q / ' / CATCH BASIN R330 1 11; 5 \ t / LF e SAN y �� 4 - OJI:I E- 175.34 o 5- 0.2000 v ASSUMES ALL LIABILITY AND RESPONSIBILITY FO THE UTW PIPES, ''STEM, A WATER SAMPLE SHALL f / N.d_ � C A TE-1B3.54 �■;■1 :, \ 8 FIRE SERVICE CONDUITS OR STRUCTURES SHOWN OR NOT SHORN ON THESE DRAWINGS. i = Y VED TO SUBMITTED TO AN Ns .X VEO TO qtt OF TUALATM! 1 / � •' IIIGi +�• � 14.38 tF a rY5 C3 a y / 8.8 LF 10' STM R 114E CONTRACTOR AGREES 1HAT HE SHALL ASSULE SOLE AND COMPLE / .I - ' , PARKING ICC '" v „ SHALL BE A MAXIMUM OF 70 r: y - 7 •• 1• SW ` ■N�• 1 la RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING 114E COURSE OF STRUCTURE 14.28 Is to s1u viols C \ 'A CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND NEAREST FIRE HYDRANT. PROPERTY: THAT TFBS SHALL APPLY CON1N0004Y AND NOT BE LIMITED TO rs CATCH BASIN D - 320 E -t7ae 0 s 2o.0OX / � r M ICES REQUIRED ON ALL SERVICES i0 >�' / PLATE- 184.38 FF °185.25 1 � O ■! T�'W NORMAL WORKING HOURS; ANO THAT THE CONTRACTOR SHALL DEFEND. ./ EE I S _ O 4' ALP. DOMESTIC SERVICE I 1=e F�" INDEMNIFY AND MGD THE OWNER AND 114E ENGINEER HARMLESS FROM ANY \. AO PRak, f . h! - g �pl ■■■I p AN D NL UABl1TY REM. OR ALLEGED. IN CONNECTION WITH THE '^ A 1 -1 /2' WATER IE /ER S ■ p Q G THIS PROJECT, EFCEPT FOR LIABILITY ARISING - METAWC SFI2NCE5 TO 4 / I .. 1 I � ■ U11L •L.� T 7 PERFORMANCE OF WORK 011 DIE OF THE OWNER OR THE ENGINEER. 23.00 LF 8 SAN I ii a A 30 "B7 LF 10 STM FROM E SOLE NEGLIGENCE FROM ° IRRIGATION SUPPLIES I , E- 175.31 • 5- 0.2000 % i I 0 . - . •:- I E -180. SO 0 5- 13.57X • CONTRACTOR SHALL VEPoFY All GON01T10N5, DEPTHS .LOCATIONS ANO I• ' ✓_ . / I ' /� - -hi T ALL DISCREPANCIES TO 4 J..: % i• s / -� �Ar : =! DIMENSIONS OF EXISTING UTILITIES AND SHALL REPORT H HANN:ALLY RESTRAINED I , •/ - THE ENGINEER PRIOR TO 114E COMMENCEMENT OF WORK. ' '• d • . IP DairOs 8 z ice NO.: $ sHEET .0 I inch = 30 r. l\ nn 02 \\J% \J 0 • ��'".��` � F SCE COPY CF TRl- COUNTY EW S CENTER B Permit Application OFFICE USE ONLY �"l <:i ? , Date receivedq-"p� ?'O Permit no. :O -4/y 7 ,r - - Jurisdiction: City of Tualatin `. Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 Project/appl. no.: N Expi te: Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: ( 3.' j - 0 LI By: I Receipt no G$'( y Clackamas Internet address: www.ci.tualatin.or.us Multnomah Case file no.: ` . Payment type Washington l & 2 family: Simple \ Complex: COUNTIES N Land use approval: , TYPE OF PERMIT _ I & 2 family dwelling or accessory Commerct.'Industrial r Multi- family '` II re New construction Demolition Addition/alteration/replacement r e RI III r ovement ID Fire sprinkler /alarm [D Other: ` 30B SITE INFORMATION Job address: 7331 SW Bridgeport Road Bldg. no.: R1 Suite no.: — Lot: I Block: (Subdivision: Bridgeport Village L :v;�.. de..*• I Tax map /tax lot /account no.: Project name: Bridgeport Village Building "R1" 0 2 5 RV /3 406 d / 7 DO Description and location of work on premises/special conditions: Construction of new shell building 'R1" OWNER FOR SPECIAL INFOR'.1IATION, 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 (State: OR 'ZIP: 97205 Valuation of work $ Phone: 503 - 916 I Fax: 503 - 916 I E -mail: No. of bedrooms/baths Owner's representative: Mike Nichols Total number of floors Phone: 503 - 207 ax: 503670- 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:503 916 - 8963 Fax: 503 - 916 - 8964 E -mail: Commercial /industriallmulti- family: ea CONTRACTOR Valuation of work $ 717, 191 - Business name: Opus Northwest, L.L.C. Existing bldg. area (sq. ft.) Address: 1000 SW Broadway, Suite 1130 New bldg. area (sq ft..) 7 ?7/ SP City: Portland I State: OR I ZIP: 97205 Number of stories I &1O .Y Phone: 503916.8963 I Fax: 503 - 916-8464 I E -mail: Type of construction --13 CCB no.: 105336 Occupancy group(s): Existing: New: /t4 City/metro sic. 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 St MN I ZIP 55343 exempt from licensing, the following reason applies: Contact person: Larry Everson I Plan no.: 3059 Phone: 952- 6564444 Fax: 952 E-mail: ENGINEER OFFICE USE ONLY Name: Opus Architects & Engineers Contact person:Mike Lederie Fees due upon application S Address: 10350 Bren Road West Date received: City: Minnetonka IState: MN (ZIP: 5 Amount received $ Phone: 952 I Fax: 952 l E-mail: Please refer to fee schedule. I hereby certify I have read and examined this application and the Not all jurisdictions accept credit cards, place call jurisdiction for more information. attached checklist. All provisions of laws and ordinances governing this ❑ visa U MasterCard work will be complied wi, r specified ere' or not '' card number: e u / � 9 -2 p Authorized signature / / lam Date' Name of cardholder �s shown on credit card Print name: 37^'1 cA 0 f P/St) C). Cardholder signature $ Amount Notice: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. 4444613 (6 /00/COM) i• ~ '`'''; Departmen y yu of Environmental Quality rr • •� ��\ , 1 V rp On Northwest Region Portland Office tal ' t y' 2020 SW 4 Avenue, Suite 400 ..>' Theo dore 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 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 012004 FN(INFFRING fit I BUILDING DEPARTMENT 1 • - - Washington county, Ortgon 2004- 134945 1112412004 11:44:15 AM o .e ►t crtal Stna2l RecORO$1 $2D.00 11.00 $11.00 • Total l • $$37,00 l! i After Recording, Return to: 6 34W50040043 City of Tualatin 4 Jiffy MtMaM1 Chador at A.ssssmant and Tasatlan y!•' f* end la-01n,,. County Clark for WssnInpton County, OrsMn, lwr. byesniky that tho vadh4n Instrument of .. } ff { ; •..I- Attn: Brenda L. Braden, Esq. „map was aealvad Nd . tr+s book d 4�M�} �i V 1 8880 SW Martinaz4:i Ward, ..,d tu.tty t ^ ,.oY, y ,y Jany R Hanson, Dksdo s.stsmsnt and Timid" "4.4%,,i Tualatin, OR 97062 Ei°t"ds courtly CI,* ` GREASE INTERCEPTORS MAINTENANCE AGREEMENT DATED: Iiova.,4 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. 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 : ;ODMA\PCDOCS` NDU46599013 DEC 0 9 2004 7�A ,"/ ENGINEERING & OFFICE COPY �BUILDING E DEPARTMENT 1111111111111111111111111 .. 2004- 134846 2. ludonaitX. The Owner shall indemnify, defend, and hold harmless the City from and against al l 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 neglig or willful misconduct in connection with its perf of or failure to perform the m of the Interceptors as required by this Agreement, provided the C ity tend defense of any claim subject to Owner 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. j)uration of Agreement. This Agreement shall run wi t h e Property in perpetuity . The rights, covenants, and obligations contained in this Agreement shall bind, burden, and benefit the Owner an the City and their respective successors and ass 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 Propert y 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 co urt 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\YORTLAND 465990' 3 i1 ti TWO 331110 ilhlilil 1111111 IIIIIII III 2004 - 104946 DECLARANT: BRIDGEPORT VILLAGE, L.L.C., a Delaware limited liability company By: Opus Northwest, L.L.C., its manager Bar .r ! ^' Its: ur ie.E. 4 . • E ea.M.1 -•. okcret- STATE OF OREGON ) ) ss. City of I'6y4.'/ ) The foregoing ent was acknowledged before me this 23r) day of 111 D Ve wt( ✓ , 2004, by JO h n rr-EC 1 I , who is the Vi(./ Prr5/461k3f OPUS NORTHWEST, L.L.C., a Delaware limited liability company, on behalf of the limited liability company. A.„,.., Notary Publi f a nd for Stag of Ore gon My Commission Expires: 571 / a q- Accepted by City of Tualatin By 5r� /� kr OFFICIAL IJOR AL /` ,. E oFF 4 JORDAN Its er Ifas/Q i- (:/ COYM S UON NO 3688 9 MY COMMISSION EXPIRES MAY 19, 2007 CITY OF TUALATIN RECEIVED :.o DMA\PCD\POR ND46599ou DEC 0 9 2004 ENGINEERING & OFFICE COPY BUILDING DEPART kg NT aawl IIIIfIlIIIII 111(1111 liii II 7004 - 134046 EXHIBIT A Legal Description of Property A portion of the Northeast %4 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 1 /4 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 S1 0°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 SI 0°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 Si 3°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 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 'b Corner of said Section 13; thence along said line, N88°50'3 1 "W, 993.71 feet to the Point of Beginning. • 1 ::o DMA\PCDOCSTORTLAND146599O Y903 331330 ,n 0 e a s tM 1i: , k ", ,rr. r , -. ', ?4 ,' ar . "`- h"-, .t 6+„t CITY OF TUALATIN 7 � � „ � ,, � k �' .t' ' 1 8880 SW Martinam Avenue, Tualatin, OR 97062 -7092 s b A PHONE: (503) 692 -2000 FAX: (503) 692 -5421 Project: OPUS Northwest '27-1,'" Item BRIDGEPORT VILLAGE �l Target # Buildin , 41414 _ R -2 Date Requirements /Items GENERAL ADMINIST11t 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 safe systems are out- of-service. Call: TVF&R at (503 612 -7000 A sign to this effect shall be posted at the equipment. Plans & Document 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. OFFIC C°Pli 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 OCCUPAN = . SEMBLIES. 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 buildin. 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 8 EVACUA"IIt :-'1`A:' 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. 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. 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 s `. 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: a;. 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 mlittlealci.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 mcocharo(a�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. BraillelTactile /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 ;tom. .. ..,.. ht.z, krF v-,.:� -.r+.� ;.,i r � :h;'�' tt °. . , r i,5..: .• ",, :1T RICAC 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: F ; ., 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 CE P E I ER I q �S XAM If you have any questions or comments please feel free to contact me at 503 -691 -3046 or jwade @ci.tualatin.or.us. � PLAN S E Jery D. Wade, Plans Examiner/Bldg. Insp'or, 09/30/04 4537PE 4084S1 5 of 5 vim* FULAIII.CIAZ a c:19111 I 744444 opus. 10350na Road West OFFICE COPY Minnetonka. 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:1Documents and Settingstmiken\ Desidop1Briefcase1Dumam \Gorresponaenceiupus A&E\Codes & Pemutting‘120403 Governing Codes.doc 10/23/03 THU 10:54 FAX 612 656 4529 OPUS A &E Iij002 Pus ® 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 /eJA - s Phone 952 -656 -4444 C O N T R A C T O R S Fax 952- 656 -4529 ELOPERS O F F I CE copy WWW.opuscorp.cotu October 22, 2003 Mr. John Stelzenmueller Building Official 18880 SW Martinazzi Avenue " OPUS. Tualatin, OR 97062 Fax: (503) 692 -5421 0 RE: Bridgeport Village (S435130) PIETY AR ,E , Request for Alternate Building Code Of C ,EAT ,,, E S O L U T I O N S 1()53 -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 11B 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. egart4424... ( 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. i Approved: /�,� Date: � U/27/0 3 / d ohn Stelzenmu ,t[� COT Building • 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. OFFICE COPY Envelope Compliance Test Results Bridgeport_Villlage_-_BIdg_R1, Project Summary Information Pro'ect Name Bridgeport Villlage_- _Bldg_R1 Address C' /State /L. Tualatin, OR Contact Name Roger Fricke _ I Contact Phone 503- 916 -8963 Project Description Climate Zone 1 Description Conditioned Floor Area (ft2) 7466 Gross Wall Area (ft2) 11339 Window Area (ft2) 1439 Window Wall Ratio 0.13 Gross Roof Area (ft2) 7466 Skylight Area (ft2) 0 Skylight Roof Ratio 0 Gross Door Area (ft2) 432 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 1 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 f lir Envelope Compliance Test Results Bridgeport_Villlage_- _Bldg_R1, Project Component Descriptions Fenestration Description* I -User Name Opening Type Class I Frame Type Glazing Window Fixed Aluminum without Thermal Break Glass_Door Glass Door Swinging Aluminum without Thermal Break I Exterior_Door j Opaque Door Swinging I 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 I Description _ I R -value User Defined * Wall Metal Framing 2x6 16" o.c. R -19 1 7.1 - Gypsum plaster,_lightweight aggregate 0.625" 10.39 - * Documentation supporting User Defined input values shall be provided with this Output Report. Roof Description Description 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) I Space Baseline Proposed Baseline Proposed First_Floor • 158 140 115 107 Total 158 140 115 107 Project Space(s) Descriptions First Descriptions OSSC Occupancy M - Retail/Mercantile Occupancy /Use Markets Conditioned Floor Area (ft2) 7466 Gross Wall Area (ft2) 11339 Window Area (ft2) 1439 Window Wall Ratio 0.13 Gross Roof Area (ft2) 7466 Gross Skylight Area (ft2) 0 Skylight Roof Ratio 0.00 Gross Door Area (ft2) 432 Surfaces User Name IMINII. Gross Area* 1 Orientation Construction ! Notes** Floor Slab 444 n.a. Floor n.a. West Wall 1114 West Exterior_Wall n.a. North Wall 2656 North Exterior_Wall n.a. South Wall 2736 Southeast Exterior_Wall n.a. East Wall 4833 East Exterior_Wall n.a. Roof Roof 7466 n.a. Roof Total 19249 * 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. -nin :s User Name T •e Area Orientation Fenestration Parent Surface Notes Windows Window 299 West Glazing West n.a. Glass_Door Glass 96 West Glass_Door West n.a. Door Exterior_Door Opaque 120 North Exterior_Door North n.a. Door Windows Window 1010 Southeast Glazing South n.a. CodeComp 09/28/04 Page 2 Envelope Compliance Test Results Bridgeport Villlage _Bldg_R1, Glass_Door Glass 192 Southeast Glass Door South n.a. _ Door Windows Window 130 East Glazing East n.a. Exterior_Door Opaque 24 East Exterior_Door East n.a. Door Total 1871 Software Components Information _ Component Version _ I Date - I CodeComp.EXE 4.02 9/23/2003 eaDataStructureCodeComp. 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U .K 1 . : 1 A P r t� i1 :, , . , ,. r . , aru i it - - 4' . ` � � , a + t r \ V 4 ., ';d1} \ , , d ''s'\ S .S` Y � I t P ` : ; � ' ': r ^' ''' � \ 1 � �� ''.;V V 1 1 h ;, fi , '' t �4 ;i ; , ` 5 " i ,,, r ° y , d : �„ti s ka`1 , ' Y '''' . , . 6 v , �. a -. 1 , i1 n, 'a nl .i n �, �R � `' q w F t 9x , 1 �R ,, t , ! +:). '{ " ' � . a i.' r + t,',,'„'''.,,,,'','"'", � � v Sx w �. q , � � .3 1 , , ", j t , � r 11 ', i �' ', * IV 1 r ti. '1., r, 14 4; , :'' t rrt, z n' S t d ,, 3t�i,1 �� r � w G 1 a., ` , ,, a .�1 , , ,t � dal: > ' h iM 9w a ',".;.1.•:. .a ' ` � 4 + s +V ' " �1' �• : i S'k ' '> g a ' w r t S,rn Yry k " 4., V. S rG a 1 . " ° n v . • @1 e , s �` � ! 6 ' r. i d d " • 74 ,i,irr„r GEODESIGN OERCE COPY Geotechnical • Environmental • Geological Letter Transmittal cI ry of TI 1A1 ATM! To: Jill Kiernan (2 copies) From: Paul Trone 8 2304 Company: Oregon Department of Date: November 490? Environmental Quality Address: 2020 SW Fourth Avenue, Suite 400 IiUILaING DEPARTMENT Portland, OR 97201 cc: Tim Spencer, Oregon Department of Environmental Quality (1 copy) John Drentlaw, Opus (3 copies) Mike Nichols, Opus (1 copy) John Gordon, Opus (1 copy) Jeb Koerner, Opus (5 copies) Loretta Skurdahl, Washington County (1 copy) Robert Davis, Washington County (1 copy) Mike McKillip, City of Tualatin (2 copies) GDI Project: Opus- 14 -04 -01 RE: Bridgeport Village Development (Durham Quarry) ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply No. Items Description: 1 Letter Transmittal 2 R1 HDPE Sub -slab Passive Venting System Plans Specifications Passive Sub -slab Venting System Installation and High - density 2 Polyethylene Geomembrane Liner, Prepared for Building R1 2 Attachments 7 Total Items Enclosed are the plans and specifications for passive sub -slab venting system installation high - density polyethylene liner for Building R1. The plans for Building R1 are similar to the plans recently submitted for Macaroni Grill except for drawings T -1, VA , and V -2. The specifications for the Building R1 are similar to those submitted for Macaroni Grill except for the cover page. Construction quality assurance (CQA) for Building R1 will be conducted in accordance with GeoDesign's CQA Plan submitted on June 17, 2004. Please call if you have any questions regarding this submittal. 15575 SW Sequoia Parkway Suite 100 • Portland, Oregon 97224 • Phone (503) 968 -8787 • Fax (503) 968 -3068 STATE OF OREGON BUILDING CODES DIVISION STATEWIDE INTERPRETATION No. OSSC 1702.1 OREGON STRUCTURAL SPECIALTY CODE SUBJECT: Periodic Special Inspections. CODE SECTION: Sections 1702.1 CODE EDITION: 2004 Edition of the Oregon Structural Specialty Code (OSSC) which is based on 2003 International Building Code. DATE: Dec. 17, 2004 QUESTIONS:(requested by City of Portland Building Department) Q #1: In Chapter 17 of the 2003 IBC, is it the intent of the "special inspection, periodic" requirements to allow a reasonable sampling of those components requiring periodic special inspection to be inspected? • Q #2: If the answer to question # 1 is no, is it the intent of "special inspection, periodic" to require that all elements of those components of work requiring this level of special inspection be inspected? Q #3: If the answer to #2 is no, is it the intent of "special inspection, periodic" to require that all elements of a sampling of components be inspected? ANSWERS: A #1: YES. A #2: Depends upon the scope of the Periodic Special Inspections as outlined by the design professional. For more discussion, please see the interpretation provided below. A #3: Same as in (2) above. 1997 Uniform Building Code provided a clearer and better description of Periodic Special Inspections compared to that provided in the 2003 International Building Code. Descriptions from both of these codes are re- produced below: 1997 UBC (Section 1701.6.2): Some inspections may be made on a periodic basis and satisfy the requirements of continuous inspection, provided this periodic scheduled inspection is performed as outlined in the project plans and specifications and approved by the building official. 2003 IBC (Section 1702.1): The part -time or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at the completion of the work. The UBC description is self contained in that it provides all different criteria pertaining to periodic special inspections in one place. The IBC description is similar but not very clear and the inspection schedule requirements are provided elsewhere (Sections 1704 and 1705) in the code which were amended in Oregon to limit their applicability to certain building categories (III and 1J9 Based on the above, following interpretation is made: Periodic Special Inspections are: - made on a periodic basis, the periodicity being defined by the design professional through several possible means such as the project specific Quality Assurance Plan, Written communications, Verbal communications etc. - considered equivalent to continuous inspections in terms of scope of inspections, without requiring the inspector to be present at all times - to be performed according to the inspection schedule, which may include frequency of inspections or the sampling of components for inspections or any other instructions. The inspection schedule including periodicity is to be provided by the design professional based upon the nature of materials or components that needs to be inspected. For projects that are not required by the state statute or laws to be designed by design professionals, the periodicity and sampling of periodic special inspection may be established by the building department having jurisdiction, consistent with the requirements within the state adopted building code. 2 r a Call -in INSPECTION NOTICE Date b� _ / D�'-1 Time o• ■ 30 Pm City of Tualatin Building Division r 18880 SW Martinazzi Avenue Tualatin, Oregon 970620/ Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Flt/ R 1 S of S +cJo C(...,_ 4 Date Requested /0 ) 3 — Oc--1 Time A.M. P.M. Address 7 Q 3 3) s� &t` p,t,L kk Permit# C) & - 3y4/ 7 B Subdivision } Br( d e y /'+ ti,'(/45 e Lot # 6 Id - R I Builder /5 v. L l _ P 7 C i - 54 The following Building Code deficiencies are required to be corrected: /, > GO)4T3!Z^- L //C/�- /4� ' D / • 7 1 ..2 /3e-_ I dff L 144474.- !i0 Li a` 11447 /&Q/ Z.c.e / 4- -'4h I .. .‘ r_ A 0 Coe, ,i_ A L� -�� ", Presented to ❑ Approved Inspector _ 40 XDisapproved Date ,z.. Approved w /Correction CALL FOR REINSPECTION 5 / r D RYES 0 NO p 2Dra •r As au (,-7- L_,D C4T i 0 12 1-- -r ) S FK/Nkt_.6_ L in.)bE RICK SOMMERFELD / ///�\ � Superintendent "*.K.1( J � OP US NORTHWEST, L.L.C. OPUS. J / B ridgeport Village Jobsite ....__Jr- www.opuscorp.com 17001 SW 72nd Ave Tigard, OR 97224 503 -207 -5851 Direct 503 -519 -6014 Mobile 503 -670 -7131 Fax rick.sommerfeld@opusnw.com CCB# 105336 Co" M ---1 R1. F/ FE LiidE ._._..._:\__c_:yvv„..„,____ / - // _ ,\H 7., 6 E7 11 1 1 7H--- Fril6 \ \ i 7_,bpIt (IMPORTANT MESSAGE) Iy y A.M. FOR DATE jD TIME P.M. M JOANN ` / bl MO 4i-ir OF PHONED PHONE 5- — Z4 2" Ss.73 YOUR RETURNE AREA CODE NUMBER EXTENSION MESSAGE Q 4c4 �,/ PLEASE CALL F. A40,197 Y.= 4 r /La- - / t R s — I/ d i- f - W AGAIN LL CAME TO S 4 -� rod /,ems.., . A74,4 AA Pelec�iL,�..r e� SEE YOU /i /S 7 g e WANTS TO � � 1 SEE YOU `SIGNED •.Z TOPS 5 FORM 4006 M CITY OF TUALATIN - Application I racking Step Selection Functions Options Help 4 b s • MS 11/3012004 3:40:56 PM Application number 04 00003447 Address 7331 SW BRIDGEPORT RD BD R1 TAX ACCOUNT NUMBER 251W130001700 Application type NEW COMMERCIAL ALTERNATE ID 01252500 Tenant name, number BPV -R1 Chang' I I View Fast ` Fast Inn E - action by maintenance In /out Path - -- Key Dates - -- -- Action Summary - Agency description Rev Step Req In Est Cpl. Last Type By BUILDING DIVISION A 81 Y 9/27/84 10/86/R4 9/30/04 AP JW ENGINEERING B 81 Y 9/27/84 10/86/84 PLANNING & AR C 81 Y 9/27/84 10/86/84 FIRE DISTRICT D 81 Y 9/27/84 113/86/84 OK I Exit I Cancel Add I Land ingl Misc into inquiry vNua wb1111.CLW a C..yuroaia Minnet a Road West nk OFFICE COPY opusThi Minnetonka, 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 Sett rwslmikenCesktopOriefcase1DumamtGom3sponoer upus A&E\Codes & Permtttingtl20403 Governing Codes.doc 1 SPECIFICATIONS PASSIVE SUB -SLAB VENTING SYSTEM INSTALLATION AND HIGH - DENSITY POLYETHYLENE GEOMEMBRANE LINER dell P • ∎ * + � w @ 13701 P6 —rot ' " 16 1Q�� 5 cc) V Si Prepared for Building R1 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 Hazvent 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. HazventT" 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. Ha 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. HazventTM 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 Hazventr" 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. Ha 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 /- 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'/. -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 HazventTM or equivalent shall meet all of the following requirements: Property Test Method Test Result Compressive Strength ASTM Dl 621 > 3,000 pounds per square foot Flow Rate ASTM D 4716 > 24 gpm /ft Number of openings > 50/ft' Open area > 1 in /ft Cross sectional open area > 2.5 in /ft Thickness <1.25 inch Width > 12 inches ASTM: American Society for Testing and Materials HazventTM meets or exceeds these specifications. HazventTM 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 HazventTM sub -slab flat vent pipe. AKWADRAINT" is manufactured by American Wick Drain Corporation of Matthews, North Carolina. AKWADRAINT" 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. HazventT" 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 HazventT" 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 HazventT" 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 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. D. Connect HazventT" or equivalent to exhaust pipe in the location(s) as shown on the engineering drawings. 3.03 INSTALLATION REQUIREMENTS A. HazventT" will arrive in 150 -foot rolls. Cut appropriate - length runs with a utility knife. B. Typically no trenching is required although the HazventT" 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 HazventTM end caps. 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 HazventTM 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 3/4-inch x 1 Y2 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'''h -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 • 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, 'A-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 Tined area. B. Net Tined area is defined to be the true area of all surfaces to be Tined 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 1 505 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, Ib /in (kN /m) 130 (23) Strength at Break, Ib /in (kN /m) 243 (43) Elongation at Yield, % (1.3" gauge length) 13 Elongation at Break, % (2.0" gauge length) 700 Tear Resistance, Ib (N) ASTM D 1004 42 (1 87) Puncture Resistance, Ib (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 1505 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, Ib /in (kN /m) 1 30 (23) Strength at Break, Ib /in (kN /m) 243 (43) Elongation at Yield, % (1.3" gauge length) 13 Elongation at Break, % (2.0" gauge length) 700 Tear Resistance, Ib (N) ASTM D 1004 42 (1 87) Puncture Resistance, Ib (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 (17.2) Peel Strength (extrusion), ppi (kN /m) ASTM D 6392 78 (1 3.7) Shear Strength (fusion & ext.), ppi (kN /m) ASTM D 6392 121 (21.2) END OF SECTION 18 R1 HDPE SUB -SLAB -_ PASSIVE VENTING SYSTEM A DEVELOPMENT OF: 2 311z Opus Northwest L.L.C. VANCOUVER c. 9 SHEET INDEX DWG NO. SHT NO. SHEET TITLE T -1 1 T1TLE SHEET, INDEX & ABBREVIATIONS C V -1 2 R1 SUB -SLAB PASSIVE VENTING SYSTEM I PROJECT 8 E SITE �, PORTLAND V -2 3 R1 LIMITS OF HDPE LINER i iii ,.....,„,......., H -1 4 DETAILS AND SECTIONS r Q H -2 5 DETAILS AND SECTIONS BEAVERTON el H -3 6 DETAILS AND SECTIONS 5 H -4 7 DETAILS AND SECTIONS ABBREVIATIONS o AT © q CENTER LINE CONC CONCRETE DIA.,. DIAMETER ELEC ELECTRIC GEO GEOTEXTILE HDPE HIGH DENSITY POLYETHYLENE OREGON CITY NO.,./ NUMBER OC ON CENTER I PROJECT PVC POLYVINYL CHLORIDE SITE TYP TYP CAL LOCATION MAP VERT VERTICAL NOT TO SCALE W/ WI LEGEND VENT PIPE VICINITY MAP — u - INTERNAL FOOTING NOT TO SCALE - - - - - - EXTERIOR FOOTING SUB -SLAB THREADED PVC MONITORING PIPE DETAIL NUMBER OR Al SECTION LETTER SUB -SLAB MONITORING POINT SCREEN INTERVAL VP V A HDPE LINER REFERENCE NUMBER OF DWG WHERE DETAIL IS SHOWN/TAKEN _ REVISIONS D q7 NO. BY DATE REMARKS DES plm : T. SNYDER R1 HDPE SUB -SLAB PASSIVE VENTING SYSTEM DATE 11/03/04 G E() D ES I G N z & ASSOCIATES, INC. DRAWN T. S,„� Bridgeport Village DWG T -1 � �� _ 605 TMb Sant Encinitas, CA 92024 Tigard, Ore 97224 TITLE SHEET, INDEX & ABBREVIATIONS 760.942.5147 Fax 760.632.0164 CHECKED CAD REF. N0. 3854 — - — DWG D `; i =4 NOTES: HDPE ti a- - SUB -SI AB PASSIVE VENTING SYSTEMS). 1 1. METHANE MITIGATION CONTRACTOR TO COORDINATE ALL INSTALLATIONS WITH BUILDING GENERAL CONTRACTOR. 2. METHANE VENTILATION PIPES /TRENCHES SHALL BE PLACED SUCH THAT NO PORTION OF THE FOUNDATION IS MORE THAN 25 FEET FROM A VENTILATION PIPE. 3. VENTILATION TRENCHES SHALL BE PROVIDED WITH HAZVENT OR ENGINEER /DEQ APPROVED EQUIV., SEE SPECIFICATIONS FOR SUBSLAB VENTILATION SYSTEM. THE TOTAL PIPE 143! (O PERFORATION AREA SHALL BE AT LEAST EQUAL TO OR GREATER THAN ONE SQUARE INCH PER SQUARE FOOT OF PIPE. PIPE MUST BE LESS THAN 2" IN HEIGHT AND APPROXIMATELY 12" IN WIDTH. 0 0 O 3.3 7 O ® 4. HAZVENT OR ENGINEER /DEQ APPROVED EQUIV. SHALL BE CONNECTED TO VERTICAL �J VENTILATION RISER. THE VERTICAL VENTILATION RISER SHALL BE NOT LESS THAN 2 159'- ' INCHES IN DIAMETER AND SHALL BE SCH. 80 PVC OR ENGINEER/DEQ APPROVED EQUIV. 28'-8' 39' -2' ' 14' -8' 30' -0' 14' -8' 32' -0' 7 1 QQ 5. VENTILATION RISERS SHALL TERMINATE A MINIMUM OF 18 INCHES ABOVE THE ROOF nIFIZIEM LINE FOR NON COMBUSTIBLE ROOFING (3 FEET FOR COMBUSTIBLE ROOFING). 0 - - - ' - VENTILATION RISERS SHALL NOT BE LOCATED LESS THAN 3 FEET FROM A PARAPET r WALL. VENTILATION RISERS SHALL TERMINATE AT A DISTANCE OF NOT LESS THAN 10 -;I J 1 - r r � - r FEET FROM ANY BUILDING OPENING OR AIR INTAKE AND NOT LESS THAN 4 FEET O B° I FROM ANY PROPERTY UNE. r —1 - I ` H___. I O 6. ANY VENTILATION RISER LOCATED WITHIN AN OPEN YARD SHALL TERMINATE AT I I J L J L ..., _ 4. J I A HEIGHT OF NOT LESS THAN 10 FEET ABOVE ADJACENT GRADE. _l_ 0 ' i z J 1 .p 0 ALL VENTILATION PIPES SHALL BE PROVIDED WITH A TEE . II I I 7. THE TERMINATION OF A D J CONNECTION OR OTHER APPROVED RAIN CAP TO PREVENT THE INTRUSION OF Co I ® - RAIN WATER. ® ® • _ I - °• QQ 8. VENTILATION RISER SHALL BE CLEARLY MARKED TO INDICATE THAT THE PIPE MAY co © CONTAIN COMBUSTIBLE GAS. THIS MAY BE ACCOMPLISHED THROUGH STENCILS, © I ® 1 1 ®® LABELS OR OTHER METHODS. PIPES SHALL BE MARKED NEAR THEIR TERMINATION 0 a t I ® 10 - 0' i 1�' - 4' ©Q 2'_4' POINT AND AT 5 FOOT INTERVALS ALONG THE REMAINDER OF THE VENTILATION - RISER. THIS INCLUDES SECTIONS ENCASED WITHIN WALLS OR OTHER ENCLOSURES. AN ■ 4y ®® I N ACCEPTABLE IDENTIFIER WOULD BE THE WORDS 'METHANE GAS" PRINTED IN LETTERS. O , 6' -2' - • 9. ALL UNDERGROUND ELECTRICAL AND PLUMBING CONDUITS PENETRATING THE 8 D.1 ` � - —I— I J: L T J SUB -SLAB MEMBRANE SHALL BE PROVIDED WITH A GEOMEMBRANE PIPE BOOT. IMF ih i I 10. ALL ELECTRICAL CONDUITS ENTERING OR LEAVING THE COMMERCIAL BUILDING OR , Al ` I m EXTERIOR ELECTRICAL BOXES SHALL BE COMPLETED IN ACCORDANCE WITH D ® Q Cu LOCAL UTILITY COMPANY STANDARDS. ALL CONDUITS TO BE SEALED USING D r I r ® rt SIKAFLEX -lo OR ENGINEER/DEQ APPROVED EQUIV. I I 1 I 11. ALL SHOWER OR TUB BOXES MUST BE SET ABOVE GEOMEMBRANE. IF _ _ _ _ _ _ - n NECESSARY, OVER EXCAVATE SOIL BENEATH BOXES TO PROVIDE NECESSARY r _ _ . F - - -r - ' -J I CLEARANCE FOR GEOMEMBRANE. 1 28 -8' - 1 J L Sr- 17P L __ _ ` - J 30' -0' — 44' -4' 12. CONTRACTOR SHALL VERIFY EXACT TYPE OF CONSTRUCTION AT EACH VENT RISER. � RISERS MUST AVOID WINDOWS, AND MUST NOT BE INSTALLED WHERE STRUCTURAL 159' -a' MEMBERS PROHIBIT. � 2' -4' 13. FINAL PRODUCT APPROVAL WILL BE SUBJECT TO ENGINEER REVIEW. THE HDPE O O O 3.3 3.7 (4) \ O G ...) GEOMEMBRANE SHALL HAVE A MINIMUM THICKNESS OF 60 MILS. INSTALL APPROVED GEOMEMBRANE PER MANUFACTURES SPECIFICATIONS. VENT PIPE 14. HDPE GEOMEMBRANE THICKNESS SHALL BE 60 MIL AND VERIFIED BY THE GRAPHIC SCALE ENGINEER /CONTRACTOR. CONCRETE FORMING, PLACEMENT AND FINISHING SHALL BE CONDUCTED SO AS TO MAINTAIN THE INTEGRITY OF THE GEOMEMBRANE. UNDER NO F OOTING 0 8 16 24 CIRCUMSTANCES SHALL THE GEOMEMBRANE BE PENETRATED WITH FORMING OR FINISHING APPARATUS DURING CONCRETE PLACEMENT. IF THE GEOMEMBRANE IS EDGE OF CONCRETE /APPROXIMATE EXTENT OF HDPE LINER DAMAGED, CONTRACTORS WORK SHALL DISCONTINUE UNTIL THE APPROPRIATE ( IN FEET) REPAIRS ARE MADE. 3/32 INCH - FT. SUB -SLAB THREADED PVC MONITORING PIPE 15. THE RECOMMENDATIONS OF THESE ENGINEERING DRAWINGS ARE BASED UPON THE SUB -SLAB MONITORING POINT SCREEN INTERVAL ASSUMPTION THAT THE QUALJFIED ENGINEERING OBSERVATION WILL BE PERFORMED AS THE MITIGATION SYSTEM CONSTRUCTION FOR THE PROJECT PROCEEDS. A 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 �� N0. BY DATE REMARKS DESIGNED: T SNYDER R1 HDPE SUB -SLAB PASSIVE VENTING SYSTEM DATE 11/03/04 G EO DESIGN`_ ' & ASSOCIATES, INC. DRAWN, T. SNYDER Bridgeport Village Z Tigard, Oregon 97224 DWG V -1 sr,EET 2 of —L 605 Third Shoat Encinitas, CA 92024 R SUB —SLAB PASSIVE VENTING SYSTEM CAI) REF. N0, 3854 — V - 1 — DWG 760.942.5147 Fax 760.6310164 CHECKED: • • 1 *t(a4 r A 1 0 GRAPHIC SCALE 0 8 16 24 OAT OF HDPE LINER ( IN FEET ) I / HDPE LINER 3/32 INCH =1 FT. REVISIONS D j r j7 p 57jJ NO. BY DATE REMARKS DESIGNED: T. IER R1 HDPE SUB -SLAB PASSIVE VENTING SYSTEM DATE 11/03/04 G EO DES 1 G N z & AS I SSOC I IATT I I ES, INC. I DRAWN: T. SNYDER Bridgeport Village OF V -2 SI IEET _ � Tigard, Oregon 97224 R1 LIMITS O HDPE LINER ow 605 Third Shot Encinitas. CA 92024 CAD REF. Na 3854— V -2.DWG 760.942.5147 Fax 760.632.0164 CHECKED: HAZVENT ENG HAZVENT CROSS JO APPROVED OR EQUIV. PERFORATED INEER /DEQ HDPE EMBED CONNECTOR SIDE DOWN STRIP EXTRUSION WELD 1111111M. 41101 60 MIL HDPE OR ENGINEER /DEQ - all 60 HDPE ENGINEER /DEQ APPROVED EQUIV. L. I L = APPROVED E VED EQUIUI V. CONCRETE SLAB CONCRETE 80Z. 1 GEOTEXTILE . — CONCRETE SLAB al L 8 OZ. GEOTEXTILE 2" MIN. SAND COURSE 'ir ?u 2" MIN. SAND -i / // // / \ / / \ / / \ / / \ / \ / / \ / \ / / \ / \ / �� / : . .ice %i `lam % � / \ %T` COURSE IM \ \\ \ \ /. , /` ` �/ % /, \ \ \,\ \ \\ \ \ /. L L EXISTING SUBGRADE HAZVENT OR ENGINEER /DEQ • i NI EXISTING SUBGRADE APPROVED EQUIV. 1,11111 ������0 PRO,/ �� HDPE GEOMEMBRANE 60 MIL. HDPE SHEETING OR V cO ENGINEER /DEQ APPROVED EQUIV. 13TQ1 „= LINER (TYP) GO ` N.T.S. FOOTING PENETRATION , , DETAIL (TYP) ® � � _�, . , N.T.S. HAZVENT INTERLOCKING CONNECTIONS (TYP) 0 F-2f3i /c N.T.S. PIPE LEGEND AWAY OR 3' ABOVE 4' MIN. A 10' AWAY OR 3' ABOVE 4' MIN. ANY AIR INTAKE INTO FROM ANY ADJACENT V 1 HAZVENT OR ENGINEER/ ANY AIR INTAKE INTO FROM ANY ADJACENT BUILDING PROPERTY LINE E 8 OZ. GEOTEXTILE HAZVENT OR ENGINEER /DEQ DEQ APPROVED EQUIV. BUILDING PROPERTY LINE APPROVED EQUIV. 9 6 SCH. 40 PVC PIPE RAIN GUARD RAIN GUARD 3' MIN, SLAB \ PER ARCHITECT 3' MIN. \ \ \c 60 MIL HDPE OR ENGINEER /DEQ r - -' "M SCH. 80 PVC - F. . FROM FACE PER ARCHITECT FROM FA, APPROVED EQUIV. OR EQUIV. ID AS I' OF BLDG. 18' FOR NON - COMBUSTIBLE ROOFING OF BLDG. ° d n ° d 'METHANE GAS' l id AND 3' FOR COMBUSTIBLE ROOFING d ° ° ° d � I PIPE LEGEND . .,.yny,. ��, 18" FOR NON - COMBUSTIBLE ROOFING . HAZVENT OR ENGINEER/ allir+ 2" MIN. SAND AIIIIIAIAI4IAWAIAIAIII AND 3' FOR COMBUSTIBLE ROOFING DEQ APPROVED EQUIV. COURSE + SCH. 40 PVC PIPE JOIST 2% PIPE IN STUD WALL, 2" SCH. 80 PVC OR ENGINEER _ _ _ _ _ JOIST =_: SCH. 80 PVC /DEQ APPROVED EQUIV. II -1I - 111 -111 -1- 111- 111 =1T 111 -111 =1 -111 - III = III � 2' OR EQUIV. ID As EXISTING — III — III = III — III = III —III — III = III — III = III — III —III —I "METHANE GAS" SUBGRADE III —_ I 11 = 111 — I 11=1 11 —i 11 =1 11 =III =III =III =1 11 =III — III —I I I 1 NOTES: 2" SCH. 40 PVC COUPLER \ \ \\ \\ \\ \\ '\` \\ \\ ''\. \\\ CONTRACTOR SHALL VERIFY EXACT TYPE OF NOTES: FOR PPE 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 STYRCFOAM 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 2" SCH. 40 PVC PIPE ���, \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ NOTES: PIPE IN STUD WALL 2' WILL CONNECT TO THE ,�aess.li. � \ \ N. \ \ \ \ \ \ \ \ \ \ FOR PIPE CAST IN CONC. DIA. SCH. 80 PVC PIPE . :.:1:' , �1� (� \ \ \ \ \ \ \ \ \ \ \ \ WRAP WITH PLUMBERS 1/4" OR ENGINEER /DEQ SCH. 80 PVC VENT RISERS '' °��� _.: � . .�I iLI \ ,.:\\,,, \\ \\ \\ \\ \\ \\ ,,,,,.s.„ \\ \\ \\ THICK STYROFOAM TAPE APPROVED EQUIV. HAZVENT OR ENGINEER /DEQ ,.,y, �.. FROM 2" WIDE ROLLS, OR \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 2" SCH. 40 PVC COUPLER APPROVED EQUIV. \ \ \ \ \ \ \\ \ \ \ BUILDING DEPT. REQ.'S MA HAZVENT SINGLE MULTI - 3' \ * \ \ \ s,,,' \ \ \ \ \ SLAB � il� ENGINEER/DEQ APPROVED TO SCH. 80 PVC PIPE OR NOTES PURPOSE COUPLER , , ,.,... _ 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. 1 � OUT ON THE PLANS. RISERS MUST AVOID PURPOSE COUPLER OR � HAZVENT SINGLE MULTI- PURPOSE /� /i� \ \ \ / \�j \j \\ \ \ v \ \ \ i�N 2" SCH. 40 PVC WINDOWS, AND MUST NOT BE INSTALLED ENGINEER /DEQ APPROVED VENT PIPE (TYP) COUPLER OR ENGINEER /DEQ \ / / \\ / WHERE STRUCTURAL MEMBERS PROHIBIT. EQUIV. N.T.S. 0 / APPROVED EQUIV. VENT RISER VENT RISER AT INTERIOR WALLS (TYP) EXTERIOR WALL (TYP) 6 N.T.S. E!) 1 N.T.S. H -1 REVISIONS X11 `j� y ^\ �jy J NO. BY DATE REMARKS �I I I I II�11 J lr�`0 L I S ^(� DESIGNED: T. SN1'DER R1 HDPE SUB -SLAB PASSIVE VENTING SYSTEM DAB 11/03/04 GEODESIGN ? Be ASSOCIATES, INC. DRAWN: T. SNYDER Bridgeport Village DWG H -1 MEET 4 OF .__7_ Tigard, Oregon 97224 605 Third Shut Encinitas, CA 92021 DETAILS AND SECTIONS CAD REF. NO. '1854 - H - 1.11\45 760.912.5147 Fax 760.632.0161 CHECKED: ■ CONCRETE SLAB 6' MIN. OVERLAP 8 OZ. GEOTEXTILE FABRIC 8 OZ. GEOTEXTILE ° ° _ 2 MIN. SAND 8 OZ. GEOTEXTILE COURSE 60 MIL HDPE OR ENGINEER 60 MIL HDPE OR ENGINEER Y MIN' /DE APPROVED EQUIV. s MK � \/\ \ / \ / \ / \ / \ / \: EXTRUSION WELD ��� 2' MIN. SAND COURSE POLYURETHANE _� /DEQ APPROVED EQUIV. \ \ \ \ \ \ \ \/ \/ \/ \/ \/ , �� CONCRETE Y4 X 1 h" STAINLESS A i k / \/ / \ / / \ / / \ / / \ / / \ //\ \ / \ /\ /\ �_ EXTRUSION \ / \� STEEL BATTEN WITH ® STEEL BATTEN CONCRETE \\ " CONCRETE ANCHOR //\ 60 MIL HDPE OR ENGINEER HOT WEDGE DOUBLE / CONCRETE Y4 X 1 X" GASKET /DEQ APPROVED EQUIV. TRACK FUSION WELD CONCRETE / 2' MIN. SAND COURSE HDPE EMBED G AS VAPOR BARRIER FOOTING FUSION WELD (TYP) GAS VAPOR BARRIER FOOTING STRI : STAINLESS STEEL N.T.S. 41) 96• X 3 k & GRADE BEAMS (TYP) & BEAMS (TYP) CINCH TYPE ANCHOR BOLT N.T.S. 0 N.T.S. ® 0 6" CENTERS CONCRETE SLAB EXTRUSION WELD 8 OZ. GEOTEXTILE CONCRETE SLAB 60 MIL HDPE OR 60 MIL HDPE OR ENGINEER ENGINEER/DEQ /DEQ APPROVED EQUIV. APPROVED EQUIV. ° CONCRETE SLAB HDPE EMBED . . - ° °_ _ ° STRIP • Y MIN. SAND ������ /���ii�,, i����uiiu��� 0 ____ // / / • p // //' / :::HDPE p // / / / / /// HDPE EMBED 8 OZ. GEOTEXTILE \� � , /�� D AND /DE O R EQUIV 2MIN. S ' j Q APP OR ENGINEER / / _: \� . EXISTING SUBGRADE /� \// \ / / / \ / / / \ / / /\ / /�\ // 2' MIN. SAND COURSE �II — III / / / \\ i / EXISTING SUBGRADE EXISTING SUBGRADE �� \� � � � / �\ INTERNAL FOOTING limimmarr p °_ D o INTERNAL FOOTING • THICKENED SLAB ° ° INTERNAL FOOTING INTERNAL FOOTING WITH EMBEDMENT N.T.S. 414i, DETAIL (TYP) ATTACHMENT DETAIL 6 EXTRUSION N.T.S. H -2 N. T.S. H- WELD ,',::,...% fr F +6 N' 3' MIN. CONCRETE SLAB HDPE PIPE BOOT OR ENGINEER PENETRATION 60 MIL HDPE OR APPROVED -.` POLYURE ANE CAULKING / ENGINEER/DEQ EQUIV. -,, DEQ APPROVED EQUIV. 1 8 OZ. GEOTEXTILE A _ 1 CONCRETE SLAB EXTRUSION WELD 3' Ov A P CONCRETE SLAB / V V // // / 2' MIN. SAND t- ° COURIN�. SAND ��i 8 OZ. GEOTEXTILE 1� / COURSE i�� `spa 8 oz. GEOTEXTILE / / //. / , \ / / / /i \ 60 MIL HDPE OR ENGINEER \ EX ISTING 60 MI L HDP 60 MIL HDPE OR ENGINEER / / EXTRUSION WELD \1 • \ ov�LAv \, \ \ \\ \.\\ A\ 2' MIN. SAND / / /DEQ APPROVED EQUIV. \� /DEO APPROVED EQUIV. i \ 1 COURSE 1 \ \/\ /\ \ „�, EXISTING SUBGRADE / \\ /\ ENGINEER/DEQ APPROVED EQUIV. EXISTING SUBGRADE /\ /' 111F MA INTERNAL FOOTING EXISTING SUBGRADE \- \ —. J L___ CLEAN ALL DEBRIS BEFORE STEEL BANDING INSTALLATION OF 60 MIL HDPE INTERNAL FOOTING WITH GAS VAPOR BARRIER ,1 �� re (TYP.) AT ALL BREAKS) ANCHOR BOLTS DETAIL ® SEALING PENETRATIONS (TYP) H 2 TYPICAL PATCH DETAIL (TYP) 9 N.T.S. H - N.T.S. N.T.S. — REVISIONS NO. BY DATE REMARKS DESIGNED: T. SNYDER H DPE SUB -SLAB PASSIVE VENTING SYSTEM R1 DATE 11/03/04 G E O D ES I G N? & ASSOCIATES, INC. ._ DRAWN T. sNrDeR Bridgeport Village o�G H -2 SHEET 5 �� 760.942.5147 Third SIr, Fax n Encinitas, CA 92024 CHECKED: Tigard, Ore 97224 DETAILS AND SECTIONS CAD REF. NO. 3854— H -2.DVG ■ POLYSEAL EXPANDING 60 MILS HDPE OR ENGINEER FOAM SEALANT CONCRETE SAND/BENTONITE /DEQ APPROVED EQUIV. SLURRY TRENCH DAM NOTE: SLAB HAZVENT OR ENGINEER iiiiiiiimiMilliailli 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 AHIEVE 471 PSI 0 28 DAYS AND 266 PSI 0 4 DAYS 2' MIN. SAND o d a n 2" PVC SERVICE SLEEVE CONCRETE SAND SLURRY COURSE ° ° a ° r. V < " J i/r CONCRETE SAND 3000 LBS +- 50 LBS. z ,Imiiimillii.0 WATER 350 LBS. (42 GALLONS) r ° '' ° CONCRETE 376 LBS. (4 SACKS) iv �.< iaiaoi ' BENTONITE SLURRY ` A V A Y A Y A Y A! A Y* YA Y& Y A Y$ 2" MIN. SAND COURSE 04 ioaio - - `` -- ii BENTONITE 34 LBS. (200 MESH FORM) \ \` \ `' \ \` \r \` \`'\ `r \>\ ` \` � `r � \ \ \`r \ \' • co WATER 564 LBS. (64 GALLONS) /// . //�?/,, // /\\ \ / / \/ \ \ �/ \ /\%� THE MANUFACTURES OF BENTONITE RECOMMEND ADDING TWO GALLONS OF WATER EXISTING SUBGRADE r / / / / / / // / / // //\/ \ / /` // � \ / \ \ \ \ \ \ \ \ \ \ \ \ \` \ g" I 3' 6• 3' TO EACH POUND OF BENTONITE TO ACHIEVE A CONSISTENCY OF PANCAKE MIX. l \ /, \ / / \ ///\/\//\/ yj� /i \ /, \ �� /� /i/,� /i\j, A THIS MIX HEMGROU PUMP WOULD WORK WELL FOR ALREADY THISED CONCRETE SAND SLURRY. \\ \\ �\ \� .....(\s:\ \\ \� \\ \\ ...::::.\:, \\ \\ \� 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) TONCRETEDSANDOSLURRYIXER W A TRANSIT MIX COMPANY SUPPLIES THE \\ \\ ' ' \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ N.T.S. ® \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ c ft Da n ego " tp� SOIL CEMENT F• OPTIONAL SAND LAYER PAD ��� A € r (TYP) frii, EDGE OF SLAB ���N N.T.S. CP ✓, ,. y l eS1 — 3" MIN. r = � ;"" f ICJ 1;:- FQ . ,. 7¢" BEAD OF SIKAFLEX 60 MIL HDPE OR APPROVED 10 OR ENGINEER/DEQ LOCKING SQUARE ENGINEER/DEQ EQUIV. APPROVED EQUIV. VAULT CONCRETE SLAB MINUS SUBGRADE CONCRETE SLAB M MATERIAL THREADED SAMPLE i a - 8 OZ. GEOTEXT1LE PORT '` a ,, ° a a EXTRUSION WELD ° r SCH 40 PVC ° THREADED TEE ; �- 2 MIN. SAND COURSE ° THREADED SAMPLE i / / / / / /\ // / / / V / V / V / 7 \yli : i PORT DRAIN \ \ \ \ \ \ C \�� .i _a ./-_-_,.../_./"-- / /, ,A, . // /// / 4 fit' PVC THREADED END CAP ' -■\� I I -\ 1 i -� -\ i • \ �\ � / / // Jr SCH. 40 PVC 0.02" SLOT 1 =\ '' - \11 1 -: - ‘11‘1 1 =1 :V/ v i i - i - C - i ? FOR PIPE CAST IN CONC. WRAP \ / /�� /j� /� / / "/� /... y/ /..., /,,,,,, \// ' 1 - �� ; °I ; �I c �I -, /i r �1- M 10' MIN. Imo, I�� 1 � _.� �7 d 1./..7‘1!.7\1!,7‘1.,,7‘1.!.. ` WITH PLUMBERS 1/4" THICK "....".1•,\/="....".1•,\/=\•/=\7: �-.i_ i '' STYROFOAM TAPE FROM 2" WIDE 60 MIL HDPE = \1-�.;�I ?- �IC.��I�,����/ ° o . - �1 ��, �1 �, �1 � I , A l i 4 ,i • ! 1:1 SLOPE MIN. ROLLS, OR BUILDING DEPT. .i .% .....,/1.„./1..\/... a REQ.'S % i 1 ,`l% l , ° . � � / ; l - 8 OZ. GEC/TEXTILE SUB -SLAB METHANE MONITORING PROBES (TYP) r-o• I % ,. r-6• fa 6' MIN. SAND COURSE N.r.s. TYPICAL ELEVATOR/SUMP PIT DETAIL (TYP) 4 1) N.T.S. REVISIONS D ����) ��7�j�J Na BY DATE REMARKS DE90NED: T. P SN HDPE SUB -SLAB PASSIVE VENTING SYSTEM �. !SV R 1 DATE 11/03/04 G EO DES1G 760. N z & 605 2 ASSOCIATES, INC. DRAWN: 1-21.11201_ Bridgeport Village Drrc :- N0. �,Efr� aFZ Tigard, Oregon 97224 DETAILS AND SECTIONS .94 147 6..0 CAD 3A54- H -3 ITWl 760.9423147 Fa 760.632.0164 C1ECKED: J • Y4 X 1 )¢' STAINLESS d STEEL BATTEN PIPE PENETRATION Y4 X 1 J¢" GASKET Y4 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 1' MIN. X" MIN. SIKAFLEX -2C 96" X 33'4 STAINLESS STEEL 4' OVERCUT � R7 (TYP.) AT ALL BREAKS) Y4 X 1 r GASKET 3' MIN. I —i CINCH TYPE ANCHOR BOLT 4 < EXISTING CONCRETE SLAB 3' MIN. 8 OZ. GEOTEXTILE 0 6' CENTERS EXTRUSION WELD , ' 8 OZ. GEOTEXTILE 3' MIN, ■ 1 i , i 8 OZ. GEOTEXTILE — — FINAL — SUB –GRADE ELEV ATION 1 - i a ELEV d 60 MIL HDPE OR ENGINEER � _ „ � +� ,v� v •,` �\ / / \V ® � /DEQ APPROVED EQUIV. ia�e. CONCRETE \ � \ \. \\,� \ \i.,i\ \�i� \ \.,\ ,\ 2' MIN. SAND d \ \ e° d d ° EXISTING 60 MIL HDPE OR COURSE 60 MIL HDPE OR APPROVED SUBGRADE / a 4' OVERCUT ENGINEER/DEQ EQUIV. //� ° ° 4 2” MIN. SAND COURSE ENGINEER/DEQ APPROVED EQUIV. 3, OvELA Ra EXISTING SUBGRADE 36" X 3 /" STAINLESS STEEL CONCRETE / / 4 /� / �\ // CINCH TYPE ANCHOR BOLT \ \ \ \ ,/, / \�--------- EXISTING SUBGRADE NOTES: 0 6" CENTERS CONTRACTOR SHALL OVERCUT TRENCHES VERTICAL BATTEN ATTACHMENT FOR IMPROVEMENTS 4" TO ALLOW FOR UTILITY PENETRATIONS (TYP) 41) (TYP) EXTRUSION WELD OF HDPE PATCH lTYP) ® N.T.S. N.T.S. TYPICAL PATCH DETAIL (TYP) 40 N. T. S. J� Jc�O \§-)(<o �O �O O N- 4`, PR Off/ i to d r - - r:N 1431 REVISIONS )\ Na BY DATE REMARKS DESIGNED: T. SN R HDPE SUB -SLAB PASSIVE VENTING SYSTEM 11/03/04 J DATE G E 0 D E S I G N ? & ASSOCIATES, INC. DRAWN: T. SNYDER Bridgeport Village DWG H-4 SHEET GF� sos Third Strut Encinitas. CA 92024 Tigard, Ore 97224 DETAILS AND SECTIONS CAD REF. N0. '9154 -H -4. WD 760.9425147 Fax 760.632.0164 CHECKED: 7 NO° / , 1 -- 5 . ie, .A.) ic-L L /Q.__ TRI'- COUNTY SERVICE CENTER Building Permit Application OFFICE USE ONLY Date received: �/ -Q Permit n (� �� Y'Y 7 ; : Jurisdiction: City of Tualatin ,!'�:; Pro ecda 1. no.: Expire e: .: Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 pp / p - ' Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: /-a 7 - 3 By: Receiptnol 427". Clackamas Internet address: www.ci.tualatin.or.us �� Multnomah Case file no.: -.ft- Payment type: Washington c o u N r I t s Land use approval: , `— I &2 family: Simple Complex: TYPE OF PERMIT 3 1 & 2 family dwelling or accessory • (om • • • 3 Multi -famil ew construction ❑ Demolition 3 Addition/alteration /replacement 3 Tenant improvement icdirelgrIP : ••• 0 Other: .1OB SITE INFORMATION Job address: `7 " ( 11 911 w • / e ,af illi P irill —• _ Bldg. no.: g -1 Suite no.: Lot: Block: Subdivision: • Tax map /tax lot/account no.: Project name: (/ 9 Description and location o work on premises/special con ttions: �12 ct /p / rte OWNER F014 SPECIAL INFORNIATION, USE CIIECKLIS Name:0 • 0 S N W L., L (~ (Floodplain. septic capacity. solar. etc.) Mailing address: / e 0 ' _ y ' 1 ,L,,,,, lik 30 1 & 2 family dwelling: C ity. p State: tog.. P: 97 a0 5 Valuation of work .. S Phoni mj(o• s - 163 Fax: I E -mail: No. of bedrooms/baths Owner's representative: i Ali' , Total number of floors Phone: Fax: E -mail: New dwelling area (sq. ft.) •••N APPLICANT Garage/carport area (sq. ft.) \ M I I/ L_ Covered porch area (sq. ft.) Mailing address: A , 1ptir Deck area (sq. ft.) 1 �� • i Other structure areas ft. ) .tb City- ,_4i[ / (q Phone �r /���yf'] CommerciaUlndustrial/multl- family: //// �� CONTRACTOR Valuation of work $ //' ODgir.'' Business name: �t j Existing bldg. area (sq. ft.) Address: 4 f 9 5 2S1 _ i� �, ( New bldg. area (sq. ft.) E �r•� Number of stories le li / � r ZIP: a ' Type of construction Tr.-' ) Phone 1_ 0 Fax: E -mail: CCB no.: ! Occupancy group(s): Existing: New: M A City /metro lic. no.: Notice: All contractors and subcontractors are requirid to be ARCHITECT/DESIGNER licensed with the Oregon Construction Contractors Board under BMW = MERMINIMMII provisions of ORS 701 and may be required to be licensed in the Address: ijiNi�i_aWI V jurisdiction where work is being performed. If the applicant is ' �/ iVJIIIIIIIIIIIIIEMQ ZIP: Wj%7�� exempt from licensing, the following reason applies: Contact person: Plan no.: Phone /P0 temp I Fax: I E - mail: . ENGINEER o[ tiCI•: USE ON i.. '1 t 1 i,; ; t ,0 '£ , 81-6-le C 1T6 Name: �,/�JgNE — Contact person: pot( • •l l n 6 l tom Address: e�REIC ^ 'G : t31t6itc211�ddi fiQl):!yil�'" '311) I) - �� " ) • 7 Li City: State: IZIP: ptlthllutl r: i}# 1�31ttititraladdf ,....SibG..:tyf�1Q...L). ..ZQ:'91r:R•�p Phone: Fax: E-mail: tlit -111‘, • ,ie 1 ?t,4 a i ':t , r?i., .. e.. wi• . •J 1 hereby certify 1 have read and examined this application and the ;101;';t1{ i`i3 7et111 Rligl{0tt rttec gieuvea jurtsdigtcojierila auon' attached checklist. All provisions of laws and ordinances governing this QI Visa D MasterCard Cr e dit card number / 38t ❑ 1 l ' t v ;..0r r r } ' 1(Ni'�"ztie ,i4Giel work will be complied s i h, whether • cified herein or not. Expires Authorised sign. !�t~. -..L. /� ./..- - t , r ' e: Qh ta 1 e of cardholder as shown on credit card Print name: _0.1/3 t ' i�i -- _ _ Cardh ardh __ ..— _ . _ __ o lder signa &ture ture Amount ,Votice: This permit application expires if a permit is not obra ed within 180 days after it has been accepted as complete. 440-4613 (6/00/COM) 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 budding open tions being carried on there under when in violation i 's code or any other ordinances of this jurisdiction. ;M)9r,1 0 /2 By Permit No. Moo2o 00 /3P /0.V5 , tcX 1q y�. I '96 g 4 :,f. �,.•,:� 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- 00003447 Date 1/27/05 Property Address 7331 SW BRIDGEPORT RD BD R1 TAX ACCOUNT NUMBER . 2S1W13AC01201 ALTERNATE ID 01252500 Tenant nbr, name BPV - R1 Application description . . NEW COMMERCIAL Subdivision Name NOT IN SUBDIVISION Property Use Property Zoning GENERAL COMMERCIAL Application valuation . . . 717189 Owner Contractor OPUS NORTHWEST LLC 1000 SW BROADWAY STE 1130 PORTLAND OR 97205 (503) 916 -8963 Structure Information NEW BLDG SHELL - R1 Construction Type TYPE II CONST Occupancy Type MERCANTILE Other struct info FIRST FLOOR SQUARE FOOT 7971.00 Permit FIRE SPRINKLER PERMIT Additional desc . FIRE SPRINKLER Permit Fee . . . 106.45 Plan Check Fee . . 69.19 Issue Date . . . 1/27/05 Valuation . . . . 11020 Expiration Date . 7/26/05 Qty Unit Charge Per Extension BASE FEE 37.45 10.00 6.9000 THOU BLDG, VAL 2001 -25000 69.00 Other Fees SEWER CONNECTION - USA 2500.00 WATER INSTALLATION 375.00 WATER CONNECTION FEE 13792.00 SURCHARGE -BLDG 136.64 SURCHARGE -PLBG 25.12 SURCHARGE -FIRE SPRINKLER 8.52 SEWER INSPECTION - COMM 75.00 FIRE LIFE SAFETY B 683.19 FIRE LIFE SAFETY S 42.58 Fee summary Charged Paid Credited Due Permit Fee Total 106.45 106.45 .00 .00 Plan Check Total 69.19 69.19 .00 .00 Other Fee Total 17638.05 17638.05 .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. 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- 00003447 Date 1/27/05 Grand Total 17813.69 17813.69 .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. rte.` r 1 • ' i �� ....... • . .,,, I ;,, _- �..&_► '- • Location: Building R1 Location: Building R1 Location: Building R1 Notes: Sand cushion Notes: Sand cushion placement Notes: Tapping footing for battening Filename: IMG_0013 Filename: IMG_0015 Filename: IMG_0030 Picture taken on 2005:01:03 at 09:24:13 Picture taken on 2005:01:03 at 09:25:07 Picture taken on 2005:01:03 at 10:59:50 _ 1NJAaf�' .r 5 , Ti iz r y i , �_ 1111140 r I i It=" ..' - ' - — IL.' ' : . ..'a_ . i -- .._.....,......... - _ . 1 ' . . 7, "dt,„ : $ 1 Location: Building R1 Location: Building R1 Location: Building R1 Notes: Cleaning dirt off concrete for optimal tape Notes: Drying concrete footing in preparation for Notes: Sand cushion adhesion perimeter gasket and tape Filename: IMG_0036 Filename: IMG_0034 Filename: IMG_0035 Picture taken on 2005:01:03 at 11:26:10 Picture taken on 2005:01:03 at 11:05:22 Picture taken on 2005:01:03 at 11:13:53 . hi 7 -e if ( , , 0411 ''r..� _.... 1 e 1 11 r. Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Pumping out D4 internal footing Notes: Sub slab vent pipe Filename: IMG 0039 Filename: IMG 0040 Filename: IMG 0063 Picture taken on 2005:01:03 at 11:47:13 Picture taken on 2005:01:03 at 13:29:22 Picture taken on 2005:01:04 at 08:45:13 \ _ 0 f • T ='1f `,. 4-,- t -+,fir -•; - r n .�_ r _ —. y - � S _ � � - n� r ,. r' y i,, = s M { E } • l 5 11 ' • i • - k • fi Location: Building R1 Location: Building R1 Location: Building R1 Notes: Sub slab vent pipe Notes: Sub slab vent pipe Notes: Cleaning off internal footing Filename: IMG_0065 Filename: IMG_0068 Filename: IMG_0070 Picture taken on 2005:01:04 at 08:45:52 Picture taken on 2005:01:04 at 09:14:50 Picture taken on 2005:01:04 at 09:18:47 willaij4iii - sit -5 i• s :� IAC �f ., _ 44. ~� .. it , - i or , ' v -- - - v-rimua‘ ' ,...--... g I r r , , , 41 , .111111. . • '46 . * . Ibp.. Q y . -r r . Location: Building R1 Location: Building R1 Location: Building R1 Notes: Sub slab vent pipe Notes: Notes: Cleaning out vent riser for sub slab vent pipe Filename: IMG_0071 Filename: IMG_0072 transition Picture taken on 2005:01:04 at 09:19:17 Picture taken on 2005:01:04 at 09:36:57 Filename: IMG_0074 Picture taken on 2005:01:04 at 09:41:28 ... 1 ,' r-.�z -,_..__ - , . - ...- . _.. lk Ji . **'''. . :' l' r Y'� 7 k — 7 ; 4 5 4 ,,,4,;. .x,44 ., . : ± ,...01:,:. ^ ` n t i t 4.46? ^ Location: Building R1 Location: Building R1 Location: Building R1 Notes: Placing tape around internal footing Notes: Notes: Floor cleanout Filename: IMG_0075 Filename: IMG_0077 Filename: IMG_0079 Picture taken on 2005:01:04 at 09:42:52 Picture taken on 2005:01:04 at 09:55:43 Picture taken on 2005:01:04 at 10:43:22 ` •ems — s i- r' '' t J ".0 y s // � y `.. _.. .r •+'MMAes't _. „0, .:pv s < 0 ; ;"_„1,,.„. ,�' ...„,./.,,, y -fg . ? ' ' r' z .s: 4 r kpp Y.T' y �, st , C� � h t x _ q, 1 'N ,�ryf }f`if t"a �• r :, , ! r .: "'t.+���g J ; .. r : '� y- r,.,r }} Z •. 3 ,,, , ,.-„,--..,,. ; „: a t- s , Ptf.r / T. � . ;k + ' ..r 'er - -,.. ?aY rr ; " S e i ,,,! ' �, ! .. x � } 1 r : J 'eft yr.;' w r « ,4 Y .� .. t ~ 1 °i a }.. s . ;7 om rr _ "X3 ♦ • A - - ti t ��+ ,4,• E� r ti y rr �` ;Y s ' •'�^ .+, . ' 4r .3 x+r } tFrl' r ::�s ,. d' ♦ .r,. • l " . '� ,�. ? J! 4 r f, _ - P _ ••k r ;: :0 - ..n 4 3! { '� a r « 4 .6 --„,r r i � ,i+ - r 7� .. • t '. - I c C'r / Y J ry .rF. t ,l �T,‘ '4,-.. . i1.l; ?R+}�1 s .ln aR :1!' g L,.. ,o� .�, r 0'. P d .. . f , wt ' t F ..: t y am' "' r ..d J r `�+Ir •+ r ' � d ' it" J a ° �' 4 yiY r p1 •1 :r a i �,Y. i - r 7 .{ .. s ..ys � t < r .• ? '4 , ,f• ^ t ,r,Ci, ry i 51 '' ., ` f � :. ...• .l . { 4, r 4 " 4 it*Stt�7 P' q t r 4 ! f� >��,.,.iy 71 . NJh v .1Y: N. 'I :.V � 'I r , .•t'' L •y i _ Y r �� •' �- . '� . ;� ,Y' � � �� '�,, . � .. s �! J r n :'�` N«� / 3 �' ,..:41.1,1),J, „ ' e � ; `s ' t � � � ° �� F - . .Kvy � t . ..t . ' t fS ■ .. F, . n t j �: s ;, � , � A, * � y' � � 1 n' ,r i ” • , . . :.. ' t / r r u '�, + '� ^ F 1 �S. f : � ; r . 'a J � , • Location: Building R1 Location: Building R1 Location: Building R1 Notes: Transition at D4 for sub slab venting Notes: Probe and vent pipe crossover Notes: Sub slab vent pipe installation Filename: IMG_0081 Filename: IMG_0082 Filename: IMG_0083 Picture taken on 2005:01:04 at 10:43:38 Picture taken on 2005:01:04 at 10:44:22 Picture taken on 2005:01:04 at 10:45:07 .t .h 4 �V` ? ' '. .. - • � }oat ; '�. .. . „ � - / I l I +4..v.. , vl � ;. - ''7 1 r `' Y y � t � 'ww x i; �a � a te, � , a y • ` • 7 .7t % * ! fi '" •+ '. y. •MM .•c a,'4r y ''' ►r 4+ t n f a , „... - r- f ' ' , t � Z r k • k 7 • • - 9`k 1 « r ' •� r ,' � -' ` fi , 'w t X ( ,y Ir ... _ ' „, r J r + .� / ti ' ' ♦ . " t �' 6 1:4 $ 1 , '• 1' j ' . f . .SC .i. • ` t -1 - Tt s k i' " F t 7 J1% +L ' ,� " Y J J J ti .t*f' r � . ' 'Y 1 ' { r . ?, i t ■ , ,.%,. s ' , .� 1`. A. ` ' � ss P. -' 1 ., � r : , � y t ' �' ` � ��l f7 Se 1r ;;,t � Jtr , ' • , mac 1 h. +' ,. ' A M _ t - --.. '+ 4 i^ ;4 ' :a 1 sr . . �t'+�, l; i U . ' ''%. f 4 r 'It,',:; } y� l Y . rst 4 , -. ■ ..M �j, r'+ j r '` w . fi '! ` e � g y A fi i _ � fly v " 4 ; s t " 6 • • 'r r •2 41 ' �' ,.. I !.J } . � . t i l� +�� , ; � � ,,�, � . ��, ` • r: `.% w .tY a ' di • 4 , r. • e J k` ' C r Y ) . . y.. ''''''J r..".- Ar '�U..=..5 ♦ + { ^, \� � 71 ,y r a :$4.0b ? ,.,`. • t • t „, .., S , .._ u't J41 J .i":. �1F`W • 1.. . e }' ;; O, .. .4"i '. ° Location: Building R1 Location: Building R1 Location: Building R1 Notes: Vent pipe overlap at corner Notes: Repair vent pipe Notes: Vent pipe transition to riser pipe Filename: IMG_0084 Filename: IMG_0087 Filename: IMG_0088 Picture taken on 2005:01:04 at 10:48:58 Picture taken on 2005:01:04 at 10:45:27 Picture taken on 2005:01:04 at 10:47:58 • � 1 i r � a: ` c A / f 1 }. `� 4,t' , _.! I :t i r `t "•! -- '. � .r • " .4 ; ' tea.- - • yy Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Geomembrane deployment Notes: Filename: IMG_0089 Filename: IMG_0090 Filename: IMG_0092 Picture taken on 2005:01:04 at 10:49:56 Picture taken on 2005:01:04 at 10:50:56 Picture taken on 2005:01:04 at 10:53:27 `r4-• / '.: l 11111111111111111111111pr /'_ ------\\ 'M• - �Hqw L ^z" _, ate: i , � # a I y Location: Building R1 Location: Building R1 Location: Building R1 Notes: Riser pipe transition Notes: Deployment Notes: Filename: IMG_0093 Filename: IMG_0094 Filename: IMG_0096 Picture taken on 2005:01:04 at 10:55:15 Picture taken on 2005:01:04 at 10:55:33 Picture taken on 2005:01:04 at 10:57:33 ' -LA °L:' a 7' --1 _r._. ` { _ • ` 16 a 11 � . . t ; „ c. ' - Location: Building R1 Location: Building R1 Location: Building R1 Notes: Battening installation Notes: Notes: Battening Filename: IMG_0097 Filename: IMG_0100 Filename: IMG_0102 Picture taken on 2005:01:04 at 11:08:02 Picture taken on 2005:01:04 at 12:00:53 Picture taken on 2005:01:04 at 12:01:34 _______ Ilk � , t t' y A r 4 a r, _ .. _illi Illkir y • Location: Building R1 Location: Building R1 Location: Building R1 Notes: Battening Notes: Trial weld Notes: Site Filename: IMG_0104 Filename: IMG_0108 Filename: IMG_0109 Picture taken on 2005:01:04 at 12:08:45 Picture taken on 2005:01:04 at 13:43:59 Picture taken on 2005:01:04 at 13:44:46 Ai 1,4 I.. • 1 s 11111111' , y j 6 r -' .r V. ■ v, �, y illl.' • r r+ { •y . r 3�jr - AI Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Vent pipe transition to riser pipe Notes: Production welding Filename: IMG_0110 Filename: IMG_0111 Filename: IMG_0113 Picture taken on 2005:01:04 at 13:52:05 Picture taken on 2005:01:04 at 14:03:33 Picture taken on 2005:01:04 at 14:14:07 , ., tit V 1 <.' • „Yra• alp, ��. _ 11 ' . \' _ • - . r. . -s — . 71 _ / .. t 'lbw —1 174„ 7 44. 4 ...e - h—___ . ._ , _ . ' F 4 Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Site Notes: Filename: IMG_0115 Filename: IMG_0116 Filename: IMG_0118 Picture taken on 2005:01:04 at 15:27:35 Picture taken on 2005:01:04 at 15:28:13 Picture taken on 2005:01:04 at 15:29:58 : •• .. tr IIII' �. ' y C ? , `, B oa , t ..), ,J mo d!• ii____, ______, i iimiim , Location: Building R1 Location: Building R1 Location: Building R1 Notes: Drying concrete for battening tape Notes: Panel left short and had to place battening closer Notes: Trial weld Filename: IMG_0119 Filename: IMG_0121 Filename: IMG_0122 Picture taken on 2005:01:05 at 07:58:51 Picture taken on 2005:01:05 at 08:12:56 Picture taken on 2005:01:05 at 08:21:35 AMER • \ .. r r R [ . r s j ,,,,,, . , • P 1 , , ... , .. _. , I 4, , ‘N+ , L______ . „ ,.....- ail - . . . 46 _. .. . .., z... „....... 06A .. . , .. Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Tape for internal footing Notes: Battening Filename: IMG_0124 Filename: IMG_0125 Filename: IMG_0126 Picture taken on 2005:01:05 at 08:33:04 Picture taken on 2005:01:05 at 08:40:31 Picture taken on 2005:01:05 at 08:41:34 , ,; x.54 -..:-.. , .. , ,,_... . i . • tilik , Location: Building R1 Location: Building R1 Location: Building R1 Notes: Air pressure testing Notes: Boot skirt for cleanout Notes: Boot skirt installation Filename: IMG_0129 Filename: IMG_0130 Filename: IMG0131 Picture taken on 2005:01:05 at 09:10:57 Picture taken on 2005:01:05 at 09:13:10 Picture taken on 2005:01:05 at 09:14:08 W) , .71 - .. i .% li ' ' _.. ' ■ it 1 1 �:i `1 . ' . I 1111%1 11111116Nrii Ilk Ie. Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Pipe penetrations Notes: Welding boot Filename: IMG_0132 Filename: IMG0134 Filename: IMG_0135 Picture taken on 2005:01:05 at 09:20:45 Picture taken on 2005:01:05 at 09:26:12 Picture taken on 2005:01:05 at 09:35:22 s T 441144 \ . , • . Location: Building R1 Location: Building R1 Location: Building R1 Notes: Taping around water pipe penetration and Notes: Penetrations Notes: Internal footing and battening grounding wire Filename: IMG_0141 Filename: IMG_0142 Filename: IMG_0138 Picture taken on 2005:01:05 at 11:26:17 Picture taken on 2005:01:05 at 11:33:07 Picture taken on 2005:01:05 at 09:39:19 • r ....6L. it , Prr _ . , , 4 . .„.0 . _ __ , rip; � 1 .. E illinilik --: Location: Building R1 Location: Building R1 Location: Building R1 Notes: Battening Notes: Fitting boot and cleanout around cleanout Notes: Boot for sub slab probe Filename: IMG_0143 Filename: IMG0144 Filename: IMG_0146 Picture taken on 2005:01:05 at 11:33:38 Picture taken on 2005:01:05 at 11:34:49 Picture taken on 2005:01:05 at 11:50:27 • • - _ - _ "r ft/ . , , , ,'. - , al le ... "11 - ..-. ,..,• ... ',' (-i 64 'Os' 1116-- AV . r � ` m V�• �`` Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Produciton repairs Notes: Produciton repairs Filename: IMG_0148 Filename: IMG_0150 Filename: IMG0151 Picture taken on 2005:01:05 at 13:10:08 Picture taken on 2005:01:05 at 13:36:37 Picture taken on 2005:01:05 at 13:36:46 r. gi y ' ,i ts, �, ,. ,} " f ix r ' S, ' y ,,,.. ,:,,... 40 444, , . ... ,,, . r ' ., . _ . Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Sealing penetration with sikaflex Notes: Filename: IMG_0152 Filename: IMG_0154 Filename: IMG0155 Picture taken on 2005:01:05 at 13:42:32 Picture taken on 2005:01:05 at 14:01:59 Picture taken on 2005:01:05 at 14:12:14 . __ .. - :2,41 1 1 J ' , 141111rz ... , ., ,, " Jlal Ri! ' Willtilip " i ''.• ..% "" 41r. AA. 1111, . . VOW .1 ‘,/ii#) . , ,'? r .. \ _ . •- r *: a - t ai t Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Battening Notes: Extra battening in staggered pattern Filename: IMG_0158 Filename: IMG_0159 Filename: IMG_0160 Picture taken on 2005:01:05 at 14:28:39 Picture taken on 2005:01:05 at 14:29:19 Picture taken on 2005:01:05 at 14:44:06 rte w CAA ilidlior p P 6'14 -.,. . , , . _ • . : ._ ik a , Atli -. + a F .: o- .. Location: Building R1 Location: Building R1 Location: Building R1 Notes: Battening Notes: Riser pipe penetration Notes: Vacuum box testing Filename: IMG_0161 Filename: IMG_0163 Filename: IMG0165 Picture taken on 2005:01:05 at 14:52:22 Picture taken on 2005:01:05 at 15:32:15 Picture taken on 2005:01:05 at 15:38:11 r 'rte_, ..�... ^ Y, ... a_ ..- i _ r k ,� ; y ti ' _ _ •,q., - yam ' . � _. ±', :,, — ti },.4 V Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Notes: Vacuum box testing Filename: IMG_0168 Filename: IMG0171 Filename: IMG_0172 Picture taken on 2005:01:05 at 16:13:54 Picture taken on 2005:01:05 at 16:44:27 Picture taken on 2005:01:06 at 08:30:37 ''.1,..,..‘.• . C- = ' ' • .. _ '- • :- ,• .... odifor . ir -4- .� . .411116.'01110 .^.. EEE , • Location: Building R1 Location: Building R1 Location: Building R1 Notes: Placing banding Notes: Notes: Cleanout penetration Filename: IMG_0174 Filename: IMG_0176 Filename: IMG 0177 Picture taken on 2005:01:06 at 08:31:03 Picture taken on 2005:01:06 at 08:31:19 Picture taken on 2005:01:06 at 08:33:08 -. a.. t. w i t mo . , ..._ •A" . ;44' -..- �j� •~ . ... ..ate.. _.- • r . mil . — - �:�. . Location: Building R1 Location: Building R1 Location: Building R1 Notes: Banding pipe penetrations Notes: Notes: Smoke testing Filename: IMG_0180 Filename: IMG_0181 Filename: IMG_0185 Picture taken on 2005:01:06 at 08:36:12 Picture taken on 2005:01:06 at 08:44:56 Picture taken on 2005:01:06 at 09:11:58 • V.4. > . ► :r► / ., y r , yr t s .; t tea! • -:, • W+1'1 I � . . ' • } . � $ . w 16,24,..' ••.:7,:!,;.•',.., ; .. i , . . ` •, � - y l `� �c i rk r ; • 1 4 . .111 � C • • - • + • •• '!R' j • IIIII .. - , t.‘ .1.• . �,(^i . i. v j. 1st r • i y v s • • i ^� ' Location: Building R1 Location: Building R1 Location: Building R1 Notes: Notes: Smoke test leak location Notes: Filename: IMG_0187 Filename: IMG_0188 Filename: IMG_0189 Picture taken on 2005:01:06 at 09:38:15 Picture taken on 2005:01:06 at 09:38:29 Picture taken on 2005:01:06 at 09:38:44 • • Irk. .:. ,. • —.. , 7 i. t :r ' ' . - j .-•1- w _ et alii). - ..� ~. , " v .; .rev ± ''...., � "`" • i ' 4 ' 4 ,iff. y - ..:* '", ,' .1■4«tei::: 1 ,... 4 ,0,. . . , . ,.,.. .., .... ...„t: .-:.• ,-...,, lic.:::: ..,14,.7,-..v..,,,:. : 4 k e*. 1.1'44 +... Location: Building R1 Location: Building R1 Location: Building R1 Notes: Smoke test leak location Notes: Riser pipe fitting Notes: Cover soil placement Filename: IMG 0190 Filename: IMG 0195 Filename: IMG 0196 Picture taken on 2005:01:06 at 09:39:03 Picture taken on 2005:01:06 at 10:10:04 Picture taken on 2005:01:06 at 13:49:22 , . ._...- - .-- - • . - .•;.-.. 0., '444i. . !+ 't' 4! ! i': �► . e ra '� <�. iii Mt am or i . . ,,. ai tt mot 1a.. .'"' ' !' +e•Pr ttu 1 111 U■1 w ill or �' war 4 `� _ ..._: j ,�, •ey'." 1R' '�1 "� - _ .. .,..,fir I• , ik .. w T^�sr. " N ' _' � ~ l4 .. . ,, le . ..... Location: Building R1 Location: Building R1 Location: Building R1 Notes: Cover soil Notes: Notes: Cover soil placement Filename: IMG_0197 Filename: IMG_0198 Filename: IMG_0200 Picture taken on 2005:01:06 at 13:49:35 Picture taken on 2005:01:06 at 13:49:41 Picture taken on 2005:01:06 at 13:54:53 DAILY SUMMARY REPORT No. _ 01 -03 -05 TC LAST PRINTED ON 1/4/2005 7:51 PM CITY OF TUALATIN BRIDGEPORT VILLAGE RECEIVED DAILY SUMMARY REPORT No. JAN j 9 - • Monday, January 3, 2005 BUILDING RT $ OWNER: OPUS MENT 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 - - 05 CONSTRUCTION ACTIVITY Building R1 • Continued placing and grading 2 inches of sand cushion. • Completed tape and neoprene gasket perimeter on concrete for battening attachments. • Pumped out of water flooded in the deep footing. • Cut off PVC stubs in preparation for lining. Building R2 • Finished battening the western 1/3 section of R2, repairs and vacuum testing. • Completed smoke test. • Completed placing and grading sand over the completed sections for concrete placement tomorrow. FIELD OBSERVATIONS AND TESTING • Arrived onsite this morning at 7 am at the request of OPUS. Cold temperatures overnight and previous rain accumulation on the liner in west section of R2 left the liner with large pockets of ice and puddles. • ACF left a little early, as the RI cushion sand was not completed so they could not place the gas drains or liner today. The sanding contractor was concentrating his efforts to complete sand placement within the R2 footprint before concrete placement tomorrow morning at 7:30 am. Building R1 • Sporadic clods of frozen sand and the occasional oversize rock (removed as observed) were noted in the deployment of the sand cushion layer. Sand deployed with belt truck and boom. • Concrete footings dried and cleaned with wire brush prior to the application of the perimeter tape and neoprene. One area near the southwest corner along the south footing required some sikaflex sealant to bridge a relatively large defect in the concrete finishing. DUDEK &ASSOCIATES PAGE 1 OF 3 PROJECT No. 3854 -03 DAILY SUMMARY REPORT No. 01 -03 -05 TC LAST PRINTED ON 1/4/2005 7:51 PM • Missing collector stub out at D6. Will have to construct terminations with penetration boots over top of the current footing. Cl and B1 7 gas collector terminations/stub outs placed other than specified on plans. These locations were noted on the as built, recorded by GeoDesign. Building R2 • Cold weather welding precautions were observed by ACF. That is preheating and drying the geomembrane to ensure a frost free and dry welding surface for the extrudate to properly adhere. • Trial welds performed for the extrusion gun passed specification requirements. The tested peel coupons exhibited AD -BRK failure modes and the shears exhibited BRK/SE1 failure modes. • Geomembrane repairs and vacuum box testing completed in the western 1/3 section and 2 eastern sections (Fire Control Room and Electrical Room). Steel bands, specialized sealing tape and sikaflex were placed around the boots. • Smoke test performed in the completed 1/3 western section. One area along the south footing toward the west leaked along the battening. Additional nails were added along the battening to secure the leak. There was still some ice and water on the liner while the smoke test was being performed. Sufficient pressures were induced to detect leaks in this area. Smoke test also performed for completed liner in the eastern section footprint for the Electrical Room and the Fire Control Room. Multiple leaks were detected in the Fire Control Room. One along the battening in the SE corner of the small protruding slab east of the water line penetration: sikalflex and additional nails were used to seal the leak. Some leaking occurred through the ground wire that was located around the water line: sikaflex sealed the leak. Two more leaks were found emanating around the floor drain and plumbing on the small protruding slab east of the water line penetration: sikaflex was added to seal these areas as well. • The sanding contractor was not aware of the recently added protruding slab east of the water line penetration and did not have any sand placed around the edge of the concrete before the battening was secured. The liner was lifted and sand added around the corners of the slab and the east edge as best as could be reached. As was observed from above the liner the additional sand seemed to fix the geomembrane bridging. The remaining portions appeared fine after inspection. • One concrete nail was missed along the south wall approximately 25 ft west of the SE corner of the completed western section. ACF had already left for the day before this was noticed. This section did pass the previously noted smoke test. • Completed the sand placement with the belt truck and boom in the west section of R2 as well as the two smaller additional slabs. Final grade checked after dressing completed. Concrete will be poured tomorrow. Only approved equipment operated over the liner surface using the DEQ prescribed methods. MATERIALS DELIVERED • None NON — CONFORMANCE AND CORRECTIVE ACTION • None ADDITIONAL ACTION ITEMS AND CORRESPONDENCE • None DUDEK &ASSOCIATES PAGE 2 OF 3 PROJECT No. 3854 -03 DAILY SUMMARY REPORT No. _ 01 -03 -05 TC LAST PRINTED ON 1/4/2005 7:51 PM CROSS REFERENCING DOCUMENTS Incoming • None Outgoing • None ATTACHMENTS • None END OF DAILY SUMMARY REPORT p (ANt A. l/ 510 S DUDEK &ASSOCIATES PAGE 3 OF 3 PROJECT No. 3854-03 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 — RI Address: 7331 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 1. Occupancy Type A2 Use Assembly (Restaumt) Capacity 520 2. Construction Type 213 Year Built 2004 3. Area (Sq. Ft.) Total 7800 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, 3 /3" stucco 2 hr rated at north wall b. 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 h. Opening Protection None 1 Ia. Area Sep. Wall Construction No. None b. 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 I5a. Shafts No. None Type h. Opening Protection None l � Building Survey Report FMZ: (to be filled out by TVF &R) Page 2 of 2 Name of Facility : BRIDGEPORT VILLAGE — BUILDING "R1" 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: Altemate Materials or Methods or Appeals TVF &R Use Only Inspected By: Date No. Attachments Reviewed By: Date Updated BUILDING SURVEY REPORT OFFICE COPY Fire Marshal's Division Offices C 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: 1Jim Sheppard for Opus Northwest L.L.C. Phone: 503 - 670 -7301 I Fax: 503- 670 -7131 Architect / Engineer of Record: (Opus Architects & Engineers Inc. Phone: 952 - 656 - 4444 1 Fax:1 952- 656 -4529 General Building Information Project Name: Bridgeport Village - Building "R1" Project Address: 7331 SW Bridgeport Road City: Tigard 1 County:FWashington Zip:197224 Construction Type(s): (Type 11 One -hour or Type 111 One -hour Total Bldg Area: 7,9711sgft Total Fire Area: 1 7,971 sqft Bldg Fire Flow: 1286 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: IType M, A - - Retail & Restaurant A. Single Occupancy Hazard (If using Item A, DO NOT use Item B) Al Building Fire Flow 1 1286 GPM A2 Occupancy Factor 1 A3 Required Fire Flow 1286 GPM 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) BI 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 / 7,971 SF x 100 = 0 Ordinary Hazard Grp 1 0 SF / 7,971 SF x 100 = 0 % Ordinary Hazard Grp 2 0 SF / 7,971 SF x 100 = 0 Extra Hazard Grp 1 0 SF / 7,971 SF x 100 = 0 % Extra Hazard Grp 2 0 SF / 7,971 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 1286 GPM = 0 GPM Ordinary Hazard Grp 1 1.2 x 0 % x 1286 GPM = 0 GPM Ordinary Hazard Grp 2 1.3 x 0 % x 1286 GPM = 0 GPM Extra Hazard Grp 1 1.4 x 0 % x 1286 GPM = 0 GPM Extra Hazard Grp 2 1.5 x 0 % x 1286 GPM = 0 GPM B3 Required Fire Flow 0 GPM C. Calculate the Minimum Number of Fire Hydrants Required Required Fire Flow 1500 GPM / 1500 = 1 2 INo. of Hydrants Required (Min. of 2) D. Reduction of Fire Flow - Reductions are based on the following: 01 - 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 1286 GPM x 0.25 = I 1500 GPM (Max. 3000 - Min. 1500 gpm) I CITY OF TUALATIN -.6-- SHELL PACKAGE - Plan Review 18880 SW Martinam Avenue, Tualatin, OR 97062 -7092 PHONE: (503) 692 -2000 FAX: (503) 692 -5421 Project: OPUS Northwest ((�� Item BRIDGEPORT VILLAGE O VV\ Target (� Building • R -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 Budding Official the issuance of a building permit for the Shell portion of the project subject to the following: 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. 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 ASSEMBUES: 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 •enetrations 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 Puma . 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 . ... ..:.- . i S' ;� . '�. �1.^ - allan . `'"q'V'� 5$ � rN {.s+ r. M.,. Y .•. f? H _ _ . . _: '., .�;. 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 Tamp 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. 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 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 mcocharo(alci.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 ELECTRICAL' <_ - 1. The Electrical has not been reviewed by the City of Tualatin. Electrical Permits, Plan Reviews, and Field Inspections will be preformed and conducted b Washin• on Cou Buildin• De•artment— Electrical Division. Submit •tans to the coun for review and a• •royals. 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 C Buildin, Division. 3. A Fire /Life Safe review will be re • uired b the C' of Tualatin on the Fire Alarm S tem 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. to SWITCHBOARDS & PANELBOARDS: ...r., 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 stora.e. UFC 8509.1 2. Panels or Switchboards Shall not to be 'laced or located within a Fire Rated Wall Assemb . To be Surface mounted on . 3. Electrical Boxes for Outlets and Switches •laced in a Fire Rated Ass' shall be • rovided with UL Listed P 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 o • eratin • face of the switchboards or • anel board to an aisle or corridor. UFC 8509.3 5. Labelin • : Ade. uate Li • htin • b natural or artificial means shall be • rovided. Artificial shall be in accordance with Article 90, Standard i.11. 6. All Exterior Doors and Access • oints shall be illuminated durin • 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. E E CERTI PLANS WAY - If ou have an •uestions or comments 'lease feel free to contact me at 503 - 691 - 3046 or "wade ••ci.tualatin.or.us. 1��1„// �n ■ Je D. Wade, Plans Examiner/BId ! . I •'or, 09130/04 4537PE 4084SI 5 of 5 TRI- COUNTY SERVICE CENTER Mechanical Permit Application OFFICE USE ONLY � %' Date receivecQ.a .- % '0 Permit no.: 0 ¥'/ I Jurisdiction: City of Tualatin gr J Address: 18880 SW Martinazzi Ave Tualatin, OR 97062 Project/appl. no.: Expire date: Phone: (503) 691 -3044 Fax: (503) 692 -5421 Date issued: By: Receipt no.: Clackamas Internet address: www.ci.tualatin.or.us Multnomah Case file no.: Payment type: 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/industTa 0 Multi- family O Tenant improvement *New construction ❑ Adsition/aIteration/replacement Other: .JOB SI I\FOR11. IIO\ COMMERCIAL VALUATION SCHEDULE Job address: ?33! SW alp apier ROAD Indicate equipment quantities in boxes below. Indicate the dollar Bldg. no.: R1 Suite no.: value of all mechanical materials, equipment, labor, overhead, Tax map /tax lot/account no.: profit. Value $ . Lot: lock: I Subdivision: 5 i eThe VatilMe`See checklist for important application information and Project name: RgtsLf3) v. 1 -I 6e - *RI " jurisdiction's fee schedule for residential permit fee. City/county: TuAlhr /WASH I ZIP: 97224 1 & 2 FAMILY' DWELLING PERMIT FEE SCHEDULE Description and location ()Mork on premises: CONSTWC.TrOst., AND COMMERICAL /INDUSTRIAL EQ IIPMENT SCHEDULE OF NEW SttIGL Bu1.DFN 6 t ' R i i• Fee (ea.) Total Est. date of completion/inspection: 2 - ZS -06' Description Qty. Res. only Res. onl■ Tenant improvement or change of use: HVAC: Is existing space heated or conditioned? 0 Yes ❑ No Air handling unit CFM Air conditioning (site plan required) Is existing space insulated? ❑Yes ❑ No Alteration of existing HVAC system MECHANICAL CONTRACTOR Boiler /compressors Business name: /�►riieR�Ali ti g��/Ja z/VG, State boiler permit no.: / HP Tons BTU/H Address: ( 339 Sg 6 zpe00 5 wBT Fire /smoke dampers/duct smoke detectors City: bbRrLAVD I State:O jZ I ZIP: ?1oz-241g Heat pump (site plan required) Phone:s03 -7.37 - 44 00 I Fax:2 - 7038 1E-mail: InstalUreplace furnace/burner BTU/H 3 .3/.�� Including ductwork/vent liner ❑ Yes 0 No CCB no.: InstalUreplace /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: 3 83.4P 5t1 EA Chillers HP Address: 1331 5E G2 op 5rg,e T Compressors HP Environmental exhaust and ventilation: .A4 City: P%Rr O I State:OK ZIP: cf ?202 - 2i (b Appliance vent Phone- 4600 Fax: 239 -703 E -mail: Dryer exhaust Hoods, Type U lUres. kitchen/hazmat hood fire suppression system Name: CPU /VW ! L.L. C. Exhaust fan with single duct (bath fans) Mailing address: /000 ,510 13h39/4aWA9 r sor.rgi /130 Exhaust system apart from heating or AC City: PO rI.s9pp 'State: 0k I ZIP:Mq$r Fuel piping and distribution (up to 4 outlets) Type: LPG NG Oil Phone: 03.9 ( : 43 Fax 7/6. a?e F- mail: Fuel piping each additional over 4 outlets ENGINEER Process piping (schematic required) Name: d}�V5 f1 g.iF�'Tacrs { F,.NG Other Number of Other listed d appliance or equipment: Address: /o35 8 Ri',v ROA-0 WEST Decorative fireplace City: J VMCj - NM 1 State: fll,V I ZIP: 55343 Insert - type Woodstove /pellet stove Phone:' - . + ,,,t Fax: Cl ,..Z' E -mail: Other: Applicant's signature: i AL ' ,,z fr` Date: - .27-co f Other: Name (print): 3344 S i/er*V -120 - Not all jurisdictions accept credit cards, please call jurisdiction for more information. Permit fee $ Notice: This permit application Issuance fee $ ❑ Visa [1 MasterCard expires if a permit is not obtained %) card number: / / Plan review (at /o) $ 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) GroupWise WebAccess Message Item Page 1 of 1 Mail Message Novell. Close Next Forward Reply to Sender Reply All Move Delete Read Later Properties From: " Sommerfeld, Rick" <Rick.Sommerfeld @opusnw.com> To: JOHN STELZENMUELLER CC: DAYNA JOHNSON, WILL HARPER, DOUG RUX, JERRY WADE, jamesb @Opuscorp.com, Jim.Sheppard @opusnw.com, Matt.Easley @opusnw.com, jtuck @citualatin.or.us, " mmcillip@ ci. tualatin. or. us" .GWIA.TUAL_DO @ci.tualatin.or.us Date: Monday - November 29, 2004 2:17 PM Subject: FW: Grease Interceptors Agreement Mime.822 (12416 bytes) [View] [save Asl First off, let me start with an apology to you John for irritating you in my efforts to expedite the permit process. Further I realize that this is not the only project that the city of Tualatin is involved in nor am I expecting any preferential treatment. Opus and Cascade are remiss in only getting the plumbing drawings into the city on 11/19/04 at 3:30pm. The plumbing drawing is for shell only; not a tenant improvement and are stamped by a plumbing engineer. The R2 architectural drawings were issued to the city of Tualatin in September. The project continues to move ahead at a brisk pace and I appreciate all of the help and support of the City of Tualatin team. Thank you. Rick Sommerfeld Superintendent Opus NW From: Radler, Barbara W. [mailto:BRadler @balljanik.com] Sent: Monday, November 29, 2004 11:01 AM To: Koerner, Jeb; Gordon, John; Nichols, Mike Subject: Grease Interceptors Agreement — Good morning! The Grease Interceptors Maintenance Agreement was signed by Bridgeport Village, L.L.C. and by the City of Tualatin. Then it was recorded last Wednesday (11/24/04) under document number 2004 - 134945. If the City of Tualatin has any questions, perhaps they could speak directly with Brenda Braden (the City attorney) who approved the document and arranged for it to be signed as accepted by the City. Well have a copy of the recorded document in a few days. http: / /mail .ci.tual ati n. or. us /servlet/webacc ?action =Item .Read &User. context = oxpkSgi shm... 11/29/2004 GroupWise WebAccess Message Item Page 1 of 1 Mail Message Novell. Close Next Forward Reply to Sender Reply All Wove Delete Read Later Properties From: DAYNA JOHNSON To: JOHN STELZENMUELLER, JASON TUCK, JERRY WADE CC: WILL HARPER Date: Thursday - December 2, 2004 3:07 PM Subject: Re: BP Village R1 -R2 I have signed off in HTE for R1 & R2. Dayna »> WILL HARPER 12/02/04 02:34PM »> I authorize release of the BP Village R1 and R2 Buildings. The plans comply with AR-03 -09/15 conditions and the DEQ has approved the methane system. for the two buildings. Will Harper 12 -2 -04 http: / /mail .ci.tualatin. or.us/servletlwebacc? action = Item. Read&User.context=jxhsTfnnofB... 12/2/2004 JERRY WADE - BPVillage R1 & R2 Page 1 1 From: WILL HARPER To: DAYNA JOHNSON; JASON TUCK; JERRY WADE; JOHN STELZENMUELLER Date: 11/30/04 4:13PM Subject: BPVillage R1 & R2 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 Washington County, 2004- 134945 0 Aiie4 11124!2004 11:42:15 5 AM AM OOPS Cnta1 stn =21 Re CORDSt $20.00 16.00 $11.00 w • To • $37.D0 Aso — 1111 fill lin After Recording. Return (0: 11111 111011 006890492004M 349450040045 City of Tualatin Jerry Hinson, D1nctorof Assume nt and Taxklon 44" 51, end Ee- ORlelo County Clerk for Wu ••1� a writing vise received red an d recorded to the booty hln eon County, hw Oregon, do hereby certify that the wtthEn Vnstrument e< - ' Attn: Brenda L. Braden, Esq. r of 18880 SW Martinazzi nKa�l of and county , R F ,,. ;, Jerry hnaan, Dkector eaea emen1 M and and Tucadon, Tualatin, OR 97062 *Omd County Clot* GREASE INTERCEPTORS MAINTENANCE AGREEMENT DATED: Novala- 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. Agreements: 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 worlananlike manner. 1 :: ODMA IE'CAOCSVORTLAND''46599013 11E1111111111 111E11111 2004- 134946 2. Indemnity. 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 ::0DMAIPCDOCS\'0RTLAND\46599013 k r k 1!111111111 II l 11111 111111 2004- 134944 DECLARANT: BRIDGEPORT VILLAGE, L.L.C., a Delaware limited liability company By: Opus Northwest, L.L.C., its manager A By: , L,.....e. Its: .c-E. 4 . t 7 • Eiv.4E9- t. i-,.. -„ c.nE'f— STATE OF OREGON ) J , / ss. _ City of �'6 ) The foregoing ' ent was acknowledged before me this 23r) day of ✓ it) dVeAtibe , 2004, by 0 h h tgtr -k (I , who is the Via PrrStdavll — of OPUS NORTHWEST, L.L.C., a Delaware limited liability company, on behalf of the limited liability company. S Notary Publi m and for t i Stat of gon My Commission Expires: 5 4 17; Accepted by City of Tualatin /,�` �,d��� �� u+. OFFICIAL SEAL By �� WL�GGCIw , 4 E RIN L JORDAN Its: e ��'''� ^ NOTAR'.' PUBLIC-OREGON No. aai .�ow/a ��r:� COMM∎SSION NO 368819 MY COMMISSION EXPIRES MAY 19, 2007 3 ::ODMATCDOCS\PORTLAND1465990\3 II1IlIIlIIIII l 1 111 I 1 I11 2004-1341)46 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 Comer 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°08'2T'W, 64.91 feet) a distance of 65.00 feet to a point of non - tangency, thence S10 °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 1 3°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, 5L41 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 14 Comer of said Section 13; thence along said line, N88 °50'31 "W, 993.71 feet to the Point of Beginning. 1 ::0DMA\PCDOCSIPORTLAND146599013 CITY OF TUALATIN SHELL PACKAGE - Plan Review 18880 SW Martinaai Avenue, Tualatin, OR 97062 -7092 PHONE: (503) 692 -2000 FAX: (503) 692 -5421 Project: OPUS Northwest Item BRIDGEPORT VILLAGE Target # Buildings R -1 & R -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 Pump. 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 together. 2 of 5 EXITING & EVACUATION — NON STRUCTURAL: 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 Toad 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. 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 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 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 mcocharo(a�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 ELECTRICAL Comments: 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. "FATE CERTIFIED PLANS EXAMIN 1 gn.S1 PE If you have any questions or comments please feel free to contact me at 503 - 691 -3046 or jwade@ci.tualatin.or.us. Jerry D. Wade, Plans Examiner /Bldg. Insp'or, 09/30/04 4537PE 4084SI 5 of 5 - - d7-7 Of f IC Envelope Compliance Test Results Bridgeport Villlage_ _Bldg_R1, Project Summary Information Project Name Bridgeport Villlage - _BIdg_R1 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) 7466 Gross Wall Area (ft2) 11339 Window Area (ft2) 1439 Window Wall Ratio 0.13 Gross Roof Area (ft2) 7466 Skylight Area (ft2) 0 Skylight Roof Ratio 0 Gross Door Area (ft2) 432 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 _ 1 0.22 1 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 • - 11.. - Envelope Compliance Test Results Bridgeport_Villlage_ = BIdg_R1, Project Component Descriptions Fenestration Description* User Name Opening Type 1 Class Frame Type Glazing Window Fixed Aluminum without Thermal Break Glass_Door Glass Door Swinging Aluminum without Thermal Break Exterior Door 1 Opaque Door Swinging Ln.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 D escription Description R value User Defined * Wall Metal Framing 2x6 16" o.c. R -19 7.1 Gyp sum plaster, lightweight aggregate 0.625" 0.39 - * Documentation supporting User Defined input values shall be provided with this Output Report. Roof Description Description 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) Space 1 Baseline __ Proposed Baseline Proposed First Floor 158 140 115 107 Total _ 158 140 115 107 Project Space(s) Descriptions First Floor Descriptions OSSC Occupancy M - Retail/Mercantile Occupancy /Use Markets Conditioned Floor Area (ft2) 7466 Gross Wall Area (ft2) 11339 Window Area (ft2) 1439 Window Wall Ratio 0.13 Gross Roof Area (ft2) 7466 Gross Skylight Area (ft2) 0 Skylight Roof Ratio _ 0.00 Gross Door Area (ft2) 432 Surfaces User Name Type ' Gross Area* Orientation Construction 1 Notes*" Floor_Siab Slab 444 n.a. Floor_Siab ' n.a. West Wall 1114 West Exterior_Wall n.a. North Wall 2656 North Exterior_Wall n.a. South Wall 2736 Southeast Exterior_Wall n.a. East Wall 4833 East Exterior_WaII n.a. Roof Roof 7466 n.a. Roof Total 19249 * 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. , nin!s User Name Type Area Orientation Fenestration Parent Surface Notes Windows Window 299 West Glazing West n.a. Glass_Door Glass 96 West Glass_Door West n.a. Door Exterior_Door Opaque 120 North Exterior_Door North n.a. Door Windows Window 1010 Southeast Glazing South n.a. CodeComp 09/28104 Page 2 . Envelope Compliance Test Results Bridgeport Villlage_ = BIdg_R1, Glass_Door Glass 192 Southeast Glass_Door South n.a. Door Windows Window 130 East Glazing East n.a. Exterior_Door Opaque 24 East Exterior_Door East n.a. Door Total 1871 Software Components Information Component Version !Date CodeComp.EXE 4.02 9/23/2003 eaDataStructureCodeComp.DLL 1.01 9/23/2003 eaCodeCom..DLL 1.01 j 9/23/2003 CodeComp 09/28/04 Page 3 NOV -29 -2004 MON 04:10 PM OPUS NW BRIDGEPORT FAX NO, 503 670 7131 P. 01/06 A A OPUS Opus Northwest LLC . Bridgeport Village 17001 SW 72 Ave Tigard, OR 97224 OR CC8 *105336 (503) 670 -7301 FACSIMILE TRANSMISSION (503) 670 -7131 TO: L!j 7 >ti „ A e')/L) % PLC -ee CO: t , FAX: S O zi ) ! Z RHONE: Sp 69 5 D o FROM: ( I Lk o M m e-R F iz.-CI DATE: 11 / ( D RE: J n� ��e 9 , PAGES: (including this cover s eet) The information contained in this facsimile message is privileged and confidential and is intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address. Thank you. ADDITIONAL INFORMATION: ectil • LA.) / 0- "? c: File -v /1-4 o h ti% �'TT' �� FN /tj Li r L H11‹ (OG HAkD k/va - 01 Z 1 J 1 ftwealvsv 11) , -1 )1 - rl 1 • y0 ri • NOV-29-2004 MON 04:10 PH OPUS NW BRIDGEPORT FAX NO. 503 670 7131 P. 02/06 OV - 24 -04 16.09 FROM :HALL JANIK LLP 10 PAGE 1/S BALL JANIK LLP A T T O R N E Y S Om MAIN PLACE 101 Soar MAuv Snxr. Sum 1100 POIM ND. 0MON 97204 -3219 ThE.1p11oME 5a3 -228 -2525 FAc$rMn,E 503-295-1058 TELIEcOIPY TRANSMLSSION FORM SEND To: Jeb Koerner DATE: 11/24/04 COMPANY: Opus Northwest, L.L.C. FROM: Barbara W. Radler TELECOM No: (503) 670 -7131 VERIFICATION No: (503) 207 -5860 OPERATOR: Debbie Baker NUMBER OF PAGES TRANSMITTED oNcuvNG oovm sirr CoMMI Nm Re: Grease Interceptors Maintenance Agreement fiL M OA j1 RC JG 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 8 II DE COMMENTS: THIS COMMUNICATION MAY c0NTAni INFORMATION CONFIDENTIALITY HAT IS PR AND/OR COMPIDSKIIAL IT 1S MENDED D ONLY FUR THE INDIVIDUAL. OR ENTITY NAMED ABOVE 1F YOU ARE NEITMER THE INTENDED RBCIFIEN T NOR AN AQENT OR FMFWYEU REVONSTBIZ FOR DELIVERING THE DOCUMENT TO THE INTENDED R$CI'IBNT, YOU MAY NOT READ, D1SSE MINATE. COPY OR DISTRIBUTE This INFORMATION. 1F YOU RGCaIvs TIi1S COMMUNICATION E FRROI, PLEASE NOTIFY VS IMMEDIATELY. pl C A CF C A T T TP TLJ1 TR a T3Ql,.irrr e r TC T i s T r n I tvr r ravrmro u A r e DT V • NOV - 29 -2004 MON 04:10 PM OPUS NW BRIDGEPORT FAX NO 503 670 7131 P. 03/06 NOV -24 -04 16:08 FROM BALL JANXK LLP IP 5039448118 PAGE 2/5 1 After, rding. R,_ etutn to: City of Tualatin Attn: Brenda L. Braden, Esq. 18880 SW Martinazzi Tualatin, OR 97062 Q,$EASE IN'f'1 RCEPTURS MAINT E, r;i NArIC AGREEM DATED: 1►ov a►+�kry 3 2004 BY: BRIDGEPORT VILLAGE, L.L.C., a Delaware limited liability company ( "Declarant ") FOR THE BENEFIT OF: CITY OF TUALATIN (the "City") Recip ls: 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 g',rease 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 COMMOI1 by the tenants in the Buildings. C. The City is willing to accept the use of the common interceptors serving more than one tenam if Declarant provides for the perpetual maintenance of the Interceptors, as set forth in this Agreement. Aare: 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. MaiiMatict. 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 worllilce manner. OFFICE OPY O MATCDOCSTORTLAND 465990'3 • NOV -29 -2004 MON 04 11 PM OPUS NW BRIDGEPORT FAX NO. 503 670 7131 P. 04/06 NOV -24 -04 16.10 FROM:HALL JANIR LLP ID ;603944F119 PACE 3/b 1 2 . indemliv. 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 . Duratiojt of Agrpetrient. This Agreement shall rum 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 - Migdgnegig. Whenever a transfer occurs in the ownership of the Property, the transferor than have no further liability for breach of covenant occurnnst 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 : :ODMA\PCDOCS\pORYLAND463990'3 • NOV -29 -2004 MON 04 11 PM OPUS NW BRIDGEPORT. • FAX NO. 503 670 7131 P. 05/06 NOV -24 -04 16b10 PROM =HALL JANIK LLP IDI6039440119 PAGE 4/5 DECLARANT: BRIDGEPORT VILLAGE. AGE. L.L.C._ a Delaware limited liability company By: Opus Northwest. L.L.C.. its manage; By Tv' --Lz, CG Its :L+ ice T { : s,, i • 01 STATE OF OREGON ) City of '4'i* -s-c" ) ss. r, The foregoing instrument was edged before me this .1 day of � acknowledged �►�_ 2004, by 1: h n C. r k 1 I , who is the 1/ iL1i (3"7+ct, :1:i OPU S NORTHWEST, L,L.C., a Delaware limited liability company, on behalf of the limited liability company. Notary Publiuin and for the State of Oregon My Commission Expires: / ' Accepted by City of Tualatin y C' L SEAL ERIK: SICIA. JORDAN Its= ` .� i - ; t::,;::,..P ' AT' •. a. MAY12.20117 3 nODMw X0\3 • NOV -29 -2004 MON 04 11 PM OPUS NW BRIDGEPORT FAX NO, 503 670 7131 P. 06/06 NOV 16.10 FROM:BALL JANIK LLP [D =6039448119 PACE S/S • Legal Description of Properri A portion of the Northeast 1 4 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 V4 of Section 13, Township 2 South, Range 1 West. Willamene Meridian, S88 "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. feet to the Northeast Cotner thereof, thence along the North lines of Lots 18 through 11, inclusive_ said Plat. S88 "E, 1132.60 feet to a point of non - tangent curvanue; thence leaving said lime. along the are 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 S6 P53'33"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 64.91 feet) a distance of 65.00 feet to a point of non- tangency thence S 10 21.07 feet to a point of curvature; thence along the are of a 27.00 foot radius curve concave to the Northwest, through a central angle of 48°10'20" (chord bears S13°061 $ "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, 03 (chord bears S38° 43'27"W, 19.75 feet) a distance of 39.76 feet t a point central �ge1 of tangency; thence S40 "W, 51.41 feet thence N49 'w, 7.00 feet; thence S40 "W, 15.00 feet: thence S4 7.00 feet; thence S40 °15'29"W, 23.70 feet the South line of the Northeast % Comer of said Section 13; thence along said line, N88 ° 50'31 "W, 993.71 feet to the Point of Beginning OFFICE COQ 1 ::ODMA\CDOCSTORTLAND465990\3 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 & Associates SSOULATES Sheet # • General Project Information Site Condition Project Name Bridgeport Village - Budding R -1 Weather j Clear, 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. j 40 Min.128 Sub - Contractor ACF West Site Conditions icy turning mudddy QA Monitor Karen Trachsel Project Schedule Meetings Date January 4, 2005 Purpose Original Comp. Date Revised Comp. Date I Construction Day Working Day's Remaining Attendees Contracted Working Days Revised No. of Working Days Construction Activities Activities Started/Completed (by Contractor)IACF West finish taping & prepping footing for HDPE. ACF West layout Akwadrain & subslab probe pipe. ACF west deploy panels 1 - 4 HDPE, wedge weld seams & batten attach. Extra Works, Potential Change Orders Materials Delivered to Site Akwadrain Permanent Materials Installed Contractor and Crew Size ACF West 5 men. Leahy 2 men Site Visitors 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 Es Comment Sheet #'s • Comment Inventory Log- COA Forrn 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 Test Results Daily Panel As- Built- COA Form 004. List Other. Trial Welds- COA Form 006. Destructive Field Sample- COA Form 007. • • Subgrade Surface- COA Form 006. 1 Completion Certification- COA Form 009. Dudek CQA Forms.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 Tensiometer Summary of Construction Activities Leahy finish sand prep. ACF west lay out Akwadrain & subslab probe pipe. AS -built generated for Akwadrain. ACF West deploy panels 1 - 4 HDPE and wedge weld all seams. ACF West batten attach most edges. Windy conditions. y - 05 rQt7BEK Representative Date � - Owner Representative Date Dudek CQA Forms.xls CQA Form 010 Daily Inspection Report CITY OF TUALATIN 1 J CERTIFICATE OF COMPLETION PROJECT NAME: Bridgeport Village Lifestyle Center PROPERTY ADDRESS: 7331 Bridgeport Road BUILDING PERMIT NUMBER: 04 -3447 — Building "R1" 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 // 411 APPROVED .. `�� ,, , J ATE 4/12/05 ore R. Stelzenmuller, : �L i G OFFICIAL OFFICE COPY NOT VALID UNLESS SIGNED BY BUILDING OFFICIAL RECEIVED APR 12 2005 copIrgeSii Call -in qZ INSPECTION NOTICE Date q f. Time 1 k . City of Tualatin Building Division S 18880 SW Martinazzi Avenue V Tualatin, Oregon 97062 e� Inspection Line: 503.691.3040 egLdtc. 5:4Q,ee Office: 503.691.3044 Type of Inspection / /V.L Date Requested 4 Time / Time A.M. Ski Address 73 3/ Sv /'lsE�i/LT /o Permit # 04- 3 5 7 Subdivision O) yp -r t/ c, Z./9.6 Lot # l e / S'cz L ( Builder Pa S ga The following Building Code deficiencies are required to be corrected: Presented to JJ S Approved Inspector .E f 100ADE ❑ Disapproved i Date £ - f . - O$ ❑ Approved w /Correction CALL FOR REINSPECTION 0 YES X NO STORM DRAIN & ROAD MAINTENANCE WORKSHEET ; Type of Construction: : New Structure ❑ Addition to Existing ❑ Remodel Change of Use: ❑ No ❑ Yes, from to Site Currently Served by City Services: ❑ No ❑ Yes Date: Customer ID No. Service Location ID No. Service Location: 733 - , 1 • Customer Name: �I L,c7 LAC ! Old Tax Map No. Lot No. New Tax Map No. ,2-S I ti/ /3 L , / 2 0 Lot No. Subdivision Name: 6Z,, v Lot No. Architectural Review No. 1 Building Permit No. D 9 9/4/ 7 Site Acreage: acres = square feet Planning District: SIC Code: ' I Area of Building: 7 / / 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. I Billing Area: Notes: 7y7 90 - - By: Date Entered: , E: \Word \Forms \SD &RM Worksheet Revised 11/00 WESTERN PARTITIONS, INC. February 11, 2005 OPUS Northwest, L.L.C. WPI LTR #024 — Via Email Attn.: Mr. John Hendry 17001 SW 72 Ave. Tigard, OR 97224 Re: Bridgeport Village Certification of Wall Sheathing & Lath Building R1 Dear Mr. Hendry: As requested, Western Partitions is writing to certify that we have installed the sheathing at RI per the attached UL Assembly U-411. The lathing has been installed per the Northwest Wall & Ceiling Plaster Guideline. If we can be of further service, please call. Sincerely, Western Partitions, Inc. giace Tim Grace Project Manager Encl. (1) UL U -411 OflICE COPY CI ►Y Fi O G�iD ; iN 190 OR 0 "Q5 3311 1 titi�lNG & Q EfSG1N BUILDING DEPARTMENT CORPORATE OFFICE 8300 SW HUNZIKER ROAD, TIGARD OR 97223 • PHONE: 503 - 620 -1600 • FAX: 503 - 624 -5781 CONTRACTOR LICENSES: OREGON: 60330 • WASHINGTON: WESTEPI172P6 7 Design No. U411 Nonbearing Watt Rating -2 HR. �., ;. r a a sc %awA.�r' err asc :qu:c_.re�s la..,,W -- ADO ` ItitG Tv� r• u:.. r:�r�ne: ra r..fd •7x_ wrc+? ar r=1110 �+c • - . .., ° - 'xia.:7i ••i i '."= '4!�"r':7C":i' ` , � ..2 S+ . �iv+ - �:e ' i; i �:.e'•.X} IR..' 71^.:9f.I1L•.. .177:3�"".��. °[N�'?CT%1�.IF:.1r !�C - -a.__ 0 O 1. Floor and Ceiling Runner —(Not Shown) -25 MSG (min) gals steel 1 in. high, return legs 2 -1/2 in. wide (min), attached to floor and ceiling with fasteners 24 in. OC. 2. Steel Studs -2.1/2 in. wide (min), 1 -1/4 in. legs, 3/8 in. return, formed of 25 MSG (min) gals steel max stud spacing 24 in. OC. Studs to be cut 3/4 in. less than assembly height. 3. Batts and Blankets•— (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. Fasten each batt to wallboard base layer with a min 9/16 in. long staple. Use five staples for each 4 ft piece. Drive one staple in the center of each piece and a staple at each corner, approx 3 in. from edges. See Batts and Blankets (BZJZ) category for names of manufacturers. 4. Wallboard, Gypsum•—S /8 in. thick, outer layer paper or vinyl surfaced. (Laminated System) Wallboard applied vertically in two layers. Inner layer attached to studs with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges, and 12 in. OC in the field and outer layer laminated to inner layer with joint compound, applied with a notched FIRE RESISTANCE RATINGS - ANSI /UL263 (BXUV)— Continued spreader producing continuous beads of compound about 3/8 in. in diameter, spaced not greater than 2 in. OC. Joints of laminated outer layer offset 12 in. from inner layer joints Outer layer wallboard attached to floor and ceiling runner track with 1 -5/8 in. long Type S steel screws spaced 12 in. OC. Optional, (Direct Attached System), Inner Layer attached to studs with 1 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical edges. Outer layer attached to the studs over the inner layer with 1 -5/8 in. long Type S steel screws spaced 16 in. OC in the field and along the vertical edges and 12 in. OC to the floor and ceiling runners. Joints • of screw - attached outer layer offset from inner layer joints. Joints of outer layer may be taped or untaped. • Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. American Gypsum Co. —Type AG -C or AGX -11. Boral Gypsum Inc. —Type BG -C, 000G3, DDG2 or DON1. Canadian Gypsum Company —Type AR, C, FCV, IP -X1, 1P-X2, SCX, SHX, WRC, WRX or WSX. Celotex Corp. —Type 1 or FRP. Continental Gypsum Company —Types CG -3, CG -C, (G3 -3, CG5 -5, , CG9 -9, C. _� G -P -P Gypsum Corp.—Types 5. 9, C, DGG, GPFS6. p�j �.�r�1J`� James Hardie Gypsum Inc. —Types Fire X, Max "C ". Lafarge Gypsum, A Div. of Lafarge Corp. —Types LGFC3, LGFC6, LGFC -C. National Gypsum Co., Charlotte, NC —Type FSW or FSW -G. 331 National Gypsum Co., Riyadh, Saudi Arabia —Type FR or WR. Pabco Gypsum —Type C, PG -3, PG -5, PG -9 or PG -C. ; Yti a3 1 110 • Republic Gypsum Co. —Type RG -C. Standard Gypsum Corp. —Type SGC, SG -C or SGC -G. Temple- Inland Forest Products Corp. —Types T, TG -C, VPB -Type T. • United States Gypsum Co. - -Type AR, C, FCV, IP -X1, IP -X2, SCX, SHX, WRC, WRX or WSX. Westroc Inc. —Type Westroc Fireboard. Yeso Panamericano SA de CV —Type AR, C, FCV, IP -X1, IP -X2, SCX, SHX, WRC, WRX or WSX. 4A. Wallboard, Gypsum' —(As an alternate to Item 4) —Nom 3/4 in. thick, installed as described in Item 4 with 1 -1/4 in. long Type S screws for • inner lay and 1 in. tong Type 5 screws AR for outer layer. Canana dian n Gypsum Comp Tppeee R o United States tes Gypsum Co.—Type AR. . Yeso Panamericano SA de CV —Type AR. •Bearing the UL Classification Marking c ITTY i U� ;IN f� ECEIV O mAR 0 3 2005 ENGINEEnlNG & BUILDING DEPARTMENT/. 24-16 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 lett 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 (BR 1 / Date I l j c I DC` 7 Vr�CAC�1s 1 Property address 2'2J Sim ►3rrkg[lat 1 1 2A• L. 241., I Accepted by approving authorities ( names) CITY /u444h7d,(J L -rtiC ✓C D oT, Address ' ae$gO 5.(,U. MAR.TiKJAZZf Ai .) T4 or Plans Installation conforms to accepted plans ® Yes IT No Equipment used is approved ® Yes n No If no, state deviations Has person in charge of fire equipment been instructed as to location of 71 Yes ® No control valves and care and maintenance of this new equipment? If no, explain 9?-T 15 /..[Y7 ?L1 FNt.sttarr, LL UND1. 'J2 COk1ST,G71o1.J Instructions Have copies of appropriate instructions and care and maintenance ❑ Yes [1 No charts been lett on premises? If no, explain 5's A Location Supplies buildings R -i » • Pipe types and cTass Tyke iolnt • Ju , /"&" g� �IS!Z��D%c. DI, CL. 52 RisH- 0,Q SPrw - r 4+ Pipe conforms to Fittings ,AUJWA C!S! standard ® Yes I No Underground conforms to standard © Yes ❑ No If no, explain tA/A p pas and joints c 110 Joints needed anchorage clamped, strapped, or blocked in ®. Yes I No accordance with Alia/A C64 standard If no, explain — FuL.y ^iaSTP- 4.rulib i'STuc -. 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 mm/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 and rground piping flushed according to 1. Yes ❑ No NFPA 2 0,IO.Z.1 standard by (company) KEN I-L'A MY Go►JYT2uv60.—) Zrsrc If no, explain go 2010.10.Z.1 06T • How flushing flow was obtained Through what type opening Flushing Public water I1 Tank or reservoir ❑Fire pump ❑Hydrant butt ❑ Open pipe tests Lead -ins flushed according to 14FPAZyj0•IO.2• t standard by (company) Yes n No If no, explain & 20 10.10.2. \ KL'A.I Lwi, C,or l5 rRucm . ) 1 E CO PY How flushing flow was obtained Through what type opening0F ® Public water U Tank or reservoir ❑ Fire pump ❑ Y connection to flange NI Open pipe and spigot (NFPA 24, 1 of 2) FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for Underground Piping. CITY OF 1 UALATIN RECE1VFD 2002 Edition F E B 0 7 ZOOS ENGINEEFd1'JG & BUILDING DEPARTMENT ■ ABOVEGROUND PIPE AND FITTINGS 24-17 i Hydrostatic All new underground piping hydrostatically tested at Joints covered test aOO psi for a hours © Yes U No Total amount of leakage measured Leakage —— gallons hours test Allowable leakage gallons hours Number installed Type and make All operate satisfactorily Hydrants ❑ Yes P1 No Water control valves left wide open ❑ Yes CS No Control If no, state reason Sys-rem 514 UT DOW IV 5ritor.JKLAta. valves IZt sra"R �►.�t:"lhr�A71olJ Z'Jtrct� Bvaaot 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 �'+ L ^1J L tp1FY Ce#3 720c , 1C• Signatures Tests witnessed by For pro :° `� •ed) Tale Date . r. For instal ng contr: I or ( Title,. (� Date 1 l e fiNyr►A/1 1 .� 17 O 5. Additional explanation and notes OFFICE PY (NFPA 24, 2 of 2) FIGURE 10.10.1 Continued CITY OF jUqLgT{N RECEIVED F EB 0 7 2005 ENGINEERING & BUILDING DEPARTMENT 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, RQ,R2 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: Anal 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, OFFICE COPY Larry D. erson, AIA CITY OF TUALATIN RECEIVED Registration Number: 3059 JAN 1 0 2005 Cc. Mr. Lipschultz BUILDING DIVISION State of Oregon, Board of Registration 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 6 Associates Sheet # 1 44ASSUCIATE5 Project Name Bridgeport Village Material Desc. Subgrade Project No. Opus- 14 -04 -02 General Desc. Subgrade f Operations r LCRS Owner /Contr. Opus Northwest CELL No. Building R -1 QA Monitor Karen Trachsel Date 1/5/2005 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. 1 hereby certify that the above surface area is suitable for the installation of geosynthetics, and shall be responsible for its integrity and suitability in accordance with the specifications from this date to the completion of the installation. CQA Monitor Name: Karen Trachsel Date: 1 /5/2005 The: CQA Monitor Representing: GeoDesign, Inc. Signature: /4-1-6.42- Aki l7k(7r-' , -r,�s, . .,. _ t: r , r Instaile .Ftep>tes atj. , Name: Glen Karlsen Date: 1/5/2005 ^ Title: Supervisor Representing: ACF West _ • Signature: r �j /y�� ' -i; N �.fjf d 0:': ' .: Owne1 ' 0es [mgr, ' V... Name: Date: Title: . Representing: _ Signature: Notes, Observations, Comments: CGPY CITY OF TIJALATIN RECEIVED JAN 1 1 2005 . ENGINEERING & BUILDING DEPARTMENT Dudek CQA Forms.xls CQA Form 008 Certificate of Soil Surface (2) 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 Sheet # 1 assc�ci,�TLs Project Name Bridgeport Village Material Desc. Subgrade _ Project 9 - -- - -- — Project No. Opus- 14 -04 -02 General Desc. Subgrade Operations LCRS Owner /Contr. Opus Northwest CELL No. Building R -1 _ OA Monitor Karen Trachsel Date 1/5/2005 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. • 1 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. CQA Monitor Name: Karen Trachsel Date: 1/5/2005 Title: CQA Monitor Representing: GeoDesign, Inc. Signature: / 41 t iVP(-7-r14/4e/el 'e Installer Represer t`atwe t 4 Name: Glen Karisen Date: 1/5/2005 Title: Supervisor Representing: ACF West Signature: ' - Y w. , n • ` Oi' ne't'I e' rase ; Name: Date: Title: Representing: Signature: • Notes, Observations, Comments: OFFICE COPY • CITY OF TUALATIN RECEIVED JAN 1 1 2005 ENGINEERING & BUILDING DEPARTMENT Dudek CQA Forms.xls CQA Form 008 Certificate of Soil Surface (2) W.W,tngton county °f'°°" 2004- 134945 11!24/2004 11:42:15 AMA{ Q4 M, VW Etna 21 ReCORD1 1 $20.60 S6.00 511.00 • rota • $37..00 After Recording.. Return to: �lill r���� I, J, nyWtM .4Clredor .fA....un.nt.ndT.x.tNn City of T ualatin .red Et -ONlah e.u�q� q.MforN'uh Z t:r Or.00n, do h.r.by unify Thor the within h.tru ont a< •'.:�' `g � Attn: Brenda L. Braden, Esq. welting eon received area =1 M ♦ book et v ak.4, i! 1$880 SW Martina2 i records .f odd county , u.,, �, f' ; M ,!eery R Henson, Dk'.tt.r ..NwnKd end Tendon, "444 Tualatin, OR 97062 t::atid. County CIW$ GREASE INTERCEPTORS MAINTENANCE AGREEMENT DATED: Pvi,atg 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. Agrgeents NOW, THEREFORE, m 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 1 :,ODMA\PCDOCSTORTIANDW DEC 0 9 2004 /e'/ ENGINEERING & OFFICE COPY BUILDING DEPARTMENT _. • 1 • lIIIIIIJIIOhIIlIIIIIIIIIIII 2064_134a46 2. may. 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. puration 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. S. 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 ::ODMAIPCDOCS\'ORTLAND\465990 Y903 3•1130 w , , 11111111111111111111111111 1004 - 134946 DECLARANT: BRIDGEPORT VILLAGE, L.L.C., a Delaware limited liability company By: Opus Northwest, L.L.C., its manager By � ! ^' Bru Its: fc.E. 4 :% , • f; E kL � h h_dcs3crsti- STATE OF OREGON ) ) ss. City of P6 ) The foregoing ent was acknowledged before me this 23r) day of 11) 0VPAsii2e4- , 2004, by C) h h (tr-k 11 . who is the Via Py 5 4&vl - Of OPUS NORTHWEST, L.L.C., a Delaware limited liability company, on behalf of the limited liability company. I 1 Notary Publi m and for Stat� of gon My Commission Expires: `/ I 1 , Accepted by City of Tualatin 4 /,'b_/ orrlc AAL By: / ZdA4e ► i41^ ERIN t JOR DA Its: 6 ,icu/a r ' � NO TAa 1cPURUC- OREGON 1" COMM ■SSION NO 368819 MY COMMISSION EXPIRES MAY 19, 2007 CITY OF TUALATIN RECEVED UDMATCDOCSAPORTLAND146599013 DEC 092004 ENGINEERING & OFFICE COPY BUILDING DEPARTMENT ftIIII 1111111111111 II 11111 7004- 134946 reXUIBIT 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 'A" 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 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°08'27"W, 64.91 feet) a distance of 65.00 feet to a point of non - tangency, thence S10°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 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 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 ',4 Comer of said Section 13; thence along said line, N88 °50'31'", 993.71 feet to the Point of Beginning. 1 ::ODMATCDOCS'PORTLAND1465990 Y903 331330 • : Department of Environmental Quality 4 . -.--;,`,.,- �„..,,,�,- lJ regon !:•�`.,�•�_ _. � ; 1 ; Northwest Region Portland Office `t"r'yl;''I ' 2020 SW 4'" Avenue, Suite400 .�. , Theodore Kulongoski, Governor Portland, OR 97201 -4987 \� 1` � (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 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 regon Department of Environmental Quality � Northwest Region Portland Office ae ; �rnr, ? w 2020 SW 4 Avenue, Suite 400 '• Theodore Kulongoskt, Governor Portland, OR 97201 -4987 (503) 229 -5263 FAX (503) 229 -6945 TTY (503) 229 -5471 July 21, 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 R1 Dear Mike: The Oregon Department of Environmental Quality (DEQ) has determined that Opus Northwest has satisfied the methane mitigation requirements for occupancy of Building Rl at the Bridgeport Village Development site. DEQ has confirmed that the following methane mitigation measures have been completed for Building R1: 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, the 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, Building RI and Pad 6, SW Bridgeport Road and SW 72 Avenue, Bridgeport Village Development Site, Tigard, Oregon ", prepared by GeoDesign, Inc., and dated May 16, 2005. Documentation verifying the installation of the gas sensors and panel is provided in a GeoDesign, Inc. "Field Report ", dated July 20, 2005. Methane gas monitoring for Building RI interior spaces, sub -slab engineering controls, 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 ", �Ft�E cOP1 prepared by GeoDesign, Inc., and dated April 22, 2005. This monitoring plan is currently O undergoing DEQ review. Upon DEQ approval, this monitoring plan will apply to all of the buildings at the Bridgeport Village Development site. CITY OF TUALATIN RECEIVED JUL 2 7 2005 ENGINEERING & BUILDING DEPARTMENT Mr. Mike McKillip July 21, 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 R1 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 TUALATIN * ** CUSTOMER RECEIPT * ** Batcih 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 '7 3 ����� l�1J * ** CUSTOMER RECEIPT * ** Batch ID: 1/27/05 01 Receipt no: 37111 Tp Sy Description Qty Amount 20/04 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 ** CITY OF TUALATIN * ** CUSTOMER RECEIPT * ** Batch ID: 12/03/04 01 Receipt no: 26812 Tp Sy 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 - - - - !W. - , . . 1 • CITY OF TUALATIN * CUSTOMER RECEIPT *** I Date: 9/29/04 01 Receipt no: 15898 Da',[sc:Iiption Quantity Amount 1 2004 3447 , BP BUILDING PMT , 1:-00 $3981.20 PERMITS OPU-:• BRIDGEPORT VILLAGE LLC 10350 BREN ROAD WEST MINNETONKA, MN 55343 ------- ( PERMIT 04-3447 BLDG R-1 -- ==-1 - _:- , ienJe detail CK CHECK 1307 $3981.20 . Total t $3981.20 'total payment $3981.20 Trans date 9/29/04 Time: 14:39:5C +4 THANK YOU FOR YOUR PAYMENT ** • Building Permit Application %, OFFICE USE ONLY City of Tualatin Date received S — Pernii 18880 SW Martinazzi Ave of � d y y z Tualatin, OR 97062 Date issued By Phone 503- 691 -3044 Fax 693 -5421- 3- _/ f -. N-- Receipt _7 kt / �/ www.ci.tualatin.or.us 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 v. (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other: equipment, mat • • . , labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on : pplication. ❑ 1- and 2- family dwelling 0 Commercial /industrial Valuation ❑ Accessory building ❑ Multi- family Number. of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 7331 SW Bridgeport Road New dwelling area: sq 3 feet City/State/ZIP: Tigard, OR 97224 Garage /carport area: square Suite/bldg. /apt. no.: Building Rl Project name: Bridgeport Village Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST 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 map /parcel no.: work indicated on this application. DESCRIPTION OF WORK Valuation $3,000 Fire Alarm Permit Existing building area: square feet New building area: 8,226 square feet Number of stories: / Type of construction: Fire Alarm _ x s• 0 PROPERTY OWNER ❑ TENANT Occupancy groups: Name: us NW LLC V ii' LC. Existing: — Address: 1000 Broadway, Suite 1130 (6 , 19 ,UA) /a New: Retail /A -2. City/ State/ZIP: Portia OR 97205 6- A-4 44° '9 NOTICE Phone: (503) 469` -3857 64 -/ 2 3 3 Fax: (503) 679- 7131- `G6 - /c f 4/ All contractors and subcontractors are required to be ® APPLICANT ❑ CONTACT PERSON licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Business name: Bergelectric Corp. jurisdiction in which work is being performed. If the Contact name: David Granlund applicant is exempt from licensing, the followir reasons apply: Address: 6026 NE 112 Ave City/ State/ZIP: Portland, OR 97220 Phone: (503) 255 -1818 Fax: : (503) 255 -1919 .8fle416.1' } l't3t1 ! :'Y, .t; 'wit nf; 09;16d limm 8 to HJnlau?p 901 E -mail: dgranlund @bergelectric.com M O `E:' .}}t O bi ': :: . . •'} 7r•: }44 '111 115 6161; 19MS bt'!$ CONTRACTOR atIekk tiff,?, 'll 210 i .. t-y 1 Bi91dibenk1 F}C S' " i1 Business name: Bergelectric Corp. „, , , , nia x' 4 �,{�F g P• ( tP � ;t it..: b.J� 'TiUT� ! : $,1*,f� �!1�"� YI�[is'e i''ef�F tr)'jeGfil1 ls Address: 6026 NE 112” Ave 1011,1 rt 141'"W . � 1 [h' r , a�rt� „ • t ` mrlItIrl9110 A a Fees du uoo application r I City /State /ZIP: Portland, OR 97220 ) ? -' eel? ,,;� +'! •lt0,•t} , 1 1.e.' 1 ' OF, t( itYC };. n 141 Phone: (503) 255 -1818 Fax: (503) 255 -1919 Amount receive if +"(` Itt'Il.. � CCB lic.: 110521 Date received: ''�? F T his permit application expires if a permit is nuillbtained 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 0 l /02 /COM /WEB) . , ,300 ,9 ____- 4fL z/. 5 3 (13, ,2g .83 5 1 7.7V 9 7 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 105.3.1 of IBC. By ,p. Ge..)~ _ Permit No. \ j I'1 J CITY OF TUALATIN CERTIFICATE OF COMPLETION PROJECT NAME: Bridgeport Village Lifestyle Center PROPERTY ADDRESS: 7331 Bridgeport Road BUILDING PERMIT NUMBER: 04 -3447 — Building "R1" 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 /� ��� lriP ,,, , ; DATE 4/12/ R. St e lzenm uller, 21, i G OFFICIAL CtIpl � OM* NOT VALID UNLESS SIGNED BY BUILDING OFFICIAL RECEIVED APR 12 2005 l Nw 1o& OFFICE COPY RECEIVED SEP 2 9 2004 co Opus NW. ELTA [l REVIEWED FOR DESIGN INTENT ONLY. 0 MAU COMIECTIONS NOTED. NO *U BMISSION REQUIRED. OPUS SUBMITTAL REVIEW I 0 REVISE BI RESUBMIT FOR RECORD. REVIEW By OPUS NORTHWEST, L.L.C. IS FOR DESIGN INTENT ONLY DIME 1 L O TIT IFS AND ULLCO NCE WITH THE RE LE FOR ENTS S O RlVI!! & RESUBMIT FOR REVIEW. RACT DOCU MENTS R EVIEW BY OPUS NORTHWEST, L.L.C. DOES NOT I RELIEVE SUBCONTRACTOR AND/OR SUPPLIER OF THE RESPONSIBILITY O NOT ACCEPTED. RESUBMIT FOR REVIEW FIR PROTECTION CONTRA = FUTHWEST, LICKS AND CONDITIONS OF THEIR CONTRACT WIN O NO ARC ITECT / ENGINEERACTION REQUIRED. 1179 S.W. "N. POEM, OR 9124 03) 623 - 4410 E • DATE /0 .6 BY DATE R 4" q �lJS® OPUS SUBMITTAL I . A-9 Opts Architects & Engineers DELTA FIRE INC. 14795 SW 72nd AVE. PORTLAND OR 97224 620 -4020 tlon5, Th is suance of perm'I based t the B lad ng Officfi from � ^d ntnRr data sate ll nat pfe of errors in said p thereafter requiring the correction preventing bu ns. • bons and other data or from pr on there under when in viol ation Ing operations being ordina nf this jur�sd or mis c kn any ether Job Name BRIDGEPORT BLDG. R1 SBn 105.3.10f IBC. Building : R1 pp Permit Nab .3 Location : 7331 SW BRIDGEPORT REY System : 1 Contract : 04 -2296 Data File : FPBLDGR1.WX1 QCFi Ct COPY CITY OF TUALATIN RECEIVED NOV 0 3 2004 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING DEPARTMENT! DELTA FIRE INC. Page 1 BRIDGEPORT BLDG. R1 Date 090104 Hydraulic Design Information Sheet Name - BRIDGEPORT VILLAGE Date - 090104 Location - 7331 SW BRIDGEPORT RD Building - R1 System No. - 1 Contractor - OPUS NW Contract No. - 04 -2296 Calculated By - S. McCOURTNEY Drawing No. - FP1 Construction: ( ) Combustible (X) Non - Combustible Ceiling Height - N/A Occupancy - MERCHANTILE S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 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 - 120 ( ) Dry Model G E Elevation at Highest Outlet - 15 ( ) 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 - 658.07 Press Required - 51.202 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 - 0 U P Location - BRIDGEPORT RD. P L Source of Information - TUALATIN WATER Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack M _ ( ) 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 E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) DELTA FIRE INC. Page 2 BRIDGEPORT BLDG. R1 Date 090104 City Water Supply: C1 - Static Pressure 54 PSI C2 - Residual Pressure 50 PSI C2 - Residual Flow 3000 GPM 150 D1 - Elevation 6.496 PSI 140 D2 - System Flow 408.07 GPM D2 - System Pressure 51.202 PSI 130 Hose Adj City) GPM Hose Demand ) 250 GPM p 120 D3 - System Demand 658.07 GPM R 110 Safety Margin 2.556 PSI E 100 S 90 S 80 U 70 R 60 Cl D2 C2 E 50 40 30 20 10 R1 . 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 • Fittings Summary DELTA FIRE INC. Page 3 BRIDGEPORT BLDG. R1 Date 090104 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. R1 Date 090104 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. R1 Date 090104 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 27 15.0 5.62 20.65 na 25.54 .2000 99 7.000 26 15.0 5.62 20.86 na 25.67 .2000 99 7.000 24 15.0 5.62 19.67 na 24.93 .2000 120.00 7.000 25 15.0 5.62 19.81 na 25.01 .2000 120.00 7.000 23 15.0 5.62 24.75 na 27.96 .2000 120.00 7.000 22 15.0 5.62 21.32 na 25.95 .2000 99 7.000 19 15.0 5.62 20.06 na 25.17 .2000 99 7.000 20 15.0 5.62 20.21 na 25.27 .2000 99 7.000 21 15.0 21.0 na 16 15.0 5.62 20.26 na 25.3 .2000 99 7.000 17 15.0 5.62 20.42 na 25.4 .2000 99 7.000 18 15.0 21.21 na 12 15.0 5.62 18.24 na 24.0 .2000 120.00 7.000 13 15.0 5.62 18.41 na 24.12 .2000 120.00 7.000 14 15.0 5.62 19.05 na 24.53 .2000 120.00 7.000 15 15.0 20.95 na 10 15.0 5.62 24.82 na 28.0 .2000 120.00 7.000 11 15.0 25.14 na 1 15.0 5.62 20.7 na 25.57 .2000 99 7.000 2 15.0 5.62 20.86 na 25.67 .2000 99 7.000 3 15.0 21.67 na 4 15.0 22.6 na 5 15.0 22.66 na 6 15.0 22.89 na 7 15.0 24.98 na 8 15.0 26.08 na 9 14.0 33.18 na TOR 14.0 37.3 na BOR 0.0 45.43 na HOSE 0.0 50.85 na 250.0 TEST 0.0 51.2 na The maximum velocity is 16.77 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. R1 Date 090104 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 27 25.54 1.728 1T 11.290 7.910 20.653 K Factor = 5.62 to 120 11.290 0.0 21 25.54 0.0180 19.200 0.346 Vel = 3.494 0.0 25.54 20.999 K Factor = 5.57 26 25.67 1.728 1T 11.290 7.910 20.863 K Factor = 5.62 to 120 11.290 0.0 18 25.67 0.0182 19.200 0.349 Vel = 3.512 0.0 25..67 21.212 K Factor = 5.57 24 24.93 1.728 8.000 19.671 K Factor = 5.62 to 120 0.0 0.0 25 24.93 0.0173 8.000 0.138 Vel = 3.411 25 25.01 1.728 1T 11.290 7.040 19.809 K Factor = 5.62 to 120 11.290 0.0 15 49.94 0.0622 18.330 1.141 Vel = 6.832 0.0 49.94 20.950 K Factor = 10.91 23 27.96 1.728 1T 11.290 7.040 24.751 K Factor = 5.62 to 120 11.290 0.0 11 27.96 0.0213 18.330 0.390 Vel = 3.825 0.0 27.96 25.141 K Factor = 5.58 22 25.95 1.728 1T 11.290 7.910 21.315 K Factor = 5.62 to 120 11.290 0.0 3 25.95 0.0185 19.200 0.356 Vel = 3.550 0.0 25.95 21.671 K Factor = 5.57 19 25.17 1.728 9.000 20.057 K Factor = 5.62 to 120 0.0 0.0 20 25.17 0.0176 9.000 0.158 _ Vel = 3.443 20 25.27 1.728 1T 11.290 1.080 20.215 K Factor = 5.62 to 120 11.290 0.0 21 50.44 0.0634 12.370 0.784 Vel = 6.900 21 25.54 1.728 1T 11.290 1.000 20.999 to 120 11.290 0.0 5 75.98 0.1352 12.290 1.662 Vel = 10.394 0.0 75.98 22.661 K Factor = 15.96 16 25.30 1.728 9.000 20.261 K Factor = 5.62 to 120 0.0 0.0 17 25.3 0.0177 9.000 0.159 Vel = 3.461 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Final Calculations - Standard DELTA FIRE INC. Page 7 BRIDGEPORT BLDG. R1 Date 090104 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 17 25.39 1.728 1T 11.290 1.080 20.420 K Factor = 5.62 to 120 11.290 0.0 18 50.69 0.0639 12.370 0.791 Vel = 6.935 18 25.67 1.728 1T 11.290 1.000 21.211 to 120 11.290 0.0 6 76.36 0.1365 12.290 1.678 Vel = 10.446 0.0 76.36 22.889 K Factor = 15.96 12 24.00 1.728 11.000 18.237 K Factor = 5.62 to 120 0.0 0.0 13 24.0 0.0160 11.000 0.176 Vel = 3.283 13 24.12 1.728 11.000 18.413 K Factor = 5.62 to 120 0.0 0.0 14 48.12 0.0581 11.000 0.639 VeI = 6.583 14 24.53 1.728 1T 11.290 3.950 19.052 K Factor = 5.62 1 to 120 11.290 0.0 15 72.65 0.1245 15.240 1.897 Vel = 9.939 15 49.94 1.728 1T 11.290 1.000 20.949 to 120 11.290 0.0 7 122.59 0.3277 12.290 4.027 Vel = 16.771 0.0 122.59 24.976 K Factor = 24.53 10 28.00 1.728 1T 11.290 3.950 24.816 K Factor = 5.62 to 120 11.290 0.0 11 28.0 0.0213 15.240 0.325 Vel = 3.831 11 27.96 1.728 1T 11.290 1.000 25.141 to 120 11.290 0.0 8 55.96 0.0768 12.290 0.944 Vel = 7.656 0.0 55.96 26.085 K Factor = 10.96 1 25.57 1.728 9.000 20.702 K Factor = 5.62 to 120 0.0 0.0 2 25.57 0.0180 9.000 0.162 Vel = 3.498 2 25.67 1.728 1T 11.290 1.080 20.864 K Factor = 5.62 to 120 11.290 0.0 3 51.24 0.0652 12.370 0.807 Vel = 7.010 3 25.95 1.728 1E 5.645 1.000 21.671 to 120 5.645 0.0 4 77.19 0.1392 6.645 0.925 Vel = 10.560 4 0.0 3.314 11.000 22.596 to 120 0.0 0.0 5 77.19 0.0058 11.000 0.064 Vel = 2.871 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Standard DELTA FIRE INC. Page 8 BRiDGEPORT BLDG. R1 Date 090104 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 5 75.98 3.314 11.000 22.661 to 120 0.0 0.0 6 153.17 0.0207 11.000 0.228 Vel = 5.697 6 76.36 3.314 2E 10.191 27.200 22.889 to 120 20.383 0.0 7 229.53 0.0439 47.583 2.087 Vel = 8.537 7 122.58 3.314 11.450 24.976 to 120 0.0 0.0 8 352.11 0.0968 11.450 1.108 Vel = 13.097 8 55.96 3.314 52.410 26.084 to 120 0.0 0.433 9 408.07 0.1272 52.410 6.665 Vel = 15.178 9 0.0 4.31 1E 13.937 74.500 33.183 to 120 1T 27.874 41.811 0.0 TOR 408.07 0.0354 116.311 4.114 Vel = 8.974__ TOR 0.0 4.31 1E 13.937 14.000 37.296 to 120 1B 16.724 44.598 6.063 BOR 408.07 0.0354 1Z 13.937 58.598 2.072 Vel = 8.974 BOR 0.0 6.16 2E 20.084 50.000 45.432 to 140 40.168 5.000 Fixed loss = 5 HOSE 408.07 0.0047 90.168 0.421 Vel = 4.393 HOSE 250.00 8.27 1G 5.990 110.000 50.853 Qa = 250.00 to 140 1F 13.478 19.468 0.0 TEST 658.07 0.0027 129.468 0.349 Vel = 3.931 .0 658.07 51.202 K Factor = 91.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . D E LTL, 14795 S.W. 72ND AVENUE PORTLAND, FIRE IlI 503- 620 - • CCB# 64174 RECEIVED SEP 2 9 2004 Construction Opus NW - OR B ridgeport Village I DATA SUBMITTAL FOR FIRE P _ CTION SYSTEM ;ofhes •. — ^nee, * — • -.4 OPUS SUBMITTAL REVIEW i Ki1160 0f i11 _ _____ REVIEW BY OPUS NORTHWEST, L L C IS FOR DESIGN INTENT ONLY SUBCONTRACTOR AND/OR SUPPLIER IS RESPONSIBLE FOR DIMENSIONS. QUANTITIES AND FULL COMPLIANCE WITH THE REQUIREMENTS OF THE NO IIIIIIIIIMMONIMI1111.- CONTRACT DOCUMENTS REVIEW BY OPUS NORTHWEST, L.L.C. DOES NOT RELIEVE SUBCONTRACTOR AND/OR SUPPLIER OF THE RESPONSIBIUTY REQUIRED BY THE TERMS AND CONDITIONS OF THEIR CONTRACT WITH � esseessucesecom, OPUS NORTHWEST, L.LC. o Mai I 111110111IFORUNINIL NOT A r , T GATE ! - 0 I I orriwr OPUS SUBMITTAL #� Z� � ir — • {.. o T FIRE, INC. ' M v 26, 2004 ' Opus Architects & I1 a w yne Lagore �Gq Ards' 4 -2296 O OFFICE COPY CITY OF TUALATIN RECEIVED NOV 0 3 2004 FIRE PROTECTION CONTRACTORS • B UILDMtG DEPARTMENT 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 Outlet 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. #65 1 -Iilti Kwick Bolt Stud Anchor II Sprinkler Heads Reliable Model Fl 1" 155 Degree Chrome Pendent Reliable Model G " 2" 212 Degree Brass Upright Reliable Model F3 " z" 212 Degree Chrome Pendent Sprinkler Valves Victaulic Butterfly Valve Fig. #705 -W Victaulic Firelock Check Valve Fig. #717 Watts 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 1A795 NPS 1/2 -- 10" Schedule 10 and Schedule 40 Scope Covers seamless and wetcea. b lack and hot -dioped gaivan zed nominal wail pipe. For coiling, bending, flanging and is suitable for welding. ?ice ordered for this specification is intended for use in free orotecidn system. Kinds of Steel Open - hearth Basic-oxygen Permitted For Electric - furnace For Pipe Matenal Hot - Dipped Sets stanaares for coating of pipe with zinc inside ana outside oy the hot - Dipped process. Weight of coating must not Galvanizing average less than 1 .8 oz per square foot and riot less than 1 6 per square ft. Permissible Vanations The minimum wail thickness at any point snail not vary oy more than 12.5% under the nominal wall thickness. in Wall Thickness Chemical C ma . x '.� M max % P max 111 5,m20 Requirements Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grace 8 0.30 1.20 0.05 0.06 Fumace -weld Pioe Tvoe F — — 0.08 0.08 NOE & Hydrostatic inspection test pressures for plain end and threaaea are specified. 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 Plus or minus 5% in Weights per Foot Permissible Outside ammeter at any point snail riot vary from stanaara specified more than – Variations in For NPS 1 1/2 and Smaller Sizes For NPS 2 and Lamer Sizes Outside Diameter 64" over 1132" under °; over 1 °,ro under Number of I Flattening — 'ests are to pe performed on electric-resistance welded pipe. and furnace welded pipe. • Tests Required Lengths 'Unless spectiea. :ice snail be rumishea on single ransom lengths or '6 to 22 ft. Required Markings 'Roiled Stamcea or Stenctea tMfgrs. option) on Each Length Name or brans of the manufacturer. (On Tags attached to Electric- resistance welded A. electric- resistance welded B. Seamiess A. Seamless 8. each Bundle in case Grade A or 9 for type E or S pipe. wall thickness schedule ASTM A795. the letters NH if not hydrostatically tested. of Bundled Pipe) The length or sloe. General Ena limn may oe plain ena beveled or plain end square cut. ' Information i i Standards and Specifications Gnnnell DIMENSIONS PRESSURE Fop qA 41AT`RIA GA 'N THREAD RATING T q M I, F -ttmcs Class 150 ANSI 316.3 ASTM A -197 ASTM A-15.3 WW-P-521 300 ANSI 916.3 ANSI 3.1.20.1+ ANSI 316.3 y_p_g21 ASTM A -197 ASTM A -153 ANSI 8.1.20.1+ ANSt'Bt6.3 Mi. Unnons Cass 150 ANSI 316.39 ASTM A -197 ASTM A -153 ANSI 8.1.20.1+ ANSI 818.39 Cass 250 ANSI 916.39 ASTM A -197 WV - U -531 Cass 300 ASTM A-153 ANSI 9.1.20.1+ ANSI 316.39 yyyy -U_531 ANSI 316.39 ASTM A -197 ASTM A -153 ANSI 5.1.20.1+ ANSI 316.39 WW-11 -531 Cast'ron Threaded Ftircs Cass 125 ANSI 916.4 ASTM A- 126(A) ASTM A -153 Class 250 ANSI 918.4 ASNI 3.1.20.1+ ANSI 818.4 WW-p -501 ASTM A- 126(A) ASTM A -153 ASNI 5.1.20.1+ ANSI 816.4 WW -p_501 C.1. Phtos and Sushincs ANSI 316.14 ASTM A- 125(A) ASTM A -153 ANSI 6.1.20.1+ ANSI 316.4 WW -P-471 C.1. Drarnace Threaded P'ltinas ANSI 918.12 ASTM A- 126(A) ASTM A -153 ANSI 5.1.20.1+ ANSI 618.12 C.1. Pandes and Flanged Fttinas Cass 125(1' -121 ANSI 316.1 ASTM A- 128(A) or (B) ASTM A -153 ANSI 8.1.20.1+ ANSI 316.1 ANSI 318.1 Cass 125(14 -Up) ANSI 316.1 ASTM A- 126(5) ASTM A-153 ANSI 3.120.1+ ANSI 916.1 ANSI 616.1 Cass 250(1' -127 ANSI 516.1 ASTM A- 126(A) or (8) ASTM A -153 ANSI 31.20.1+ ANSI 516.1 ANSI 316.1 Cass 250(14 -Up) ANSI 916.1 ASTM A- 126(3) ASTM A -153 ANSI 91.0.1+ ANSI 516.1 ANSI 816.1 Flreed Steel Threaded ;'ands Class 3000_ 3000, 5000 ANSI 916.1 ASTM A -105 ANSI 8.1.20.1+ ANSI 16.11 ASTM A -182 ASTM A -350 Pte "tipples ASTM A_733 Steel Pipe Welded ASTM A53 Type F or Type E Seamless(High Temp.) ASTM A -106 Gr. 8 Brass ASTM 5-43 The Standard +ANSI 51 -201 was ANSI 52.1 Dyna-Flow® High Strength Steel Pipe The original high - strength lightwall sprinkler pipe with hydraulics superior to Schedule -10. Dvna -Flow pipe is the "original" high- Specifications strength lightwall sprinkler pipe. Dyna- Flow has outstanding hydraulic NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wain (21') Wt/Lift (24') Wlltitt (25') capabilities and is recognized as the In; mm In; mm LbsiFt: Kg /m Lbs,Ft; Kg/m Litt Lbs; Kg Lbs; Kg Lbs; Kg most popular alternative to Schedule -l0 1" 1.191 0.830 1.31 91 1,586 1,812 1,888 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 11/4' 1.536 1.059 1.87 61 1,356 1,550 1,615 valuable addition to any fire protection 32 39.0 1.6 2.78 61 615 703 733 system. 1' /i 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% 21/2" 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 I.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 - Flow /Super 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 A roved and ULC Listed. with standard hanger spacing an excellent primer and is resistant to PP (15 ft O.C.) per NFPA. weathering and U.V. degradation from outdoor storage. el ® ollo • Available in Standard lengths for your Metallurgical properties provide excellent convenience, or can be ordered in P p P 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 • Available in Factory roll grooved form The internal surface of all black Allied 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. *LJCO /Flow Control ^lucid 16100 S. Lathrop • Harvey, IL 60426 Customer 800 882-5543 T allied 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 2-5543 • TUBE a coNouir 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S2 - 3 i IPS CARBON STEEL PIPE 1002 FIRE PROTECTION PRODUCTS iCtaUIiC` Style 005 an cso 9001 certified company V PIE S F i re Loc k TM Gasket System Rigid Coupling with Vic- PIusTm Gasket System PRODUCT DESCRIPTION 1reLockTM Style 005 rigid Sprinkler Systems. Angle- ONLY on fire protection coupling has a unique, pat- pad design permits assem- systems. ented angle -pad design bly by removing one nut/ 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 a housings to slide on the to handle during assembly; no field lubrication. The angled bolt pads, rigidity is speeds and eases installs- Vic-Plus M System (patent obtained. tion on pipe grooved to pending) is dry, clean, and non -toxic. It reduces Patented The FireLock couplings Victaulic specifications. assembly time substantially provide rigidity for valve Style 005 FireLock cou- and eliminates the mess r 7I _. connections, fire mains and plings with the Vic- and chance of HjEr.. long straight runs. Support Plus' Gasket System over - lubrication. ;:- and hanging requirements are designed and rec- correspond to NFPA 13 ommended for use I I I o � ` /�.1 c � ...:.,-1_,.!' `� / \`-� 11 C dS § i _W' and VdS approved. �> ` see notes on page 2. ro92• DIMENSIONS SIZE Max. Max. Allow. I Dimensions • Nominal Work. End Pips End @ Bolt/Nut 1 lnch•s/mm Aprx. Z Inches Press. § Load Sep. t No. - Size 'Mgt Ea. actualI PSI' /�P3 Lbs.'N In. /mm Inches/mm X Y 2 LbsJkg ,- .„ t' /. I 350 I 755 0.05 2 - a X 2 2 -3ax2 2.75 4 50 1 88 1.2 x 1'h 350 990 0.05 3.00 4.75 1.88 1.2 2 350 1550 0.07 2 '1e X 2'h 3.50 5.25 1.88 1.6 Rated for wet and dry sprinkler 21/2 350 - 2270 0.07 4.00 5.75 1.88 1.9 systems at 350 PSI (2413 kPa) for •• 2 - Vs X 2'h 11/4 - 4• ;42.4 - 114.3 mm) sizes 350 2475 0.07 4.13 5,75 1.88 1.9 and 300 PSI (2063 kPa) for 4 - 76.1 mm 2 - 3'a X 2'r .,, 8• (108.0 - 219.: mm) sizes: 3 1 350 3365 0.07 2 y. X 2'h 4.63 6.13 1.88 2.1 Schedule 10 roll grooved or I ' ;,4 Schedule 40 cut or roll grooved 4 350 5565 0.16 + 5.75 7.25 2.13 3.1 steel pipe. Style J05 is rigid and 2 - % X 2h does not actor^ ^odate expan- 108.0 mm 300 4255 I 0.16 , 5.63 7.25 2.13 3.1 stun. contraction or angular deflection. 5 300 I 7290 0.16 2 -'h x 23. 6.88 9.00 2.13 4.5 300 6495 0.16 6.63 9.00 2.13 4.5 54 133.0 mm 2- X23'. 300 7125 0.16 6.88 9.00 2.13 ' 4.8 39,, mm 2 -'fi X 234 6 300 10340 0.16 8.00 10.00 2.13 5.0 '1 2- X2 300 9200 l 0.16 7.63 10.00 2.13 5.5 159.0 mm 2 -%X 4% '65.1 mm 300 I 9955 0.16 2- ftX23i 8.15 10.00 2.13 5.5 i. d 300 17525 0.19 10 13.13 2.63 11.3 ' /s 2- MIX4 • :) § t Peter to notes on page 2. Victaulic "Noric yeaccuarters • P.O. Box 31, Easton. PA 18044 -0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 1- 800 -PICK VIC • FAX: 610/250 -8817 • www.victaulic.com 1538 Rev E 'ago A RegmereC Trademant of V'ctauirc m Copyright 1999 Victilum P npp n USA. MATERIAL SPECIFICATIONS Housing: Ductile iron 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 air) sprinkler ser- ASTM 3 -633: Track head bolt 65- 45 -12. vices up to the rated working conforming to ASTM A -183 Housing Coating: Orange pressure using the Grade "E" minimum tensile 110.000 PSI enamel Type A Vic -Plus Gasket (758340 kPa); Flanged hex nut Optional: Hot dipped galva- System. requiring no field conforming to ASTM A -563, nized lubrication. Grade A. Gasket: For dry services. Victaulic - Standard gasket and FlushSeal gasket Grade "E" EPDM - Type A continues to recommend the approved for dry pipe systems to — 10•F Vic -Plus Gasket System t use of Grade 'E" Type A otnme ). ore vial lubricant is teor ommended f far services installed at or ;Violet color coder. FireLock FlushSeal Vic -Plus Gasket continuously operating below 0•F products have been Listed by System. Contact Victauiic for c- 18•C). Victaulic continues to recom- Underwriters Laboratories details. mend the use of FlushSeal gaskets for dry 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 Victaulic for performance on other pipe and the latest listings and approvals. 'd.o2 -z+ Rated Working Pressure Rated Working Pressure Pipe Size Pipe Size • Schedule Inches UL ULC FM Schedule Inches UL ULC FM 5 1 1 /a - 3 ' 175 175 175 4 300 300 300 EZ 1 - 4 350 350 350 6 J 175 175 175 10. 40 5 - 3 300 L 300 300 SF 1 4 I 300 300 300 BLT 11/4 - 2 300 I 300 300 Super 40 1'/4 - 2 I 300 300 300 11/4 - 4 300 I 300 300 TL 1'1- 2 1 300 300 300 DF 6 175 I 175 175 WLS 1 - 2 300 300 300 DT 1 - 2 300 300 300 XL/XL-I1 1 - 3 300 300 300 EL I 11/4 - 2 I 300 300 300 NOTES: , 5 refers to Listed/Approved EL refers to Listed/Approved Super 40/30.. refers to Listed/ ' Schedule 5 steel sprinkler pipe. Eddylite steel sprinkler pipe Approved Super 40 or Super XL 10 refers to Listed/Approved manufactured by Bull Moose Tube steel sprinkler pipe manufactured Schedule 10 steel sprinkler pipe. Co. by Allied Tube and Conduit EZ refers to Listed/Approved Corporation. 40 refers to Listed /Approved EZ -Flow steel sprinkler pipe WLS refers to Listed/Approved Schedule 40 steel sprinkler pipe. manufactured by Northwest Pipe steel sprinkler pipe manufactured BLT refers to Listed/Approved & Casing Co. by Wheatland Tube Company. steel sprinkler pipe manufactured SF refers to Listed/Approved by American Tube Company. XL/XL-3 refers to Listed/Approved Super -Flo steel sprinkler pipe XL or XL-3 steel sprinkler pipe DF refers to Listed/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 Listed/Approved steel Company sprinkler pipe manufactured by DT refers to Listed/Approved Dyne 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 and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accor- dance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY. the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown t For field installation only FireLock Style 005 couplings are essentially rigid and do not accommodate exoansionlcontractlon e Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar (175 PSI) WARNING. Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This product shell be manufactured by VictauliC Company All products snail be instated in accordance with current Victauiic instailatg Vassernbly instructxxns. victaukc reserves me ngnt to cnange product specifications, designs and standard equipment without notice and without incurring obfigawns. • 10.90-2 IPS CARBON STEEL PIPE - GROOVED COUPLINGS 106:05,1 : mac �.•. .4!. VICTAUUC• IS AN 160 9001 CERTIFED COMPANY Style 75 Coupling PRODUCT DESCRIPTION 5tyie 75 is available where moderate pressures are expected or weight considerations are a factor. Up to • ti 50 °0 lighter in weight than the Style 77, the Style 75 coupling Is recommended for service up to 50 psi • . - . (3450 kPa) depending on size. Housings are cast in two identical pieces in all sizes. Hot -dip galvanized / and special coatings are available for all sizes. l •.:r ` - y ® FM ® igoilk Sae Victaubc atew lmessi puGeca0on 10.01 'm d eans. ‚ 'WA , •. Exaggerated for clam). DIMENSIONS I,' V -" r - z - M Deflect Fr. Dimensions - PI Size Max. MeMax Allow. a Ap a�� a i I Work End Plpe C` t B Inches/millimeters 0 1:44 a ei twr Nominal Actual Pros. Load End t Par Plpe No. • Slxs Each I �I' Diameter Out Ola. PSI* Lbs.' Sep. Cplg InuFt Inch.. Lbs. N Islam InJmm kPs N InJmm Deg minim mm X Y Z kg 1 1 315 500 680 0 -0.06 0.57 2.38 4.27 1.77 1.3 INN 25 33.4 3450 3025 0 • 1.6 Z ' - 43 ' 48 2 - 1 1e X 2 61 108 45 0.6 • 1'7, 1 660 500 1080 0.0.06 0.45 1 2.68 4.61 1.77 1.4 32 42.2 3450 4805 I I 0 - 1 6 1 2 ' - 10' 3.8 2 - ! • X 2 68 117 45 0.6 19 1.900 500 1.420 10.006 0.40 2.91 I 4.82 1.77 I 1.5 40 48.3 I 3450 5320 0 -1.6 1 • - 56 ' 13 2 . t /e X 2 74 1 22 45 0.6 2 2.375 500 I 2.215 0 - 0.06 0.32 3.43 5.22 1.88 1.7 50 60.3 3450 9860 I 0 • 1,6 1 • - 31 I 26 2 - 11 e X 2 _ 87 133 48 0.8 2 2.875 500 3.245 0.0.061 -15 0.26 2. 3.88 5.68 1.88 1.9 55 73.0 3450 '4440 0 • ' 6 22 98 144 48 0.9 76.1 mm 3.000 I 500 I 3.535 0 - 0.06 I 00 I 5.90 1 88 I 1.9 76.1 3450 '5730 0 • 1 6 1 • - 12 0.26 4. 22 2 • ti X 2 1 02 150 48 0.9 3 3.500 500 . 4.800 0 - 0.06 0 22 4.50 • 700 1.88 2.9 80 38.9 3450 21360 0 - 1.6 1' - 2' . 2 - lax 2 h 14 178 48 1.3 3'72 4 000 500 6.300 0 - 0 06 0.19 2 'lax 2'14 5.00 7 50 1.88 2.9 90 101 3450 28035 0- 1,6 0' -54' '6 127 191 48 1.3 4 4.500 500 7.950 0 - 0.13 1 • _ 36' 0.34 2 '1 X 211, • 5.80 8.03 2.13 4.1 '00 114,3 3450 35380 0 - 3.2 28 2 147 204 54 1.9 ^ 108.0 mm 4 250 450 1 6.380 0 .0.13 0.35 5.55 7.79 2.13 3.7 I 1 • - 41' 2 - 12 X 70.0 108.0 3100 I 28395 0 • 3.2 L9 141 198 54 1,7 4'72 5.000 450 I 8.820 0 - 0.13 1 0 25 6.13 9.43 2.13 5.5 '20 :27 0 3100 39250 0 • 3.2 I 1 - 26' 2 - S /e X J'f, Z1 '56 240 54 2.5 5 5 563 450 10.935 0 - 0.13 1' - 18 ,1 0.27 2 .' /4 X 3'/, 6.88 10.07 2.13 5.8 ' 25 141.3 3100 48660 0 • 3.2 23 175 256 54 2.6 133.0 mm 5.250 450 9.735 0 0 1 • - 21, 0.28 2 • 16 X 82.5 6.55 9.37 2.13 6.0 733.0 3100 43325 I - 0 - 3.2 24 166 238 54 2.7 5.500 450 10.665 0 - 0.13 0.28 6.80 9.59 2.13 I 6.3 139.7 mm 1' - 18' 2 - 5 14 X 3'/, 139.7 3100 47460 0 - 3.2 24 173 244 54 2.9 152.4 mm 6.000 450 12.735 0 - 0.13 1' - 12' I 0 .21 2 . sle X 3' 7 38 10.48 1.88 6.2 152.4 3100 56670 0 3.2 - 9 181 266 48 2.8 6 6.625 450 15.525 I 0 - 0.13 0.23 8.00 11.07 2.13 7.0 'SO ' 68.3 3100 59085 3 - 3.2 1 - 5 ' -8 2 - s h X 3' /, 203 281 54 3.2 fatale conunueo on page 2 • T a Refer t0 notes on page 2. a REGISTERED TRADEMARK OF VICTAUJC - C COPYRIGHT 2023 YICTAIAIC - PRINTED IN U.S.A. 100 REV F VICIaUl lc C3(11oanV of America • Phone: 1. 800- PICK.VIC f1 - 800. 742 - 5842) • Fax: 610.250.8817 • e'mauoIc.xvKalvlctawlc.com • Victauuc Company of Canada • Phone: 905.884.7444 • Fax: 905-884-9774 • e-mail: vIccanada0vIc1aullc.ccm Vlctaullc Europe • Phone:32 9 - 381-1500 • Fax: 32 9.380.4438 • e - male vtCetx0C^ VICIaUIK America Latina • Phone: 610.559.3300 • Fax:610 -559 -3608 • e-mail vlcai8Pvlctauuc.com Cta V' i C' Viaauhc A51a Pacific • Phone: 65.6235-3035 • Fax: 656235.0535 • e -mall: vKap@vlctaullc.com 06.05 i ,M a DIMENSIONS Y 'i I 4- Z -tiv Max. Mu. Allow. Defect Fr. 0 Dimensions A gL ' Pipe Size Work End Pips Ci. t g ry� Inchalmilllmsters WgL fsw e' w° 1 ' IF 1 Nominal Actual Pres. Load End t Per Pipe No. - Size Each ( X1 1. Diameter Out. Dia. PSI' Lbs.' Sep. Cog. InJFt Inches �. N t InJmm Inimm kPs I N Inimm Deg mmlm mm X Y Z kg N........:,/, IMP 1590 ^1m 5.250 450 13.800 0 • 0.13 1 , - 9 , 0 24 2 - 16 X 82.5 7 63 10.49 2.13 6.8 '59.0 I 3100 61405 0 • 3.2 20 • 94 266 54 3.1 165 1 mm 6 1 450 1 14 940 0 - 0.13 1 , - 6 , 0 23 7 84 10.66 2.06 7.2 '65.' 3100 66483 0 - 3.2 '9 2 - =I ° X 3'/, 799 271 52 13 203.2 mini j 3 C00 450 22.635 0 - 0.13 10 - 54, 0.16 Z -'4 X 3' /, 203.2 3100 9.72 13.33 2.31 12.6 '00725 0 - 3.2 13 247 339 58 5.7 3 :CO 3 625 1 3 00 2 00 3.23 0' - 50' 0.18 I 2 - t/4 X 41/4 12634 13.97 2.32 12.4 254 0 mm: 10'000 350 27.500 0 - 0.13 I 0.15 I 12 15.81 2.53 20.8 Cr - 43' 254 0 2400 ' 22375 0 • 3.2 1 2 • • 'le X 5 It 309 402 64 9.4 304.8 mmt I 12.000 350 39,500 0 • 0.13 0 4 - 36 ' 0.13 2 .'/° X 51/4 14.16 17.69 2.53 23.6 304.8 2400 175775 0 • 3.2 9 360 449 64 10.7 f Slyle 74 Couplings 'TT Refer to notes below. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536. grade 65-45-12. Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others. Gasket: (specify choice')t • Grade "E" EPDM EPCM (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 ( +30'C) and hot - 180 °F ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (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 FOR HOT WATER 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. 1 lubricant is recommended for services installed at or continuously operating below OF (- 18'C). 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 • Working Pressure and End Load are total, from all internal and external toads. based on standard weight (ANSI) steel pipe. standard roll or cut grooved in accordance with Victaulsc specifications. Contact Victaulic for performance on other pipe. WARNING. FOR ONE TIME FIELD TEST ONLY. the Maximum Joint Working Pressure may be increased to 1 '/4 limes the figures shown t Allowable Pipe End Separation and Deflection figures snow Inc maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may oe doubled These figures are maximums, for design and installation purposes these figures Should be reduced by 50% for 1 / 4 • 3 (20. 90 mm). 25% for 4'1100 mml and larger r Number of boles required equals number of housing segments. Metric thread size bons are available (Color coded goad) for all coupling sizes upon request Contact Victau°C for details. WARNING Depressurize and drain Inc piping system before attempting to Install. remove. or adjust any Victaulic piping products. This product shall be manufacture° by ViCtuuIiC Company All products shad be mslailed in accordance with Current Victaulic installation/assembly instructions. Victaulic reserves Inc right to change product specihcau incurring ons. designs and standard equipment without notice and without incring obligations. '. 2 Style 75 Coupling IPS CARBON STEEL PIPE 1 0.52 ictaulic3 HOLE CUT PRODUCTS 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, lightwall, of incorporating 1/2, 3/4, and and dry systems. Schedule 5 and other spe 1 (15, 20 and 25 mm) out- The locating collar engages cialty pipes.` It is supplied lets for directly connecting into the hole prepared in with a clear, rust inhibitive sprinkler heads, drop nip- coating. Contact Victaulic pies, sprigs, gauges, drains the pipe. When tightened, the assembly compresses for other optional coatings. �� and other outlet products. the gasket onto the OD of - Consult Section 10.01 for specific ® (Ito VdS Available for 11/4 through stings /approvals. 2' /z' (32 to 65 mm) piping the pipe. Style 922 Outlet -T ® 1 systems, Style 922 outlets is rated to 175 psi (1200 so. vctaulic kPa) for fire protection sys- pubMaoon 10.01 ' I are UI./ULC Listed, LPC, tor *goat 'I P C terns. 1. - -y --I - DIMENSIONS I i_ r �a w lig Nominal Size inches/mm Required Dimensions - inchesimml�im.ier Approx. Run X Branch Hole Saw Weight Each FPTt Size r V W l Y Z Ibs/kg 11/4 X '/i PA. 1.30 1.83 1.10 3 87 2.56 1.0 • - S :. 65 .,. • 11/4 X 34 135. I 1.28 1.83 I 1.10 3.87 2.56 1.1 11/4 X 1 135s 1.52 2.18 1.10 3.87 2.56 1.2 11/2 X 1/2 1355 1,42 1.95 1.22 4 08 2`56 1.2 11 X 3. We 1.40 1.95 1.22 4 08 2.56 1.2 11/2 X 1 135s 1.64 2.30 1.22 4.08 2.56 1.3 x . . 2 X 1/2 135. 1.66 2.19 1.46 4.60 2.56 1.3 2 X 1 13ts 1.64 2.19 I 1.46 4.60 2.56 1.4 ` 2 X 1 1 3A 1.88 I 2.54 1.46 4.60 2.56 1.5 21/2 X As 135s 1.91 2.44 1.71 5.40 2.56 1.6 21 X 1/4 13'i. 1 89 2.44 l 1.71 5.40 2.56 1.6 21 X 1 134s 2.13 2.79 I 1.71 5.40 2.56 1.6 t Victauuc temate threaded products are designed to accommodate standard NPT or BSPT lootionat) male pipe threads only Use of male threaded products with SpeCtal features. sucn as orooes. dry pendent sprinkler needs. etc.. should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly orootems or leakage. 'Center of run to engaged pipe end for NPT threads (dimensions are approximate). VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of Amenca Victautic 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: 416 -675 -5565 Fax: 32-9-380-4438 Fax: 610-559-3608 Fax: 65-235-0535 e- mau:ptckvict9vrctauliccom e-mad: vtccana0a©nctaulic.com e-mail: vlceuroevictaulie.be e-mail: vical®vidaulic.cdm e-mail: vicap®victaulic.com - 3355 Rev A 3A2 'Registered Trademvk al Victauic 0 Caoyrght 2002 V ctaue4 Printed in U.SA PERFORMANCE Equivalent Length of 1" Pipe Nominal Size Feet Inches/mm meters 1' /4X 1 8.5 1 X 1 8.5 2 X ' 8.5 21/2 X 1 8.5 MATERIAL SPECIFICATIONS Housing: 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 (758340 kPa). Flanged hex nut, 45 -15, and ASTM A -536, grade dry (oil free au) sprinkler ser- zinc electroplated. 65 -45 -12 vices up to the rated working Gasket: pressure using the Grade "E' Grade "E" EPDM - Type A Type A Gasket System. (Violet color code). FireLock Bolts/Nuts: Heat treated car - products have been Listed by bon steel zinc electroplated • Underwriters Laboratories track head boil with a minimum ?wf proouct shall be manutacturea oy Victauttc Comoany As products shall be rivalled in accoroance weh current WCtautic Installation /assembly inatMCtia a. victaul.c reserves the ngnt to change product specsications. cesgne ants standard ea .ones without notice and wMhott incurring obligations. 10.52 -2 E ro E" Concentric/Eccentric Reducers :4-EtoE-1 Steel (except as noted) 11 Ili I No. 50 No. 51 T No. 50 ' No. 51 Approx. Approx. Approx. i Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Nominal E to E Wgt. Ea. ; E to E 1 Wgt. Ea. Size Inches Lbs. Inches Lbs. Size Inches Lbs. Inches Lbs. Inches/1;nm .,,,, kg nun • rt Inches/trim I rim kg mm 11/4 X 3'4 - 1.9 i - 6 X 1 i 4.00 d 5.0 ' 1 730 14 5 '.• X1 - 1.9 - X 1% I I - 5.5 1 - • ... '.. . 1 X 44 1.4 - - X 2 4.00" d 6.6 ; 1' 50 14.5 .. .< -;.: .1• I X 1 2.50' d 0.8 8.50 4.5 X 21/2 4.00 cl 6.4 11 SO 14.2 X 11/4 2.50' cl 1.0 X 3 4.00' d 6.4 I 5.50d 15.0 \ : ....; . . ...r ...:-: ..r;r• 2 X 3/4 2.50' d 0.9 9.00 2.0 X 4 4.00 d 6.5 5.50 d 17.0 ..■ x. -,:: .4 1 . •2'. ,:. J X • '0 X 1 2.50' a 0.7 9.00 2.3 X 5 4.00 d 6.4 i 5.50 d 17.0 :.i 4 . ; 4 „ . . •:-..; . ' 5 ., . ,_ .': i 7 7 , X 11/4 2.50' d 1.2 9.00 4.6 8 X 2Y2 16.00' 7.9 12.00 26.1 4. -..... ••• 7. 'C 2r..3 X 7.1 X Ph 2.50' d 1.0 9.00 4.6 X 3 . I 5.00 d 9.3 12.00 • 22.0 ...< :•.: -4 :..; . .. • - '..: ... 21/2 X 3/4 . 1.3 • 3.3 X 4 5.00 d 10.4 12.00 23.0 .:. / ... .,7 •.; ....- • :: 4 X 1 9.50 3.6 9.50 3.5 X 5 5.00 d 11.6 12.00 23.0 X '71 • . i ' .,.. ,. n..; X 1% i 2.50'a 3.3 9.50 • X 6 5.00 d 11.9 6.00 d 24.0 X VA 1 2.50 . d 3.6 9.50 3.7 10 X 4 6.00 d 19.7 13.00 32.0 x ::: i. • - :i'. x 'In ' ' 1-• ... . .t5 X 2 2.50 d 3.9 9.50 4.3 X 5 - 34.3 • 34.6 x -: A • 7: t: • = 7 3 X- 4/4 '' 1.5 • 4.5 X 6 5.00 0 20.0 13.00 36.9 , :• A :II X 1 2.50* d 1.3 9.50 4 a X 8 1 6.00 22.0 7.0 d 21.6 , :, :' X 11/4 - 1 3.0 . 4 8 12 X 4 I ' 44.0 14.00 48.0 • x I x 11/4 2.50' d 5.1 9.50 : :3 1 X 6 ; 7.00 d 24.6 14.00 50.0 A . ..... ...: .7. X 2 2.50' d 1.6 1 3.50 d -3 0 X 8 , 7.00 c1 52.0 14.00 53.5 x . ... X 2% 2.50' d 1.8 3.50 a , 70 X 10 ' 7.00 d 39.0 14.00 57.0 N. a . ., .:....,:, - 7 : ' 7 ' .: ...; .f.. 2.50 d 2.1 - - 14 X 6 13.00 65.0 13.00 60.0 X 76.1 mm •; :.... •• ' ;7 ; 31/2 X 3 2.50 a 2.0 9.50 7.0 X 8 13.00 65.0 13.00 60.0 - : x .: C' 4 X 1 3.00' d 3.0 10.00 6.5 X 10 13.00 66.0 13.00 65.0 :i.• N. ... • 4 / '.$ X 5 .. ;2 2'... X PA . 4.6 - - X 12 13.00 68.0 13.00 66.0 ..., '73 - • 74:1 X 1 10.00 6.9 10.00 8.1 16 X 8 14.00 73.0 14.00 73.0 •::c / ::. •,..,. X 2 3.00' d 2.4 4.00 cl 3.3 X 10 14.00 73.0 14.00 73.0 / / :.. . 4 1 -;-: ...... X 21/2 3.00' d 2.7 4.00d 3.4 X 12 14.00 73.0 14.00 73.0 ••• :.• / : :.: .;•. , • X 3 3.00' d 3.2 4.00 3.5 X 14 14.00 73.0 14.00 73.0 / : A 1 ,... X 31/2 3.00 d 2.9 10.00 8.0 18 X 10 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 . A 4 7 a .,- :. • X VA 11.00 11.0 11.00 10.8 X 14 15.00 91.0 15.00 91.0 x ... , .1 : . . X 3 4 00 d 5.5 11..00 11.1 X 16 15.00 91.0 15.00 91.0 , . ::• x 1 3.50 Cl 4.3 1 5.00 a 12.0 Taote continued on page 9 (0) Ductile iron • Contact Victaukc for amass 'Available wen mate mimeo small C110 No 52 oil Steel eccenint reeucers available through 30' (750 mm), contact VIctatnic for cnmenson9 . 07.01 - 8 - ■ E t Concentric/Eccentric Reducers to E iii i r-Et0E--41 Steel (except as noted) Pll III No. 50 No. 51 No. 50 No. 51 i Approx. , Approx. Approx. APProx• Nominal E to E 1 Wgt Ea. E to E Wgt. Ea. Nominal E to E Wgt.. Ea. Eta E Wgt. Ea. Size Inches ' Lbs. Inches Lbs. Size Inches Lbs. Inches Lbs. Inches/mm , Tim ..9 mm .'y Inches/mm inm 4g mm kg 20 X 10 I 20 110.0 20.00 177.0 24 x 12 20,00 7 50.0 20.00 150.0 I. X 12 I 20.00 120.0 20,00 120.0 X 14 20.00 ' 62.0 20.00 162.0 ' .... ..,.. X 14 20.00 149.0 20.00 149.0 X 16 20.00 '52.0 20.00 162.0 x .;. , '1 , X 16 20.00 12 _ 0.0 20.00 120.0 X 18 20.00 162.0 20.00 162.0 ..c :f..., X 18 20.00 136.0 20.00 136.0 x 20 2000 151.0 20.00 1900 . A •::0 In , ... ;.,:•.: 24 x 10 20.00 142.0 20.00 142.0 A ':' 2 , 3 .:44 '''; •.I 4 . r•C tO El -, -T C C No. 25 and No. 29 Reducing Tees w w (Segmentally weiaed steel) No. 25 No. 29 No. 25 No. 29 No. 25 No. 29 Nominal Std. w/Thd. Branch Aprx. Nominal Std. wind. Branch Apra- Size C to E C to E Wgt. Ea. Size C to E C to E Wgt. Ea. Inches/mm Inches/mm Inches/mm Lbs/kg Inches/mm Inches/1m Inches/mm Lbs/kg 1X1 X3/4 - 10 4 X sl X . 3/4 - - ' 8.0 11/2 X 11/4 X 1 I - - ' .3 X 1 ..5 5.00 d 5.000 7.8 .e x : "- 1 11/2 X 11/2 X 414 1 - - I 1.5 X 11/4 - - 9.6 ..': • 1-: ., 1 1 X 1 1 ' - 1.5 X 11/2 5.00a , • 1 5.990 10.2 x 11/4 - . 1.7 X 2 ; 5.000 ■ 5.000 ... 11.2 2 X 2 x 14 3.250 3.25 1 2.5 X 2% 5.00 a 5.000 11,4 X 1 3.250 3.250 2.7 X 3 5.00 C1 5.000 11.6 . .: X 11/4 • 1 . 8 5 X5 X 1 - - 14.0 :;.• X 11/2 3.25 d I 3.25 ' 3.0 X 11/2 - 14.3 - : .. .:. 21/4 X 21/4 X 1 • • 3.9 X 2 5.50 5.50 14.5 . 7:: X ' Z :'■ '. 1.7. X I 3.75 3.75 3.8 X 21/2 5.50 a 5.50 15.2 < . X:. X PA . - 4.2 ' X 3 5.50 5.50 16.6 x x '... X 11/4 3.750 3.75 d 3.9 X 4 5.50 a 5.50 16.7 x ... X 2 3.75 3.75 4.5 I 6 X 6 X 1 . • 23.0 x .. .-, ; x .0 x : .,... 3 X 3 x Y. • . 5.7 X 1% . . 24.0 X 1 4.25 d 4.25 d 6.1 X 2 6.50 6.50 d 21 6 .•.' - ,.; X 1 • • 8.0 X 2% 6.50 0 6.50 0 21 4 X 11/2 4250 4.25 6.5 X 3 ' 6.500 6.50 d 26.5 , .... X 2 4.250 4.25 1 6.2 I X 4 6.500 6.50 cl 1 250 X 2 4.25 I 0 I 4.25 I I 6.4 X 5 6.50 a 6.5q0 23.2 Table connnueo on page 10. . 07 01 -9 HANGERS ®TDLCOI a brand of NIECC• Revision 5/24/2001 m Fig. 2 Adjustable Band Hanger ®c® Fig. 2 NFPA Adjustable Band Hanger With Reduced Rod Size Range – 2 1/2 thru 6 inch pipe. •v Material – Carbon Steel, Pre - Galvanized. +., t� Function – Recommended for the suspension of non- • — C insulated pipe or insulated pipe with Fig.220 shield /.' / Fig.2NFPA accommodates the reduced rod schedule of the / / National Fire Protection Association Pamphlet #13. / Approvals – Underwriters' Laboratories Listed in the USA / / (UL) and Canada (cUL). Factory Mutual Engineering / approved. Conforms to Federal Specification WW-H -171 E, B ' type 10, and Manufacturers Standardization Society SP-69, type 10. '� ••� , / Finish – Pre - Galvanized •. - -. II I •Note — Available in Stainless Steel materials. `• • Order By – Figure number, pipe size, and material. A 1 / lk / Pipe Size Rod Size A B C Max. Rec. Approx. WtJ100 Load Lbs. Fig. 2 Fig. 2 NFPA 2 1/2 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 ' 3/8" nut is used when NFPA rod sizing is requested. 1/2" nut is used when NFPA rod sizing is requested. Main OfflealManufacturing Facility • 1375 Sampson Ave. • Carona. CA 92870 • Ph: 909.737.5599 • Fax 909.737.0330 Distribution Canter • 8790 Fruwtndge Road • Sacramento. CA 958215 • Ph: 916.388.7800 • Fax: 916.388.1401 25 Manufacturing Faculty • 4851 Homestead Road. 8Idg. 118 • Houston, TX 778 • Ph: 713.8720058 • Fax: 713.5720074 arww.toico.cont aao IDA . ToLeu s�cru, U rstCC4i7Z7 �oo Q ` ui cd Fig. 4 A Camaonant at Elam ai C:ufamu CSHPDAlprm a Pipe Clamp For Sway Bracing Somme Rearm= Sysom e — s ; � _ ice siz smaller ;,'Ian 4 inch u 9 Size Range �rtcBinC:t� ice. = ^r e Tcic:, Fig. 4. Material - Carccn Steel. 0.1 `\ Function - For cracng pipe against sway and seismic disturbance. r a ' Approvals - Underwriters' L aperatcnes Lasted in the USA (UL) and I Canada (cfJL) 4 thru 8 inch. Induced in cur Seismic Restraints Catalog aecroved by State cf California Cff1c cf Statewide Health Plannin and / ' � ` I Deveiocmerrt (OSHPD). .1 / 1 1 A Installation Insvucdons - Install Fg 4 A P;pe Camp on pipe to be r I r braced. Attach Sway -3race Ftting tc /2 Camp bolt (Sway -Brace ! / '� I 1 Elting to be cn outside ears cf demo). iigrnen secirely. (min. torque i 7 regurernent —SO ft ;bs.) Sway Bran assemclies are intended to be ��, installed in ac:: with th NFPA , 3 and the Manufacturers Irtstatlaticn Irtst,,. ons. 1 •��.hi. .. Finish - Pain. ' • % u C '� i ec:: c- C'alvanr� and HCG 5nish or Stainless / - --...„ : „L ;,L Nora— Avatlacle in c; Steel mater Order Ey - Figure numcer. pipe size and Gnisn. ShCwrt Mat .. -Na � -cicn :::g. 380's ana ( Shawn waft two Sc -.sews :a 3racs °oe \� 'raw Fg- 380's ana / ■ TolwUt Clarinet taxa. . . � t �� Q� (---__:---, 0,.... , ,. \. , I I ,, i F'S. lA - L .ongltucinal 3rac8 Fig. SA - Transverse Brace p}PE 51 2� S B C 0 BOLT S1Z� MAX HORIZONTAL APPROX. 4 3 9/15 DESIGN LCAO. WT. /100 3 -18 3 -11/16 1/2 2015 221 5 ?J8 9 9/16 3 - 7•8 4-318 1/2 2015 253 3 ,3_, /a 3/ 8 -i.l � 5 -1/8 1/2 2015 513 6-1/8 1/2 2015 601 atrnsno+ -30- ®ToLCO www to cc Co 1 br.udof 0 Revision 5/24;2001 Fig. 65 and Fig. 66 Reversible C -Type Beam Clamps 3/4" and 1 Throat Openings m Size Range — (Fig. 65 and Fig. 66) 3/8 ", 1/2" and 5/8" rod @C® 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 1'/4" (Fig. 66). Features — All steel construction eliminates structural deficien- B cies associated with casting type beam clamps. May be used on 0 top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with 0 r E set screw in up or down position. Offset design permits unlimited /� r c rod adjustment by allowing the rod to be threaded completely - through the clamp. Open design permits inspection of thread 4 �� enga /� Approvals — Underwriters' Laboratories Listed in the USA (UL) F � and Canada (cUL). Factory Mutual Engineering approved. v Conforms to Federal Specification WW- H -171E, Type 23 and * Manufacturers Standardization Society SP -69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), ,al 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 #4.570,885 B Fig. 65 H ,i D Dimensions • Weights {� E Rod Size Max. Rec. Approx. , C A B C D E F Load Lbs.' WtJ100 5 �# 3/8 1' /„ 3/4 1 7/16 1 610 28 /� 1/2 1'/2 3/4 1 9/16 1' /. 1130 55 F 5/8 1'/ 3/4 1 9/16 1'/. 1130 55 ' Max. loads for clamp with set screw in up or down position. Fig. 65 Dimensions • Weights A Rod A Size B C D E F Max. Rec. Approx. . Load Lbs." Wt./100 RP 3/8 1' /,. 1' /. 1 7/16 1 610 28 1/2 1'/2 1' /. 1 9/16 1'/. 1130 55 5/8 1' /: 1'/. 1 9/16 1' /. 1130 55 • Max. loads for clamp with set screw in uo or down position. • OlricdMamlact ring Facility • 1375 Samosa, Ave. • Corona. CA 92879 • Ph: 909.737.5599 • Fax 909.137.0330 III Customer Service • 800.788.5266 wwntadco.con ItToLco toicc coy, cr,irtl of NIBCO Revision 8i13/2001 Fig. 69 - Beam Clamp Retaining Strap t°® 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. 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 TOLCOT!' 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 ". I L IVAIVAITIF/ANI Dimensions • Weights A r Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify SE 3/4 13/16 Specify 3 3/8 - 7/8 Specify Specify lS$ • Longer lengths are available, consult factory. �-- Office/Manufacturing Facility • 1375 Sampson Ave. • Corona. CA 92879 • Ply. 909.737.5599 • Fax: 909.737.0330 Customer Senna, • 800.786.5266 wwwto/cacorrr 111 "' 1 1I`TI Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor (KB II) 4.3.3.1 Product Description Nut Washer Collar Wedge Dimple The Kwik Boit II is a stud type expansion anchor with a single piece wedge "\ / \ that performs as three Independent wedges rf necessary to provide consistent performance in a wide vanety of medium -duty applications. Applicable base matenals inaude concrete, lightweight concrete aria grout filled block. 1 Impact Section Anchor Body Wedges Expansion Cone 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 help prevent anchor from • Can be installed in bottomless hole, which allows the anchor to be spinning during installation driven flush with the surface after use. Eliminates cutting bolt heads. • Length identification code facilitates quality control & inspection • Can be installed through the fixture, improving productivity after installation • Comprehensive product offering includes many head styles, sizes, • Anchor size is same as drill bit size for easy installation carbon steel and stainless steel matenals for a variety of applications • Comprehensive performance testing to prow:1e high & consistent performance in concrete, lightweight concrete & grout filled block base materials Guide Specifications Anchor. Expansion anchor snail be wedge type with a single piece three section wedge and anc plated in accordance with ASTM 5633. Anchors must meet the desa:t>tion of Federal Specification A -A 1923A, Type 4. Anchor will bear a length identification code that is visible after installation. Anchors shall be Kwik Bolt II as manufacured by Hitt), Inc., Tulsa, OK Installation✓ Drill hole with a Hilt carbide tipped TE Bit or matched tolerance diamond core bit Remove dust from the hole with oil free compressed air. Drive anchor into the note so that at least six threads are below the top of the fixture. ; Ighten to the recommended installation torque. Listings/Approvals • Underwnters Laboratory No. 203 'Pipe Hangers" (3/8 " -3/4" diameters) • International Conference of Building Officials IC30 ES): Evaluation Report No. 4627, KB II • International Conference of Building Officials I)CBO ES): Evaluation Report No. 5224, HCKB • Southern Building Code Congress (SBCCI): Resort No. 9930 • City of Los Angeles (COLA): Research Report No. 25226 • Factory Mutual (FM) KB II 3/8" x 2 1/4" wiRod Coupler • Metro -Dade County Approval It 01- 1003.03 MECHANICAL PROPERTIES 4.3.3.2 Material Specifications ksi (MPaI l (MPal Carbon Steel KB II studs conform to ASTM A510 with chemical composition of AISI 1038 except 41 (282) 75 (517) all countersunk KB I I and K B 3/4" x 12 ", KB I I t " x 6 ", ;KB :I 1" x 9" and KB II 1" x 12" which conform to 75 (517) 90 (620) ASTM A108 with chemical composition of AJSI 11 L41 Wedges are manufactured from AISI 1010 carbon steer, except KB II 3/4" x 12 ", KB I l l " x 6 ", N/A N/A Kf3 II 1" x 9" and KB II 1" x 12" wedges which conform 21 chemical composition of A1SI 304 Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements N/A N/A of ANSI B18.22 Washers are carbon steel conforming to SAE 1005 -1033 and meet dimensional requirements N/A N/A of ANSI 18.221 Type A Plain All caroon steer cam are one dlated in arrnnraance with ASTM B633, Type ill FeJZn 5 N/A N/A Stainless Steer KB II studs conform to ASTM A276 or ASTM A493 with chemical composition of eitherAlSl 304 or 316 1/4" 7tru 9/16" 76 (524) 90 (620) over 9/16" 64 (441) 76 (524) Stauness steer wedges are of equivalent grade as bons Nuts are stainless steel corriorming to ASTM F594 with chemical composition of either AISI 304 or 316 and meeting dimensional requirements of ANSI 518.22 to conform with stud material Wasners are AISI 304 or 316 stainless steel ccnformrnd Io ASTM A240 to conform with stud material Notes Spe at Crier Kwik Solt If, nuts and wdsne5 may vary from standard materials 154 US: 1 - 879 - 8000 / www.us.hiltl.com I Hlttl Product Technical Guide 2002 I Canada 1 - 800 - 363 - 4458 / www.ca.hilti.com Anchoring Systems I IIL ■F1 Kwik Bolt II Expansion Anchor 4.3.3 4.3.3.3 Technical Data Kwik Bolt II Specification Table Bolt Size in. '/. 3 /8 1 /2 '/a 3 /4 1 Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1) (25.4) ci,,: nominal bit diameter' in. '/4 V. '/2 • /a 1 /4 1 h„_/ h,.,,: minimum/standard in. 1'I. 2 1' /i 2'/: 2' /4 3 2 4 3 4 4'/: 6 depth of embedment (mm) (29) (51) (41) (64) (57) (89) ( (102) (83) (121) (114) (152) h,: minimumistandard in. 11/4 2' /4 2 2'/. 2 4 3'/• 4' /. 4 5'/: 5 7 hole depth (mm) (35) (57) (51) (73) (70) (102) (86) (118) (102) (140) (140) (178) e: anchor length minimax. in. 1 4' /: 2'/4 7 2'h 7 3 10 41/4 12 6 12 other length available (mm) (44) (114) (57) (178) (70) (178) (95) (254) (108) (305) (152) (305) e„: thread length/ in. 3 /4 3 ' /./ 1 4 1'/4 V. 1'/: 3'1:/4'/: 1' /2 3'/:/ 5 2'14 4'/2 extra thread length (mm) (19) (76) (22/28) (102) (32) (76) (38) (89114 (38) (89/127) (57) (114) d,: wedge clearance in. 'h 'h ' /,. "h '°h 11/4 hole in plate (mm) (7.9) (11.1) (14.3) (17.5) (20.6) (28.6) T,,,,: Stainless n.. 4 (5.4) 20 (27.0) 40 (54.1) 85 (115) 150 (203) 235 (318) Recommended weig M Stee h,.. 7 (9.5) 30 (40.5) 75 (101) 110 (149) 200 (270) 450 (608) Installation Concrete Carton h„„. 4 (5.4) 20 (27.0) 40 (54.1) 85 ( 115) 150 (203) 250 (338) Torque z Steil h,,.. 7 (9.5) 25 (33.8) 65 (87.8) 110 (149) 235 (318) 450 (608) Guide Lightweight Carbon x•44 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.8) 135 (182) - Values Concrete Steel � 4 (5.4) 20 (27.0) 30 (4.0.5) 75 (101) 150 (203) - ft lb Groot Carport h,,,,, 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.8) 120 (162) - (Nm) Riled Block Steel h,,,,, 4 (5.4) 20 (27.0) 30 (40.5) 75 ( 101) 130 (176) - h: min. base material thickness 3" (76 mm) or 1.3 h,, whichever number is greater 1. Hilt matched tolerance carbide -tipped drill bit (see section 7.4.1) or matched tolerance HILn 0D - or DO diamond core bits (available in diameters from 1/2" to 11. 2. Do not apply any type of lubricant to threads pnor to torquing anchor. Combined Shear and Tension Loading ( N \ + (vtl 5n _5 -° I 1 1.0 (Ref. Section 4.1.2.7) N,,,, / lVroc T,,. 7 sl um .r•I /3 -1 �a i 11S: 1- 800 - 879 -8000 / www. us.hiltl.com I HIM Product Technical Guide 2002 1 Canada: 1-800-363-4458 / www.ca.hiltl.com 155 11=1111=111 Anchoring system 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 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in. (mm) in. (mm) lb (kN) lb (kN) b (kN) lb (kN) lb (kN) lb (kN) lTension kN) lb (kN) 1 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) '14 2 560 590 630 (6.4) (51) (2.5) 530 (2.6) 530 (2.8) 530 670 530 3 670 (2.4) 670 (2.4) 670 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) 1'h 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4) (2.9) (4.6) (3.3) (4.9) (3.8) (4.9) 3/e 2 1200 1290 1370 . (9.5) (64) (5.3) 1470 (5. 1470 ( 1470 1550 1470 4 1330 ( 1390 (6.5) 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) I (6.4) 2'/4 1170 1940 1310 1970 1450 1970 1730 1970 (57) (5.2) (8.6) (5.8) (8.8) (6.4) (8.8) (7.7) (8.8) '/2 3'/2 1870 2130 2400 (12.7) ( (8.3) 2450 (9.5) 2450 (10.7) 2450 2800 2450 6 2080 (10.9) (152) (9.3) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (10.3) (11.3) 2'14 1600 3070 1870 3070 2130 3070 2670 3070 (70) (7.1) (13.7) (8.3) (13.7) (9.5) (13.7) (11.9) (13.7) '/s 4' 2400 2850 3290 - (15.9) (102) (10.7) 3840 ( 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) (18.4) 3 / 4 4 '/4' 2930 4130 4800 (19.1) (121) (13.0) 5120 (18.4) 5120 (21.4) 5120 (26.1) 5120 5870 ) _ 8 4000 (22.8) 4930 (22.8) 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) (226) 1 6 4930 6000 7070 8400 9200 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 6870 (40.9) 7670 (40.9) 8670 (40.9) 10670 (229) (29.7) ( 34.1) (38.6) (47.5) 1. Values shown are for a shear plane acting through the anchor bolt Shear Through TM Threads Shear Ttwough The Bolt Body body. When the shear plane is acting through the anchor bolt threads. reduce the shear values by 15%. 1 2. Values shown are for a shear plane acting through the anchor bolt .,../........4' - _ + Irigt _ - / e'P Men en the shear plane is acting through the anchor bolt threads. reduce the shear value by 7°L. .. • .." : " ".:`- �° AM other values shown are f x shear . :,.: Pie acting though either body +�'• or dreads. 1 J :-:-.101F-'-.:-. - . -. • 156 US: 1 - 800 - 879 - 8000 / www.us.hilb.com 1 HUB Product Technical Guide 2002 I Canada: 1 / www.cahiltl.com Anchoring Systems INIIILIT, Kwik Bolt II Expansion Anchor 4.3.3 Carbon Steel Kwik Bolt II Ultimate Loads in Concrete Anchor Embedment 2000 psi (13.8 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 (kN) Ib (kN) 1 ' /4 1000 1600 1230 1600 1430 1600 1750 1600 (29) (4.4) (7.1) (5.5) (7.1) (6.4) (7.1) (7.8) (7.1) '/4 2 2100 2225 (6.4) (51) (9.3) 2350 2000 (9.9) 2000 (10.5) 2000 2500 2000 31/4 2500 (8.9) 2500 ( 2500 (8.9) (11.1) I (8.9) (95) (11.1) (11.1) (11.1) 1 '/r 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) 3/e 2'12' 4500 4825 5150 (9.5) (64) I (20.0) 5500 (21.5) 5500 (22.9) 5500 5800 5500 4' /4' 5000 (24.5) 5200 (24.5) 5400 (24.5) (25.8) (24.5) (108) (22.2) (23.1) (24.0) 2' /4 4400 7250 4925 7360 5450 7360 6500 7360 (57) (19.6) (32.2) (21.9) (32.7) (24.2) (32.7) (28.9) (32.7) 1 / 2 3 7000 8000 9000 (12.7) (89) (31.1) 9200 (35.6) 92D0 (40.0) 9200 10500 9200 6 7800 (40.9) 8650 (40.9) 9500 (40.9) (46.7) (40.9) (152) (34.7) (38.5) (402.3) 2 6000 11500 7000 11500 8000 11500 10000 11500 ( (26.7) (51.2) (31.1) (51.2) (35.6) l (51.2) (44.5) I (51.2) she 4 9000 10670 (15.9) (102) (40.0) 14200 (47.5) 12350 14200 (54.9) 14Z00 15700 14200 7 12000 (63.2) 13000 (63.2) 14000 (63.2) (69.8) (63.2) (178) (53.4) (57.8) (62.3) 3 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 (19.1) (121) (48,9) 18000 22000 19200 (68.9) 19200 (80.1) 19200 (97.9) 19200 8 15000 (85.4) 18500 (85.4) 22000 (85.4) 23700 (85.4) (203) (66.7) (82.3) (97.9) (105.4) 4'/2 12500 26500 15200 28500 17500 30500 19000 (114) (55.6) (117.9) (67.6) (126.8) (77.8) (135.7) (84.5) 1 6 18500 22500 26500 31500 34500 (25.4) (152) (82.3) 34500 (100.1) .5 34500 (117.9) 34500 (140.1) (153.5) 9 25000 (153.5) 28750 (153.5) 52500 (153.5) 40000 (229) (111.2) (127.9) (144.6) (177.9) 1. Values shown are for a shear plane acting through the anchor bolt Shear Through The Threads body. When the shear plane is acting through the anchor bolt threads. Through The Bolt Body reduce the shear values by 15%. 1 2. Values shown are for a shear plane acing through the anchor bolt (, � % f 1 acting - V / 7 71 P body. When the shear plane is ac n9 though the anchor bolt threads. reduce the shear value by 7?'.. are tar shear plane through etcher body Ap0lhervaMNSSIgrYrh �„ ':t.: \ w• � :•.•` Y �.�. Or theads - • O - O 3 . t -800 ft 1-800-879-8000 ,: - 879 -8000 / www.us.hikl.com I HMG Product Technical Guide 2002 I Canada 1 -800 -363 -4458 / www.ca.hilti.com 157 I mi1116 Tl Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Kwik Bolt II AISI 304 and 316 Stainless Steel Allowable Loads in Concrete Anchor Embedment 2000 psi (13.8 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 (kN) lb (kN) 1'/• 240 560 330 570 350 370 (29) (1.1) (2.5) (1.5) (2.5) (1.6) (1.6) '/A 2 470 (6.4) (51) (2.1) 590 590 590 550 590 550 (2.6) 550 ( 3 550 ( (2.4) (2.6) (2.4) (2.4) . (95) (2.4) 1' /. 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) IS 2' /: 930 1090 1250 (9.5) (64) (4.1) 1330 ( 1330 (5.6) 1330 1440 1330 4'/4 1070 (5.9) 1330 (5.9) 1440 (5.9) (6.4) (5.9) (108) (4.8) (5.9) (6.4) 2'/4 850 1810 1070 1850 1280 1890 1330 (57) (3.8) (8.1) (4.8) (8.2) (5.7) (8.4) (5.9) 72 33/2 1330 1730 2130 2400 2220 (12.7) (89) (5.9) 2220 (7.7) 2220 (9.5) 2220 (10.7) (9.9) 6 1470 (9.9) 1880 (9.9) 2290 (9.9) 2720 (152) (6.5) (8.4) (10.2) (12.1) 2 1250 I 2800 1600 3070 1810 1920 (70) (5.6) (12.5) (7.1) (13.7) (8.1) (8.5) s /r 4 1870 2400 I 2930 3330 3200 3330 (15.9) (102) (8.3) 3330 (10.7) 3330 (13.0) (14.8) (14.2) (12.5) 7 2400 (14.8) 3010 I (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 4670 4800 (19.1) (121) (11.2) (20.1) (14.5) (20.7) (17.2) 4800 (20.8) (21.4) 8 2930 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) y (19.6) 7470 (28.5) 7470 (32.0) (33.2) (32.6) (33.2) 9 5600 (33.2) 8000 (33.2) 9390 9390 (229) (24.9) ( 35.59) (41.77) (41.8) 158 US: 1- 800- 879 -8000 / www.uthiltl.com I HMI Product Technical Guide 2002 I Canada 1 -800- 363 -4458 / www.ca.hiltl.com Anchoring Systems •1`�INI Kwik Bolt II Expansion Anchor 4.3.3 Kwik Bolt II AISI 304 and 316 Stainless Steel Ultimate 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) Diameter is ( lb (kN) lb (kNl lb (kN) , lb (kN) lTension kkN) lb (kN) lb (kN) lb (kN) 1'/4 900 2100 1250 2150 1300 1400 (29) (4.0) (9.3) (5.6) (9.6) (5.8) (6.2) 1 / 4 2 1750 2200 2200 (6.4) (51) (7.3) 2200 2070 2200 2070 (9.8) 2070 (9.8) 3' /. 2070 (9.8) (9.2) (9.8) (9.2) (9.2) (95) (9.2) 1' /4 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 /8 2% 3500 4100 4700 (9.5) (64) (15.6) 5000 (18.2) 5000 (20.9) - 5000 5400 5000 4 4000 (22.2) 5000 (22.2) 5400 (22.2) (24.0) (22.2) (108) (17.8) (22.2) (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) 1 / 2 3'/2 5000 6500 8000 (12.7) (89) (22.2) 8340 (28.9) 9000 8 7.1 8340 (35.6) 8340 (40.0) (37.1) 8 5500 (37.1) 7050 (37.1) 8600 (37.1) 10200 (152) (24.5) (31.4) (38.3) (45.4) 2' /. 4700 10500 6000 11500 6800 7200 ( (20.9) (4.7) (26.7) (51.2) (30.2) (32.0) 3/4 4 7000 9000 11000 12500 12000 12500 (15.9) (102) (31.1) 12500 (40.0) 12500 (48.9) (55.6) (53.4) (55.6) 7 9000 (55.6) 11300 ' (55.6) 13700 13700 (178) (40.0) (50.3) (60.9) (60.9) 3'/4 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 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 1450o 18000 17000 (80.1) 19200 (203) (48.9) (80.1) (64.5) (80.1) (75.6) (85.4) 4'h 11700 22800 14500 25400 17300 18000 (114) (52.0) (101.4) (64.5) (113.0) (77.0) (80.1) 1 6 16500 24000 27000 28000 27500 28000 (25.4) (152) - (73.4) 28000 (106.8) Y8000 (120.1) (124.5) (122.3) (124.5) 9 21000 (124.5) 30000 (124.5) 355Z00 35200 (229) (93.4) (133.5) (156.6) (156.6) US:1- 800 - 879-8000 / www.us.hiltl.com I HIM Product Technical Guide 2002 I Canada 1- 800- 363 -4458 / www.ca. .com 159 NIL111°1 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Carbon Steel Kwik Boit II Allowable Loads in Lightweight Concrete' Anchor Embedment Shear Tension Tension Tension Diameter Depth 2000 psi (13.8 MPaI 2000 psi (13.8 MPa) 3000 psi (20.7 MPa1 4000 psi (27.6 MPa) In. (mm) In. (mml lb (kN) lb (kN) lb WO lb ikN1 ,/ 1 /4 1 29) 400 (1.8) 225 (1.0) 295 ( 1.3) 350 (1.6) ( & 1' (51) 500 ( 22) 325 (1.4) 390 f 1.71 450 ( 20) 1/4 1 ( 41) 775 ( 3.5) 425 (1.9) 530 1 241 625 ( 2.8) (9.5) 2 1 64) 1375 ( 6.1) 625 (2.8) 810 I 3.6) 975 ( 4.3) 1 h 2 ( 571 1400 (6.2) 725 (3.2) 920 ( 4.1) 1100 (4.9) (127) ?..3 ( 89) 2900 (10.2) 1100 (4.9) 1360 1 6.1) 1600 (7.1) Vs T/4 ( 70) 2500 (11.1) 1125 (5.0) 1350 ( 6.0) 1550 ( 6.9) (15.9) > _4' (1021 3550 (15.8) 1650 (7.3) 1990 ( 8.9) 2300 (10.2) 1/ 3 ( 83) 3250 (14.5) 1575 (7.0) 1905 (8.5) 2200 ( 9.8) (19.1) ?444' (121) 4700 (20.9) 2210 (9.8) 2750 (122) 3250 (14.5) 1. Values shown are for a she plane acting through the anchor bolt body. When the shear plane is acting througn the anchor bolt threads, reduce the shear values by 15%. 2. Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt 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 I' G.4000 psi in. (mm) in. (mm) (20.7 Mpal * " " ow $.. Tension, lb (kN) Shear, lb (kN) 1 i Y it 1/4 (6.4) 2 1/4 (57) 560 (2.5) 490 )2.2) 3 21/4 (57) 790 (3.5) 1000 (4.4) 1/2 (12.7) 21 /4 (57) 880 (4.0) 1000 (4.4) ' . " } 1- . 5/8 (15.9) 4 1/2 (1 14) 1675 (7.4) 2575 (11.4) r -. -' Carbon Steel Kwik Bolt II Allowable Loads in Grout Filled Concrete Masonry Units'. Anchor Embedment Distance from Tension Shear 1. Values are for Light weight. Medium weight or Normal weight Diameter Depth' Edge lb (kN) lb Ik 4) concrete masonry units conforming to PSiM C90 with 2000 psi in. (mm) in. (mm) in. (inn grout conforming to ASIM C474. 4 ,101 51 I/ 1'h (29) 212 304 31 ( 200 (0.9) 370 ( 1.61 2. Embedment depth is measured from the outside face of the (6.4) 2 (51) 4 .10151 i 410 (1.8) 570 (2.5) Concrete masonry uni '12 3a 41 3. Values are for anchors located in the grouted cell, bed joint. 4 �/� l' /. (41) ,12 1101 301 61 430 (1.9) 850 (3 crass web or any combinatio o f the abov (9.5) Tl: (64) ' 0019 725 (3.2) 1050 (4.7) 4. For anchors instilled in the T joint or head joint reduce tension values 012 ,304 to by 20%. 4 2 (57) °t 01 750 (3 1x50 ' 4 '' 1 1 / 2 212 �+ et 1400 ( 6 .2 5. Va lues for ed 9e distances between 4 inches and 12 inches and (12.7) 3' /. (89) 4 101 " 975 (4.3) 1 050 4., between 12 inches and 16 inches can be calculated by linear 212 , 30481 1890 ■ 8.41 interpolation. V. 2/. (70) 1100 ' 304 81 1100 (4.9) 2120 , 9.4 6. Anchors are limited to one per unit cell. (15.9) 4 1101 o1 1050 4. / 1 7. Based on using a safety factor of 4. 4 (102) 12 X30481 1460 (6.5) 212o , 9.41 015 406.4 2700 , 12(J) 4 ■101 al 1050 , 4.71 3'/. (83) 12 (304 e1 - 1450 (6.5) 212o ( 9.4 1 3 /4 ? 16 .446.4, 2600 111. b) (19.1) 4 •,0151 1466 (6.5) 1050 I 4.7 4'/. (121) 12 1304 81 1620 ( 7.2) 2120 1 9.41 >i6 4 064 , 1110 13.8} • Countersunk Kwik Balt II Allowable Loads in Concrete' Anchor Bolt Embedment 3000 psi (20.7 MPa) in. ()Winter Material in.em e m) T I lb (kill HCKB (Hilo Ceiling Kwik Bolt) Allowable Loads' 450 350 Carbon Steel 2.01 (1.6) '/4 1 /' Anchor Embedment 3300 psi (20.7 MPa) 3300 psi (20.7 MPa) (6.4) Stainless Steel (29) 480 500 Diameter Depth Normal M. Concrete Ughtweght Concrete (2.1) (2.2) in. (mm) In. (mm) Tension 1 Shear Tension Shear Carbon Steel 810 lb IkNI lb ON) lb IkM lb (kN) '/e 1'/. (3.6) (3.3) '/4 1' /,. (9.5) Stainless Steel (41) 5910 (6.4) (371 (3.0) (0.69) (2 (0.65) (3.9) , 1. Based on using a safety factor of 4. 1. Based on using a safely factor of 4. 2. Shear values for shear plane acting thru threads of anchor bolt. 160 US: 1- 800 - 879 -8000 / www.us.hiltl.com I HIM Product Technical Guide 2002 I Canada: 1- 800.363 -4458 / www.ca.hitti.com Anchoring Systems ,■■„`�", 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. '/e 3 /e t /z 3 /4 3 /4 1 1 N Size (mm) (6.4) (9.5) (12.7) (15.8) (19.1) (25.4) in. 1' /. 1 2V. 2a /. 3'/4 4V, i s (mm) (29) (41) (59) (70) (83) (114) V _ Standard Embedment c Anchor in. 1 /4 3 /e '/z S/! 3 /4 1 Size (mm) (6.4) (9.5) (127) (15.8) (19.1) (25.4) h _ in. 2 2% 3'/: 4 4 6 (mm) (51) (64) (89) (102) (121) (152) 1. For s and c of anchors with actual embedmems between the listed embedments, use linear :nterpolabon. • 2. For s and a of anchors with embedments greater than the deepest embedment listed, use value far deepest embedment listed. Anchor Spacing Adjustment Factors s, 2.0 -, s h,,,, r Shear b or 1 Tension I s = Acaral anchor spacng s - h„,,, = hfwmum depth of embedment h,.i - I h, = Standard depth of embedment S„,, 1.0 - - - - - I f, = Ancnor spacing reducton factor tar shear and tension j 4,,.= 1.0h for - s = 2.0 h,.,, h+ ' his s,,. = 1.0 h, l for s., = 2.0 h, J h < h < h ,,, 0 I 1 I I I I I 1 I 0 0.7 1.0 Anchor Spacing Adjustment Factor (f Edge Distance Adjustment Factors t.5- S aD- T (1 Tension I - I I I - I 0 OA 1.0 0 0.5 1.0 Anchor Edge Distance Adjustment Anchor Edpe Distance M uzm ent Factor for Tension Factor for Shear (I..) (f «) C = Actual edge distance c = Actual edge distance h„.. = Minimum depth of embedment h„,, = hfwmtm depth of embedment h, = Standard depth of embedment h,,, = Standard depth of embedment f,,, = Edge distance reduction recur for tension f,„ = Edge distance reduction factor `.or shear c, = 1.5 h.,. for C, = 1.5 h, for c., = 3.0 h,,, for • c . „ „ , c . „ „ , = 1.0 N., } h, a h... c,,, = 1.0% } c h.. S h. < h,_ c,. = 1.5 h,,,. 1 h. z h,. US: 1- 800 - 879 -8000 / www.us.hiltl.com I Hatl Product Technical Guide 2002 I Canada: 1 - 800 - 363 - 4458 / www.ca.hiltl.com 161 1•1111.T Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Influence of Anchor Spacing and Edge Distance f f (h,,, = minimum embedment) Load Adiustment Factors (Anchor Spate) f, Load Adjustment Factors (Edge Distance) f, Tensile/Shear Tensile f Shear f,. Spacing Anchor Diameter DiEdge Anchor Diameter Anchor Diameter s in. (mm) ®111111111111 in. (mm) '/. ' 'h j '/2 '/, '/. 1 1 '/, '/, I '/: '/, '/. 1 1'/, (29) .70 I 1 :„.__ 11 .. -+ 1' /, (29) .80 '': �� , - - - 1'/, ( 41) .83 1 .70 1 !:., "' :� 1'h 1 411 .97 I .80 I 50 '' .93 i .77 1 - ' =,r±_:n , � ®1 1.0 .89 I . - �f 2'/4 (57) 1.0 I .82 1 .70 :7 -7 2'/4 ( 571 1 .95 1 .80 1 67 . '- ''' 2' /: 641 .86 1 .73 ' ' : _ 2'/2 ( 641 MI 1.0 1 .84 _ ® - 2' /. 701 .91 I .77 I .70 t _ _� 2'/. 70) I 1 .89 .80 1 ' 31 .56 _ - _ 3 ( 83) NM 1.0 .83 .75 .70 (_ . 3'/. ( 831 .98 87 80 '~� ; 96 .67 r _ - - • 3'/4 951 MIMI .90 .81 .75 . 3 95) 1 1.0 .95 I .86 '- • ; 1.0 ® _ - ,: [ME] 1.0 .89 I .82 I.70 4'/2 1141 I 1 1.0 I .95 i .80 -- ; . • • • 1 .92 .67 .54 , 5 (1271 1 .95 .86 ! .73 ® 1 1 1.0 .84 1.0 .74 .61 1 .51 I} : 5'/2 140) MI= 1.0 1 .91 ! .77 5'/2 140) MIMIIIIIIMINI .89 =MM. .67 I .56 I 6 (1521 I I .95 .30 6 152) I I .93 .89 I .73 I .61 6'/: 165) MI I 1.0 I .83 61: 165) .11111.11111 I .98 .97 .79 I .67 ; . 7 (178) 1.1.11111111 .87 7 178) 1.0 1.0 .85 .72 8 (2031 I I 1.93 8 (203) 1 1 1 I 1 .97 .82 .59 9 2291 MIMI 1 I 1.0 9 229) MIMIMI I I 1 1.0 1 .92 .67 iiMi 1 I 10 (254) EMIUM0__-__ 1.0 .74 1 I 1 I 12 1305) 1 I 1 I I 1 I I I .89 1 1 I 14 (356) I 1 1 1 1 I 1.0 f, =0.3 S +0.40 f, ,, = 0.4 C +0.40 f„ =0.333 h, hr fors,>s>s for c,>c>c.,,, forc,>c>c.,_ Influence of Anchor Spacing and Edge Distance f f (h,,,,,, = standard embedment) Load Adjustment Factors (Anchor Spacing) f. Load Adjustment Factors (Edge Distance) f, Tension/Shear Tension f„ Shear f,, Spacing Anchor Diameter Dice Anchor Diameter Anchor Diameter in. (mm) ', I 111 '/, I '/. 1 1 in. (mm) 2 ( 511 70 �____ ■.:L; _ 1i 80 _ . 2' /. ( 571 J - .- � - .. 'EMI .85 I 7.....--,.....- _ - _I_ . -- .. - 2' /: 641 .78 I .70 - _. 2'l: ( 641 .90 I .80 1 _ ®r te __ ' ' - 2'/4 70) .81 .73 *~_._,__ ��_.' 2'/. ( 701 .95 .84 - ._. - , ... _ .31 .56 I . . - . 3'/4 ( 83) .89 I .79 I .. .. - 7 3'/. ( 83) 1.0 I .92 .; _ • 7 .96 I .67 r - : . 3'/4 ( 951 .96 .85 i .72 I 3'/. 1 95) 11.0 I .83 I ;_ - T. 1.0 I .77 .56 , - 4'/: (1141 1.0 .94 I .79 I .74 I _'_ _ ] I I .91 I .85 _.a .92 .67 .54 , _ EMMEig 1.0 .83 .18 .72 i _ Mff ] I 1 .97 1 .90 1 .82 • 11.0 MI .61 .51 5'/: (1401 MI I .87 I .81 .75 ; 5 140) MI 1.0 I .95 I .86 1 I .81 .67 .56 - 6 (152) I .91 I .85 .78 .70 6 152) 11.0 .91 .80 .89 .73 .61 6' /: (165) .96 I .89 I .81 1 .73 6' /: 165) I .95 I .83 I .97 .79 .67 7 (178) 11.0 I .93 .84 .75 7 178) I I 1.0 I .87 I 1.0 .85 .72 1 .52 8 (203) MI 1 1.0 I .91 .80 8 203) I I .93 I 9 (2291 I I .97 1 .85 9 2291 MIMIIMIMI 1.0 I 1.0 .92 1.67 10 12541 MI I I 1 1.0 I .90 10 (2541 I I I I 1 1.0 .74 12 (305) t I I 1.0 12 13051 I I I I I I .89 14 (356) ( I 14 (356) I I I I I I 11.0 16 (406) = 16 4061 I 1 _MIME 1 - 18 (457) I I r 18 (457) 1 I I • f,= 0.3 s +0.40 f,, = 0.4 +0.40 f,,=0.333 C h fors, >s>s„. forc,, >c>c.,. forc >c>c„. 162 US: 1- 800 - 879 -8000 / www.us.hittl.com I Hittl Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hiltl.com I • Anchoring Systems 111114IL. Fi Kwik Bolt II Expansion Anchor 4.3.3 4.3.3.4 installation Instructions Kwik Bolt II Length Identification System Stamp on Anchor I A B C D E F G H I J K I M N O P O R S T U V W X Y I I From 1-1/2 2 2 -1/2 3 3-1/2 4 4-1/2 5 5-1/3 6 6-1/2 7 7-1/2 8 8-1/2 9 9-1/2 10 11 12 13 14 15 16 17 18 Length of Up To _ Anchor But Not - 2 212 3. 3-12 4 4-1/2 5. 5-12 6 (02 7.. 8' 8-12 5 9- 1210': -if 12..;;13 14•. _ 15 '16 ' 17 X18: `1s (inches) lndudug . - �.. r' , ? f . Stamp on Anchor I AA BB CC DO EE FF GG NH II .1J IOC U. MM NN 00 PP 00 RR SS Ti UU W WW )0( YY 22 From 19 20 21 22 23 24 25 28 27 28 29 30 31 32 33 34 35 3e 37 38 39 40 Length of Up To . - Anchor. But Not 20 21 22 23 24 25 26 27 28: 29. 30' 31. •32 33 34- .:3$ 36'..'.9T : 40. 41 (inches) Inducting ID Length Identification Mark Kwik Bolt II (Stud Version) Installation Instructions tt .i of . te a �' �: � ' . /r.• .l i.•. � �=�: • !• • ,- 1r.�4�: • • - . , . ••••. 4 •• • •• T N • •........•• Atari !', oil ftcwl ;i, A • t . •I •• • 1 : �•• • � . ..:t :�• "•. “..` ".'•• ,. i• ••.. • 1. Hammer dnil a hole the same 2. Clean hole with blow out bulb. 3. Drive the Hilt Kwik Bott II far 4. Tighten to the recommended nominal diameter as the Hitt 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 future in place —the Kwik Bolt top surface of the focfre, using not available. 2 or 3 turns from II works in a "bottomless" hole, a Hitti 2 lb. hammer. the finger tight position to achieve proper anchor setting. Hilti Tamper Proof Nut (HTN) Installation Instructions . . . . . • • I • • . .* . ' ' 1/4„:.....L....) _....' ........":. .% I k t 1. Hammer drill a hole the same 2 Put protective sleeve and 3. Tighten the torque head with 4. Free turning protective sleeve nominal diameter as the Hitt tamper proof nut on Kwik Bolt ordinary wrench until nut and tamper proof fastener Kwik Boit II with or without the II so impact section (dog point) breaks away, leaving only remain. fixture in place. Clean hole is exposed. Drive anchor far the free spinning sleeve and with a blow out pump or enough into the hole so that at tamper proof fastenec compressed air. least six threads are below the top surface of the fixture. • • US: 1- 800 - 879 -8000 / www.us.hild.com I HUU Product Tedmical Guide 2002 I Canada 1- 800 - 363 -4458 / www.cahilb.com 163 IMILIIIIN'll Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Countersunk Kwik Bolt II Installation Instructions i 1. Drill \ 3. Thread 2 Clean o 6 i Post Nut . e completely I I onto anchor. Tap into hole "0. wow -;;', ,- :,‘'tif,;".iRISZ :‘,".: ,. .11.:" 7...:; -..- i' - , ".. •:-": 1 :- ; 4 , , ,.--•--- 1 .'r: ,`',a64 ....._,, .fm; , ,....,, T. , • -.4.::tr.• ti;; / ' . ." .- z' . ;L *- :. ::::-1 ` ,, L .., „-,,,,.., ..,.......„,.. _..,.., ,..„. -. :,.., ......: . . r* ',774::' –A_ , 't , ,,t, 4- „..t':f,'" : Z 2 ,1.'. - ;:;...'ii - ... ,-.... ,..: . .. . -...; • ...;.:'- ... , , v4•54. ;•;.! " f..4,: ,.. •- r... • - , I .,;• '0.:a-!'!"'-'3417 :..',:. •- ::- . -,- 1 .: -:- / ' a ... YeAkti*,. , .,,,, - ,, i - ; ,,, 7 17 1 ,_,:- . ., ..Z. ., Z.• ,-;':;-• , v .?" '17.'.5 I: ' - - -,: ."- r ' • ' -.: -. ..- . •.: ---- rt. .-. ,t , 1%,77•44.4.i•-,„ ..• ,€.•••• , ...• - v.. ; . ' 0. :. ......% 1:`,::, _ • - • •-■:-.. I 0 ': ', .;;;,.........; "."'• : • ;,;,. 1 ..."' .--. • ' j. . sifi: 4 ,. ..), • `•"'F'_51•74 4`..'04417 / f'; 1;,,,- i 0 2.: -.--.7: , -"' ' - . : .. -,- ' .. . :, . -. --,-:',..1..` ''.... • ... • . • ..,,,,, - ..-/ a , •: -. ••••••.. t • .••••••'ile. ' • ' Se•h-L,,..ta ' ' • N. 2, •w. •i;::, A:". s'erA • n, e-- — v s:----..;.-rw- ; --.. .' '.--:' •., - : . • ' - — ,-,.,..- , .. . .---- - •,, AI . ..... ,....•. .te:trif.....rwlit.',It if. ;1- • :1'4 - 7..! ..r:-....... , 1: - .=.--..■.-:%-; :: ' -. - '' ' • • . ,-. -• - ,•,:,--.--' ' ' .- 7. '.-- r't•-• . 4. Loosen screw 2 ..\,,...1 U 0 5. Tap-in again 8. Tighten J1J i --. i L.) on full _ I I turns I_ 1\ ) ,, . , .... .....,:,._1 .. u :,...._;...:,......1,m.,...:.... :....:..... .......:i:. 1...,..,•-i4,.. :.:). .:-.7.,. *". ' • ,- .......:7-,. ; ...-;;,...... , ,..."4 - ...:-.-:::.r..:J•7:.;;<.:4 - ....:17.: ... - -..: 7.. ':: -;... '......';', "..'s..",.-2Z-1' iis,V7 '-.• t::1 4,•,r. Tie . : ' . ,,..z. P - ' :::'').-.. ,, i■....; 1 ':::' ... . : . ..-' 7, ' '':;:.... .....: - .• ' ■ . ; ‘...7 : I : - .:.:. 1 74.4,5".; - :t"-, i•:4A- ..7"‹.‘4,,,i..."*ZA.,..; I , .orst N...4 V ' -%,- ' ...- . :.-"--;:. 7 ... ,- 1 , ':ei ! ";': 1 ;N: '...: ... 4' '.• ' • .: -:- - ... %:-'''. . : 7,4 ! .. . -s. . . ...'..e.,,ba. ••• ' "' . k.4 i 't '... -141444 , A: "..46..-"' ::.,_ , • ' ' . .7 '1..:;:: ... • : • -, , . %. e • ., „• .,.,. -..,:••<,. 9c t ;::-.4.7:-.i'. .:•' 7. - 1*.;, - ..,;:::' ,7 r, .:: ..:,..,..''' , ....!°.>,: ' " , -.. •,.. :::-... eht.'74 .4.....i •:.-...11-9.4 '.!:',;'..f: i.:: '.' ;.-: '. . -!..... '''.'''. - • ' '''!.- , L .'s ' ".-': '' ' ; L ' - "'"'" g"i• "7.4. ,:s•-;...•,. • - - z_l .:...:i:,... ,,,...., ‘...- - • ..-: ••z "..: . — ,,,,.,.....-„, :,,.--..--• .,..--... ,:,,,Ivt,,i..-,,,..,14,-.......z.v,...-i----...-..),..1Q:4.--. . iz- '-`4 4: 6'.: - -:';;I: -.1 ;•-'7: - • - •": -, - - ':••= . .;,; - ...' • • '.-..:- :.;.-- - • - .4 4.- .cra .- -, ..: • , ::•---7 '*:: A :4 ' -4.4-,.....! r_:) ..L....,•,--..--- .• , • • . -, . - -. - .,.;:- : ... - 7- --.. -..: ,, Kwik Bolt 11 Rod Coupling Installation Instructions :::;•..:...--,....:•;:::...;':.:,..?;%. .--:::,:".....,:::,::::-?' :: •'..1 ...., '..t - . ... 7; ;.:=' i: . ''..4 ; t - 'f' ." -;.:,:. , ,, ,:,,At ...,:.- -- -..::,...--..?.. .,-- ::: - '- s 4 s*: - 7 ..: : ;1:,... ... w•-k ... :r ." :: , ,.., , ::::..:f.:'-• •,....,-. : 7 • • 4•-..:::*. '. .-7, .,,... -... :- 1 . 111 1=1 1 a 0 rill I) I 2. Clean 3. Tap-in 1 4. Tighten 1 1 111 1111 i 11111 / Hilt Ceiling Kwik Bolt (HCKB) Installation Instructions . „ - ,_.•_, - k...... • ,-....... ••-... , ,_.:,. - , • .„....-...._ °-''.--,. i:::\° • czcci ° -,cr' ° l c. (.1 . c= cg, 0 ...,c3z .:.1--"Aci ---' -c- L., 7....,,.._. o --(\ . ‘,..._ • •-• a „......., 0: c . , . 0 • a 0,- C • '..- a "--- c- -..-/ 0 4. .. a U ..,e- • — 0 a (:)ac °° - 0 c c- --- ) ° -.) , , c 7,-- -. a ..., 7 ° ° .),.--1 .° 7 • p 0 0 _. ( ... ° U • fa 0 '......,\-i,' ' • --•.: • -.!: 0 722, .--CZ 0 ° C , C) ...-,--. ....,CZ 0 0 0 z C .,•-, 0 ° C) ID Z --■-.) ::: c \, C ..; ---, a 0 0 • c.. • .,.-..() a. --. .--'. 0 0 0 • o • 4:3 - Q s , a. ...'"... 0 O. 0 • 0 1 • s. . , u . 0 1 • 0 .) 4 .'''.• . ,=, ---..., ,•-•. . • ) 0 G •••"... --, • ''''s • • ...... r 0 ".-..., 0 . "'"• • IBA (1 ... ...—,„ 1. Drill • i 2. Tap-in Clt 3. Pry down- 4. Secure ward .• r . 164 US: 1-800-879-8000 / ww.v.us.hittl.com i HIttl Product Technical Guide 2002 I Canada: 1-800-363-4458 / www ca.nilti.com Anchoring Systems N♦`IT■I Kwik Boit H Expansion Anchor 4.3.3 4.3.3.5 Ordering Information sew = _ p) . i^..."irk Stud H ,... + oo Version c iiii i iiii Sad unite --Emma flied )aaiiiaiRIMIlle courarsunk Version � a 11 Rod Coupling I N 110111EMSEWS NCO Hilti Tamper Proof Nuts (HTN) Description Fits Bolt Size in. Embedment I Item No. Box Qty Use With Torque tt -lb ' 38 HTN 3 /e All 00071689 50 All 3/8" HKBII 23 12 HTN -M /2 >_ h.,,, 00071690 50 12" HKBII 40 12 HTN -SD 1 /2 ? h,,,,,, 00071691 50 1/2" HKBII 65 12 HTN -CSM V2 ? h,,,,, 00248311 50 1/2" HKBII 65 58 HTN -SD 5 /e a h, 00071699 25 5/8" HKBII 110 HTN Removal Tool Description I Item No. For HTH Size UM /MK HTN Removal Tool 38 1 00070973 3 /e HTN Removal Tool 1258 I 00260212 V2 Standard Conical ' US: 1.800- 879 -8000 / www.us.hittl.com I HMI Product Technical Guide 2002 I Canada 1-800- 363 -4458 / www.cahittl.com 165 11 Anchoring Systems 4.3.3 Kwik Bolt II Expansion Anchor Item Number Description Thread 1 304 316 304Staiiiess Carbon Diameter x Length Length Threads Box Carbon I Stainless Stainless Can Steel Sleet Steel Rod HCICB in. in. (mm) per Inch , Quantity i Steel ' Steel Steel Cotnkaustk' Cowrie stink' Coupling 1 /4 x 1 1 (19) 1 20 00045359 00230984 I — 1 — — — — 1/ x 2 (3/i? thread) ,' 7 /16 (11) 24 -- — 1 — 1 00045427 — — — 1 /4 x 2 1 3 /4 (19) I 20 00045360 00230985 00238483 I — — — 0029630 '/4x 3 ( thread) 1 the (11) ( 24 - -- — — 1 00045428 00045435 — V4 x 3 1 (19) 20 100 00045361 00230986 1 00238484 — — — 1 /4 x 4 (she" thread) i me (11) 24 -- I I -- 00045429 — — 1 /4 x 4Ih 1 3 (76) 1 20 00045378 00045404 — — — — 1 /4 x 5 (3hs" thread) 1 /14 (11) 1 24 I — — 00045431 — — 3 /e x 2 , 7 /e ( 22) 00045362 ' 00230394 — 00045431 — 00045438 3 /a z 3 We (28) 00045363 00230395 1 00238486 1 00045432 — 1 (44) 16 00331952 ' 00331962 — — — 3h x33/4 1 (28) 00045364 00230396 00238487 — — 2 /2 (38) 00331953 00331963 — — — 3 /e x 4 (she" thread) i 9 /u (15) 1 18 -- -- j — ! 00045433 00045436 3/e x 5 We (28) 00045365 ' 00230397 — 00045434 3 (82) 16 00331954 00331964 — — 3 /e x 7 14 (101) 00242538 00045405 — 1 h x 23/4 4 11 (32) 50 00045366 00229232 1 — / x33/4 1 (32) 00045367 1 00229223 f 00238491 2 (57) 00331955 00331965 — 1 /2x 4112 1 (32) 13 1 00045368 00229077 00238493 3 (76) 1 00331956 , 00331966 — 1 /2 x 51I2 11 (32) 00045369 00229234 00238492 3 (76) 00331957 ; 00331967 — 1 /2 x 7 4 (101) 00045379 00229235 — sh x 3 1 1 (38) 00045370 00045394 1 00045475 5 /e z 43/4 1 /2 (38) 00045371 00045395 00045476 2 (63) 25 00331958 00331968 — 5 /e x 6 1 1 (38) 00045372 ! 00045396 00045477 VI x 7 1 (38) 11 00045373 — — 4 (101) 00331959 -- — s /e x 8 3 (89) 00045380 00045407 — 5 /s x 10 1 4 (114) 00045381 00045408 -- 3 /4 x 43/4' 1 (38) j 00045374 ! 00045398 00045479 2 /z (63) 00331960 00331969 -- 20 3 /4 x 5112 1 (38) 00045375 00045399 00045480 3 (89) 00331961 1 00331970 -- 1 (38) 10 1 00045376 00045400 j 3 14 x T 41h (114) 00332044 - -- J — 3 /4 x 8 1 (38) 10 00045377 ! 00045401 j — 3 /a x 10 -- — - --- ---- I — 41/2 (114) 00332045 ! 00045409 00045490 3 /4 x 12 1 4 (114) 1 0004 00045410 I — 1 x 6 1 2 (57) 00045412 1 00045402 1 00045483 1 x 9 1 2 (57) 8 5 00045413 00045403 I — 1 x 12 1 41h (114) 00045416 00045411 I t — 1. viral 2' 0.0. washer. 2. Round Post Nut heads available on special order. Contact the Hiltl Customer Service Department for details. 166 US: 1- 800 - 879 -8000 / www.uthlltl.com I HIM Product Technical Guide 2002 I Canada~ 1-800- 363 -4458 / www.ta.hilticom SPRINKLER HEADS Bulletin 153 Rev.0 co MI Reliabid Mode! F3 Dry Sprinklers , CO CD Features 1. The Model F3 Sprinkler utilizes Belleville Spring Closure Technology } - ;• � : a 2. Styles available for Model F3 Dry Sprinklers: �• *- ='�"� • Pendent ; ' ; - .. „ , , • Recessed Pendent ...;,,,..1, , - s • Concealed , t s • Horizontal Sidewall R t `� _ , • Recessed Horizontal Sidewall . 3. 1'/2' (38mm) escutcheon adjustment on pendent • • "" f ,- : = '."- sprinkler. Concealed - 4. 1' (13mm) escutcheon adjustment on recessed ? - ,.- . sprinkler with push -on /thread -off FP Model . escutcheon ring. .'t ; -'... • • 5. Ye" (9.5mm) cover plate adjustment on concealed - " - '' 7. sprinkler with push -on/ thread -off CCP cover. , . _ :-- . ' - -- 6. Attractive appearance. Employs 5mm frangible - _ ..) ! - glass bulb and galvanized nipple.' •; 7. Lengths available to accommodate installation - • dimensions from 2" - to - 48" (51 mm - to - — - - 1219mm), in 1/4" (6mm) increments. - • 8. Available in a variety of plated and painted finishes. Recessed Pendent --7 . 9. U.S. Patent Numbers 5,775,431 and 5,967,240. `} T " Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus). Style i Response 1 Sprinkler Hazard I «" ; . a ' System Type Pendent l iRecessed Pendent 1 CCP Concealed .r (R53ta) Wet Pipe Light • Standard Dry Ord inary ; Pendent , Honzontai Sidewall All Preaction Recessed Honzontal Sidewall 1( R5334) 1 1 2. Certified by FM Approvals Y R Style I u System Wilkie' Type Hazard 1 1 la Pendent j ! Wet Pipe Light Recessed Pendent Ordinary, CCP Concealed ! Standard Dry Pipe Grous `77 t ire (85314) i All Preacnon 182 Horizontal Sidewall Wet Roe lir Recessed Honzontal Sidewall i Standard Dry Pipe Light (P5334) All Preacton /, 3. NYC MEA 258-93-E Horizontal Sidewall The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York10552 Model F3 Dry Pendent Sprinkler "A" Dim. ' 2" to 48" (51mm to 1219rrrn) in 1" f6mm) increments 1 --- `--- ---- "' Finishes'" -- r - 1 I I Sprinkler ' Escutcheon �- — I ii-- Bronze i Brass .___, L _� Chrome Plated 'Chrome Plated s T. :White Painted`' White I Lead Plated `" r.., 1- tan ; Wax Coated ° "" I 1 2 '/°- °'° Wax Over Lead i Other finisnes and colors are available on special order. Consult i . ° 1/ / .4' ( "019° "'PP 4 i factory for details. -I 1/4' (- 31.75rmw1 (42.47hin1 11111 rte1 2 1 'White painted sprinklers will have chrome plated can. ' swk+d. co" . y t /4• (st.�) °' 155 °F (68 °C) to 200 °F (93 °C) rating only. - '' 212 °F (100 °C) brown wax may be used on 286 °F (141 °C) sprinklers E" I �,. .� '/' 1 wnen maximum ceiling temperatures do not exceed 150 °F (66 °C). wh.t+".N Standard Temperature Ratings N - (.� 5/S Sprinkler , qi l Temperature Max. , Bulb I Classification Rating I Ambient Temp. Color ' //4" ( 1 r a. Ordinary 135°F (57 °C) 100°F (38 °C) !Orange (78 "'°°" • Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 200 °F (93 °C) 150°F (66 °C) Green ,High I 286 °F (141 °C) ; 225°F (107°C) Blue Sprinkler Can and escutcheon fabricated of brass for better weather resistance in exterior applications. Note: The sprinkler Can protrudes 1/4" when escutcheon Sprinkler Guard: Model C -2 is in nominal position. Escutcheon adjustment provides +'/4" ( +6mm) to -1 ( -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. 3Yy' to 48" (89 to 1219irnl in ' (6rrn) increments j 1 1 1 Finishes' - + - - -, -- __, I Sprinkler ' Escutcheon y - - - + _+_2.._ - - 4- Bronze Brass ___ Chrome Plated 'Chrome Plated y ^ ~ ' White Painted White = - • s,w.", r°° ') Other finisnes and colors are available on special order. -- Consult factory for details. Cup remains unfinished. 1" WV Only the escutcheon will contain desired finish. (6340nen) isi 2 I/2' o. Standard Temperature Ratings b. si / 2 t9 /6s' 04. III Sprinkler Max. ' ( :exmm1 (ses.."�"1 IIII Temperature i Ambient Bulb — rims PD°i'i0" Rating Temp. Color a r xuw,.at UI Classification Famontis Ordinary 135°F (57 °C) ;100 °F (38 °C) Orange co Ordinary 1155 °F (68 °C) 100 °F (38 °C) Red r c.a,te Intermediate !200°F (93 °C) 150 °F (66 °C) l Green ` — ' r' Ike (13...35nen] i -1 L 1l��illil � Hi ;286°F (141 °C) 225'F(107°C) 'Blue ��� Sprinkler cup and FP Escutcheon fabricated of steel and Eacutonsen AsIketevent J recommended far interior applications. 1 /4 ° (1125.1 s 7/12- __ j WOW r,°ww°" +rop stment (St.7e1°"1 'L steel aria Cert Pied only oy cULus. I/2 i 1 Told Sprinkler Installation Wrench: Model G3 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 I "A" Dim. 3/." to 48" (89mm to 1219rrm) in '/4" (6mm) increments CCP Cover Plate" Finishes ,___��___, Standard Finishes I Special Application Finishes i _ r _+ _ + + 1 Chrome Plated ! Bright Brass Plated 1 1 r ) I j "' !White j Black Plated ‘- - -1 � • _ fi Black Paint I s r« Off White I 1 Satin Chrome — ti) plate ,• sin the /" cover late with "tot ac;ustment. i (2) Other finisnes and colors are available on special order. I 2 1/2' Dee. Consult factory for details. j (63Smm] • A' Dimension MOM '. Ceiuiq Standard Temperature Ratings I "±" /1s' 2 19/64' Dia. (24.76mm] [ 34 nin'i Sprinkler 1 Nominal Position Temperature Cover Plate Man. Ambient ! of Cov.rplote II !Classification Rating Temp. Rating I Temp. Weeder Cup Mostrasty 'Ordinary 135 °F .(57°C) 1135 °F (57 °C) j 100 °F (38 °C) Ordinary 155 °F (68 °C) 1135 °F (57 °C) 100 °F (38 °C) , 1 — ; —� A a c° ", ° ' e1i Intermediate 200 °F (93 °C) 165 °F (74 °C) 150 °F (66 °C) �--� -L " '`'� i High' 286 °F (141°C) 1 &"9 L1 � 164 °F (74 °C) 150 °F (66 °C) I _ 1e :6;71i".27 _ 3/16' [ Adjustment Sprinkler cue fabricated of steel and CCP Cover Plate fabricated of cor.rvt. men] J brass and recommended for interior applications. 3/16' [s 76.rn] c..... .t. Adjustment 3 5/16' No. ' Listed and Certified only by cULus. ' 3/6' [9.53mm] [64.13mm] '6'OU Tstst Wi"etrnent Sprinkler Installation Wrench Model G3 R/C Sprinkler Wrench Sprinkler Note: Do not install the Model F3 CCP Pendent prinkler 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 1219mm) in '/2" (6mm) increments I Finishes" ' 'n' [ j Total Adj"etmenl . i Sprinkler 1 Escutcheon 1 I ' ; r.. — c.r.� — — Bronze i r "' i r.. .. .. •- -- - -• ! ;Brass i .1: t '' I Chrome Plated j Chrome Plated i 'Li C-1 12" [,o. „ 1 White Paintea'' White l I r t ia t n o ' An j merit �" 1" Senate r.. - 1 +{ r-- t/ (636nrn) Other finishes and colors are available on special order. tx,n °n.°n Ad;nwn.■ Consult factory for details. t SIR I I, r 2 3/3z ' White painted sprinklers will have chrome plated can. �' �' [sllamm] f • - 1 ' I ll!` I ' " Standard Temperature Ratings �k ", �i111111111 _____ _ . I . _ _ _ 1 (131°-"I ' Sprinkler i ; j • - T Temperature j Max. Ambient I I I : t /e• NI. [ I e Classification Rating Temp. Bulb Color ! °l I '^) 1/4' [6.36mmi Ordinary 1135 °F (57 °C) 1 100 °F (38 °C) Orange Sohn.t« Con J °ietnstai Ordinary 155°F (68 °C) 100°F (38 °C) Red , - A • INmennee I Intermediate 1200 °F (93 °C) 1150 °F (66 °C) Green "°^"' Nomnnc$ Position "" n 1 286 °F 141 °C , 225°F 107 °C Blue es.r_ /�� ('63Ywn of Escutcheon Hi g ( ) ( ) 0 I u... / [- 3t.7smmj Sprinkler Installation Wrench: Model G3 Sprinkler Wrench. Note: The sprinkler Can protrudes 1/4" when escutcheon is in nominal position. Escutcheon adjustment provides +'/." ( +6mm) to -1'/4" ( -32mm) "A" Sprinkler Identification Number (SIN): R5334 dimension adjustment range. 3. 1 1 Model F3 Dry Horizontal Recessed Sidewall Sprinkler "A" Dim. • 31/2' to 48" (E9mm to 1219m) n' /." (Earn) inua, la its Finishest r F-,Tiq ••-, Sprinkler !Escutcheon L--r r- 1 J/ 21 I Bronze ;Brass Escutcheon 1 tx1".,,1 I Chrome Plated i Chrome Plated f ': . r • [w,.1via White Painted !White Syrians Tee Cuts i ;l It' "'Other finishes aria colors are available on special order. Consult r pvr i factory for aetails. I Sprinkler's Can aria FP Escutcheon are fabricated of steel for better tlu�{ it '� 3 1/32- EL ` weather resistance in exterior applications. = '•' l 2 19/114 J LI Standard Temperature Ratings I lt Censeneion Adjustor.* env. I Esevienrow MeMt"wt Max. Bulb 111.11908 l Classification Temperature Rating I Ambient Temp. Color (. --Of Ordinary 1135 °F (57 °C) 1100 °F (38°C) Orange jOrdinary 155°F (68 °C) 100 °F (38 °C) Red ( Intermediate 1200 °F (93 °C) 150 °F (66 °C) Green High" 286 °F (141 °C) I 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: 'h" (15mm) Specify: Thread size: 1" NPT per ANSI 82.1 1. Sprinkler Type (select one): Working Pressure: 175 psi (12 bar) (a) Model F3 Dry Pendent Nominal K Factor - US / (Metric): 5.6 / (60) (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 B2.1 [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. 1 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 on drop nipples to the sprinklers. The "A" dimension of a dry sprinkler, which extends into freezers from wet pipe systems, should be selected to provide at least 14" (356mm) between the freezer's outside wall or ceiling and the wet pipe line. 1. Cut the specified size hole (see illustrations) for the ;;1:;:; sprinkler in the ceiling directly in line with the tee. 2. Appiy pipe joint compound to the 1" (25mm) pipe threads and install sprinkler using the Model G3 or G3 R/C Sprinkler Wrench as specified. 3. Install the Model FP push -on / thread -off escutcheon or • CCP cover plate if required. Fig. 1 - 33 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 - 41 1 • The Model G3 R/C Wrench (Fig. 1) is designed to locate on the wrenching pads of the Recessed • sprinkler while centering in the cup. A standard 1 /f 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 r 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 should 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 dust by using a soft brush or gently vacuuming. Remove any sprinkler which had been painted (other than factory applied) or damaged in any way. A stock of • Roune,a spare sprinklers should be maintained to allow quick R: o ; ° � replacement of damaged or operated sprinklers. Prior c." to installation, sprinklers should be maintained in the wrench 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 4 I , 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 to be installed in accordance with me latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations aria 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. aria 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. Recyc,ed R (800) 831 -1558 Paper Sales Office (800) 848-6051 Sales Fax (914) 668 -3470 Corporate Offices Revision lines indicate updated or new data_ www rel,able son nk ler. corn Internet Address E.G. Pmtea, U.S.A B/OJ. PM 9999970148 Bulletin 117Rev.Q co Reliabld Model Fl Model Fl Recessed Standard Response S • rinklers o The Designe Model F1 Sprinkler Standard Upright t i' ` Standard Pendent E xtended Coverage Pendent C ' . IA onventional `'°`_" Vertical Sidewall -" Horizontal Sidewall Upright Pendent - HSW 1 Deflector Horizontal Sidewall Extended Coverage r - EC-6 Deflector W . The Designer Model Fl Recessed Sprinkler Recessed Pendent � . Recessed Extended Coverage Pendent € Recessed Extended Coverage Horizontal Sidewal Vertical Sidewall Conventional Approval Organizations 1. Underwriters Laboratories Inc. - � — �1 , 2. Underwriters' Laboratories of Canada 1 ,,R- -: # 3. Factory Mutual Research Corp. I --.4 =: 4. Loss Prevention Council .- 5. NYC BS &A No. 587-75-SA Horizontal Sidewall Recessed Pendent 6. Pleniere Assemblee 7. Verband der Schadenversicherer • 8. NYC MEA25893E -4 '� UL Listing Category ' " , A v � r , • Sprinklers. Automatic & Open (VNIV) V �y ' • Product Description Extended Coverage Recessed Extended _ The F1 Glass Buib Sprinkler combines the durability of a Horizontal Sidewall Coverage Horizontal standard sprinkler with the attractive low profile of a decora- Sidewall tive sprinkler. Whether installed on exposed piping or in an t j i office ceiling, it is functional and attractive. The Horizontal and Vertical Sidewall Sprinklers provide an equally attractive appearance when ceiling piping cannot be used. i Beautifully versatile is the description for the Reliable �� Model F1 Recessed Designer glass bulb sprinkler. Re- =:, cessing The Designer enhances its already low profile dec- orative appearance, and facilitates a rapid and perfect Extended Coverage Recessed Extended installation. Pendent Coverage Pendent Model F1 Recessed Designer's escutcheon is highly ad- At normal temperatures, the glass bulb 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 be seen as a small bubble. As heat is applied, the later be removed without shutting down the fire protection liquid expands forcing the bubble smaller and smaller as the system, thus facilitating maintenance of above ceiling ser- liquid pressure increases. Continued heating forces the liq- vices. uid to push out 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 l Sprinkler temperature rating is identified by the precisely manufactured glass capsule. This glass bulb is color of the glass bulb capsule as well as frame color where specially constructed to provide fast thermal response. applicable. • The Reliable Automatic Sprinkler Co., Inc, 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model Fl Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench 4 tit I s i ^3 1. r. ii 1 I Upright Pendent Conventional Upright (2) Installation Data: Nominal Sprinkler Nominal Thread K Factor i Sprinkler Approval Identification Orifice Size I Height Organization Numbers (SIN) 1 US Metric I Upright I Pendent Standard- Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position 'h" (15mm) ' /z" NPT (R' /z) • 5.6 80 I 2.2" (56mm) 1,2,3,4,5,6,7 I R1725 I R1715 ' %' (20mm) 3/4" NPT (R3/41° 8.0 I 115 2.3" (58mm) I 1,2,3.4,7.8 j R1722 R1712 L Yz" (15mm)'`I Y" NPT (R'/2) 5.6 80 • 2.2" (56mm) 7 R1795 { R1705 '' /..2 (20mm)` 4) 3/4" NPT (R /.) 8.0 115 2.3" (58mm) ! 7 R1792 R1702 4 " (11mm) '/2" NPT (RY/) 4.2 60 2.54" (65mm) 1,2,8 ! R1723 i R1713 5" (10mm) /z" NPT (R1/2) ' 21(31 2.8 40 2.54" (65mm) 1,2,8 R1721 R1711 10mm XLH R 2 e I 4.2 60 56.1 mm 4.6,7 R1724 ! R1714 Conventional Install in Upright or Pendent Position 10mm XLH R Yaa 4.2 60 56.1mm l — R1774 . 15mm 1/2" NPT (R1/2) ' 5.6 I 80 56.1mm 4,6,7 I R1775 20mm ' /a" NPT(R /4) 8.0 ! 115 58.1mm ! 4,7 R1772 I't LPC Approval up 286 °F (141°C) 12) Small Orifice identifiea by a pintle extenomg beyond the deflector. 13) FM Approval for SSU only, up to 200 °F (93 °C). (') VdS Approval for Intermediate Response 155 °F (68 °C) only. 2. 1 • Model Fl Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench • _ 2 VA' Z 127....1 `- r ryrr aw —+ 1•f • I 2u@ �� 7L COLIN - -- --- �( 2s«... w r2.71r1 t 1 � _ ' �� mE AGM, SIMM411. " ' I rl'•f :; _r� LX 1.,,,,, 4 i F1 Recessed nwr (3 r (26•..r1 1 17/0012 2 27 /U' OM . la When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Installation Data: ( Nominal Sprinkler Nominal Thread K Factor Sprinkler Approval identification • Orifice Size I US Metric Height Organizations Numbers (SIN) ;" (15mm) ;• NPT (RA) 5.6 I 80 2.2" (56mm) j 1,2,3",4,5,7 I R1715 ",," (20mm) y,^ NPT (R?;) 8.0 1 115 ; 2.3" (58mm) i 1,2,3",4,8 R1712 I . 1 i ;" (15mm) I ," NPT (RY,) [ 5.6 I 80 I 2.2" (56mm) i 7 R1705 ",," (20mm)` ` j y" NPT (R?:) 8.0 I 115 2.3" (58mm) I 7 R1702 '!." (11 mm) 121 I ," NPT (R1/2) ! 4.2 I 60 2.54" (65mm) I 1,2,8 R1713 '.' (10mm) i � ) I ;" NPT (R' /2) I 2.8 I 40 I 2.54" (65mm) 1,2,8 R1711 10mm I R j 4.2 I 60 I 56.1mm I 4 R1714 " FM Approval • Light Hazard - No Limitations. • Ordinary Hazard - Groups 1 & 2, Wet Systems only. (2) Identified by a pintle extending beyond the deflector. 171 LPC Approval is XLH, OHt and OH!! Occupancies only, 57°C through 93 °C ratings. I " ) VdS 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 S rinkler Nominal Thread K Factor Sprinkler Approval p Orifice Size Height ! Organizations Identification /2" US Metric ! Numbers (SIN) 4" (15mm) (R 2) i 5.6 80 I 2.2" (56.1mm) 1,2.3,4' 6 ,3 R1 (1) LPC Approval is pendent only, 57 °C through 93 °C ratings. Sprinkler Deflector to Type Ceiling Distance (Min. - Max.) Upright 4 - 12 "(305mm) Pendent i 4"(102mml - 127305mml • Model Fl Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model 0 Sprinkler Wrench '' T • Horizontal Sidewall Installation Data: Nominal Approval Organizations Nominal Thread K Factor Sprinkler pp g Sprinkler Length Identification Orifice Size Len 9 Light I O rdinary Numbers (SIN) US Metric Hazard Hazard 72" (15mm) '/ NPT (R1/2) 5 6 30 i 2.63" (67mm) 1,2.3,5 I 1.2.5 I R1735 Note: UL ano ULC listing permits use with F1 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 1 �" Installation Data: \ ( ii di Nominal . Temperature S K Factor Sprinkler `� Nominal Thread Sprinkler Approval ' - Orifice ' Size Height Organizations Rating Identification US Metric, °F 1 °C Numbers (SIN) I '', ' (20mm) '," NPT (R 8.0 115 22" (56mm) I 1,2,8 135; 1551 57: 68 R1742 Extended Coverage 15mml NPT (RY/) I 5.6 80 2.2" (56mm) I 1,2,8 1 135; 155 i 57; 68 R1745 Pendent COVERAGE AREA i Pressure Flow Rate Nominal Max. Area Width x Length K =8.0 (115) 1 K =5.6 (80) 1 . qpm L/min psi I bar 1 psi I bar i ft. x ft. I m x m 26 i 98.4 : 10.6 j 0,7 I 21.6 1,5 16x16 4.9 x4.9 . 33 : 125.0 i 17.0 ! 1,2 34.7 2,4 18 x 18 5.5 x 5.5 40 1 151.4 . 25.0 1 1,7 510 . 3,5 20x20 6.0 Model Fl Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model RC1 Sprinkler Wrench r """ ...7" Approval Type: Extended Coverage - Light Hazard Occupancy °"-7 ,,,,$. OA - r 1 " x I,4 - •RARO► I J fl. r 'l,"w' 1/7" 4 0.2021 IMR "T71, r ''' � 1 15 .. - I r1 i . - 1/4.!��. ci 'J _ \,L Extended Coverage _ _ �'" ..] Recessed 1 , uy. I 7 :7/]7' w .. r>rs,.. -I "' When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Installation Data: Nominal Temperature Sprinkler Nominal Thread K Factor Sprinkler Approval Rating Identification Orifice Size US ! Metric ! Hei , Organizations F c 1 ( ) Numbers SIN ;," I 20mm1 ti - NPT (R 8.0 1 115 2.2' (56mm) 1 1,2,8 1 135; 155 1 57: 68 I R1742 : • ' t 5mm) • NPT (R'h) 5.6 1 80 I 2.2" (56mm) 1 1.2,8 I 135; 155 1 57; 68 I R1745 ' COVERAGE AREA Pressure Flow Rate Nominal Max. Area Width x Length K =8.0 (115) K =5.6 (80) qpm L/min ' psi bar psi bar 1 ft. x ft. ' m x m 26 98.4 10.6 0,7 21.6 I 1,5 16 x 16 4.9x4.9 ' 33 125.0 I 17.0 1 1,2 1 34.7 2.4 18 x 18 5.5 x 5.5 40 1514 ' 25.0 1,7 1 51.0 I 3,5 20x20 6.0x6.0 • 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 V Extended Coverage Horizontal Sidewall Installation Data: Temperature Sprinkler l Nominal • Thread K Factor Sprinkler Approval Rating Identification Orifice Size Height Organizations US Metric °F °C ,Numbers (SIN)1 „� I 135 (5mm bulb) 57 (20mm) ' NPT(R'/.) 8.0 115.3 2.75 (70mm) 1,2,8 R1762 ! 155 (3mm bulb) 68 I COVERAGE AREA Max. Area Deflector to Flow Rate Pressure Width x Length Ceiling Dimensions (Min. - Max.) gpm Umin psi I bar ft. x ft. m x m 36 136.3 20.3 1,4 16 x 22 � 4.9 x 6.7 4 *(102mm) - 6 "(152mm) 39 I 147.6 23.8 1,6 16 x 24 4.9 x 7.3 4*(102mm) - 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 ' 15/1r r 1 / . (sir 4' r0 Il (101.644.44 TO 151..44.44J � .• nog soma cowur 1 -- _ -4- -1 y in „„s. 15/1r a. 1 II — L J Recessed Extended Coverage ) Horizontal Sidewal ACCO.R1� l .A L. .0 ar � r u,r . (57.2.41( (� .�YS,ltivr(I) u (11,44."( "'When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Installation Data: Nominal ' Thread Temperature Sprinkler K Factor Sprinkler Approval Rating Identification Orifice � Size Height Organizations ' Numbers SIN U S I Metric ! ! °F i °C ( ) i (20mm) ; 3' I " NPT (R3/4) 8.0 I 115.3 1 2.75" (70mm) . 1,2.8 I 155 I 68 R1762 COVERAGE AREA Max. Area Deflector to Ceiling Flow Rate Pressure Width x Length Dimensions (Min. - Max.) gpm 1../min ' psi i bar I ft. x ft. I m x m lI 36 136.3 I 20.3 I 1,4 I 16 x 22 1 4.9 x 6.7 41102mm) - 6 (152mm) I 39 147 6 ' 23.8 i 1,6 ! 16 x 24 4.9 x 7.3 41102mm) - 6 (152mm) j • 7. Model Fl & Fl Recessed Sprinklers Maintenance Application The Models Fl and Fl Recessed Sprinklers should Model Fl and Fl Recessed sprinklers are used in fixed be inspected quarterly and the sprinkler system main - fire protection systems: Wet, Dry, Deluge or Preaction. tamed in accordance with NFPA 25. Do not clean sprin- Care must exercised that the orifice size, temperature rat- klers 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. to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be Installation maintained in the original cartons and packaging until Model F1 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 Fl Recessed Sprinklers are to be installed Temperature Ratings with a maximum recess of 3 /4 inch (19mm). The Model Fl ' Sprinkler I Maximum Ambient Escutcheon illustrated is the only recessed escutcheon to Classification Temperature ' Temperature Bulb be used with the Model Fl Pendent and EC Sprinklers. The I : °F °c j °F I °c Color use of any other recessed escutcheon will void all approv- ' Ordinary I 135 57 100 38 Orange als and negate all warranties. When installing Model F1 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 286 141 225 107 Blue Extra High i'l , 360 182 f 300 149 Mauve Glass bulb sprinklers have orange covers to protect the 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 1 Escutcheon Bronze ;Brass Chrome Chrome Ordering Information White Polyester Coatedd' I White Painted Specify: Special Application Finishes 1. Sprinkler Model Sprinkler i Escutcheon 2. Sprinkler Type Brignt Brasse" Bright Brass 3. Orifice Size Black Plated" Black Plated Black Paint' "" Black Paint 4. Deflector Type Off White 71° Off White 5. Temperature Rating: Satin Chrome Satin Chrome Lead Plateo'""' Specify Bulb Size when ordering wax CoatedL' Model F1 EC HSW Sprinkler. Wax Over Leao ")" 6. Sprinkler Finish ` "Other colors ana finisnes are available on special order. Consult factory for details. 7. Escutcheon Finish (where applicable) 4 200°F (93 °C) maximum. r 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 approved for 10mm and 15mm sprinklers only. 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 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 80 years. and are installed and serviced by the most highly Qualified ana reoutabie sprinkler contractors located throughout the united States. Canada and foreign countries Manufactured by The Reliable Automatic Sprinkler Co., Inc. R eIiabkd (800) 431-1588 Sales Offices PION (800) 848 -6051 Sales Fax Revision lines indicate updated or new data. (914) 668-3470 Corporate Offices www.remblespnkbr.com Internet Address EG printed in USA. 12/03 P/N 9999970011 Bulletin 110 Rev.R Model G co C ® Automatic Sprinklers Spray Upright Spray Pendent o And Conventional 50 Product Description The Reliable Model G Automatic Sprinkler utilizes the center strut solder in compression principle of _ =--a construction. The fusible alloy is captured in the cylinder of the solder capsule by a stainless steel ball. r „ \,, When the fusible alloy melts, the ball moves into the ' r ' - 1 cylinder allowing the cylinder to fall away from the I "'�i sprinkler. When this happens, the lever is released to I spring free from the sprinkler so that all of the operating - parts clear from the waterway allowing the deflector to i 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 if i�� 11 for decorative purposes. All sprinklers are individually hydrostatically tested. • -41- All sprinklers are identified as to their fusing point by • '. markings that appear on several of the operating parts tom and by an identifying color that appears on the frame. 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 Conventional — This deflector configuration is used pri- uniformly filled with water in the form of small drops or mariiy in those countries where the LPC installation rules spray. At a sprinkler height of 10 feet (3m), a circular area of approximately 20 feet (6.1 m) 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 authority 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 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 Sprinkler Identification Sprinkler Number (SIN) Sprinkler Type US Metric Height Approvals SSU SSP Standard - Uprignt (SSU) and Pendent (SSP) : Deflectors Marked to Indicate Position 1 2 ° (15 mm) Standard Orifice with 2" NPT (RA) Thread 1 5.62 81.0 2'B" (73 mm) 1, 2, 3, 4, 5, 6, 7 R1025 R1015 7;e" (11 mm) Small Orifice with ; z" NPT (RA) Thread 1 4.24 61.0 2 ';" (73 mm) I 1, 3, 7 R1023 R1013 : (10 mm) Small Orifice with ,v," NPT (RA) Thread 2.82 40.6 2 /," (73 mm) 1, 2, 3, 7 R1021 R1011 %," (8 mm) Small Orifice with y," NPT (R2) Thread 1.98 28.5 2'e" (73 mm) 1, 3, 7 R1022 R1012 '',_" (20 mm) Large Orifice with 2" NPT (RA) Thread I 7.96 114.7 i 2 .'e" (73 mm) ! 1, 2, 3, 7 R1026 R1016 „" (20 mm) Large Orifice with ;° NPT (R3;)Thread I 8.20 118.2 2'Ye (75 mm) 1, 2, 3, 7 R1027 R1017 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 Tnread 4.10 59.1 73 mm 4, 5, 6 R1024 R1014 Conventional — Installed in Upright or Pendent Position I I 10mm XLH with 10mm Thread 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 (R);) 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 °F ; °C °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 parts. 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 j Approval Organizations Bronze —All Temperature Ratings 1 1. Underwriters Laboratories, Inc. • Chrome i —All Temperature Ratings 2. Factory Mutual Research Corporation White —All Temperature Ratings 3. Underwriters' Laboratories of Canada Onl Frame and Deflector are Painted 4. Loss Prevention Council s•ecial A. •lication Finishes 5. Pleniere Assemblee 6. Verband der Schadenversicherer eV Bright 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 I (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 (2) l —Only frame and deflector are coated. Lead Plated —165 °F (74 °C), 212 °F (100 °C) and 286 °F(141 °C) Temp. Ratings. Ordering Information Wax - Coated 13) —165 °F (74 °C) Clear Wax, 212 °F (100 °C) Brown Wax. Specify Wax- Coated Over 1. Model G Lead Plated (3) —165 °F (74 °C) Clear Wax, 212 °F (100 °C) Brown Wax. 2. Deflector • Upright 1 Other colors and finishes are available. Consult factory for details. • Pendent 121 UL listed and NYC MEA Approved only. • Conventional 131 212 °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 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 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. Re ''ab'a (800)84-058 Sales Offices ." bred" bred" (800) 848 8 66051 Sales Fax Pilo (914) 668 -3470 Corporate Offices Revision lines Indicate updated or new data. www reiiabiesprnkkr.com Internet Address Ec. Printed °, U.S .A 4.3 PM 9999970006 SPRINKLER VALVES IPS CARBON STEEL PIPE ,� O. ictaulic d FIRE PROTECTION VALVES Series 705W FireLock' Butterfly Valve With Weatherproof Actuator PRODUCT DESCRIPTION For 300 PSI Service The Series 705W butterfly and FM .Approved for 300 PSI able with a' /4" NPT supply 1 valve features a weatherproof (2065 kPa) service. Flow per- side tap designed to allow . AL actuator housing approved for formance exceeds UL Soecifi- direct water supply connec- indoor or outdoor use. It has a cation 1091 and FM Approval Lion to Victaulic FireLock actu- �: ductile iron body and disc with Standard 1 l 12. ated fire protection valves. See y • EPDM disc coating. The body separate drawings below. This . + is coated with a heat fused Weatherproof Actuator is an optional feature and must �� -, # Supervisory switches for pplyphenylene sulfide blend to valves are available 2'k 12" be clearly noted on all orders. meet FM requirements and Contact Victaulic for addi- 2'/ - 6" Sizes the new coating requirements 173.0 - 323.9 mm') pre -wired tonal information on tapped for the 5th edition of UL -1091. (PW). valves. ® ® For fire protection services. Supply -side Tap Request vIcauYd Senes 705W valve is UL Listed Series 705W valves are avail - 8 - 12" Sizes puti cis'°" 10.01 fbr dr ". -- DIMENSIONS 0 o _ Dia. Z ^- • B s _L ; ~ � 0 e / O i I I 'M1 NPT � G - -J Sums, Tao I t! NI .. -iv Pf 1 ..- H -- vi t A - .I Series 705W Series 705W with Tap SIZE Dimensions - InchesImuimeters App Nominal In. E to E Hgt Wgt Ea. Act.uaI mm A B C 0 E F G H I J I K L 0 M N P Lbslkg 2'V2 3.77 9.80 1.80 I 3.92 - 2.88 5.97 1 5.45 I 7.02 0.97 2.31 4.50 1.44 0.60 1.03 9.1 76,1 mm 3.77 9.80 1.80 3.92 - 2.88 1 6.97 ; 5.45 I 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 1 7.61 5.45 7.33 0.97 2.31 4.50 1.75 0.00' 0.80 9.8 4 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 0.73 122 15.3 139.7 mm 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 5 5.88 12.82 3.12 5.61 0.43 6.01 1 9.98 5.45 3.59 1 0.97 3.92 4.50 - - - 20.0 • 165,1 mm 5.88 13 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 I 10.92 I 5.45 1 9.05 0.97 3.96 4.50 3.32 1.25 1.50 25.0 8 5.33 16.92 4.88 7.94 1.27 10.20 14.06 8.28 I 13.30 2.05 2.66 6.00 5.10 0.18 0.91 52.0 10 t 6.40 19.14 5.84 8.69 1.72 12.20 15.77 10.09 I 16.19 2.05 3.20 9.00 - - - 1 80.0 12 t 6.50 21.54 7.04 10.00 2.66 14.25 1 18.28 10,09 ' 17.22 2.05 3.25 9.00 - - - - I 102.0 • On centemne. t Coma v ctaui c Company d Canada for ULC Listings. To prevent rotation d valves. a is recommended that Serves 705W be installed with victaunc Styes 07 Zero-Flex'. Style CO5 FreLock"• or Style HP -70 Rigid Couplings. ❑ Victaulic ffenbie couplings are uses. adaeonai support may be required. 2. Valve must not be installed with disc in full open positron. Disc must be partly c:osea so mat no part ,s protruding beyond end of valve body. 1. VICtauic grooved end butterfly valves are permitted for use with grooves end Cape t'P51 arnv "lot permitted for use with pan end (IPS) or grooved end cast ductile ron pipe. 4 Series 705W valves are designed for ambient weauier canauons as opposes to submersible sensce. VICTAULIC' IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canaaa Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone: 1.800.PICK.vIC (1 -800. 742.58421 Phone: 416-675-5575 Phone:32-9-381-1500 Phone: 610-559-3300 Phone: 65-235-3035 Fax: 510. 250 - 881/ Fax: 416-675-5565 Fax: 32-9-380-4438 Fax: 610.559.3608 Fax: 65 -235 -0535 e -mad: ptcknc@Mt1.7ulic.cOm e-mad: viccanadara)viclawic.com e-mail: vtceuro@victaulic.be e-mail: vicalwtnaaulic.cam e-mail: vicapePvicuuliccom 2466 Rev 6 11101 a Registered Trademarx of Victauc 0 Copyngrtt 2001 Victauuc Punted as 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. 1 Grade "E" EPDM hot +180 °F ( +82 °C) potable Actuator. and AS T M 1 -536. grade 65 -45- EPDM (Green color code). water service. NOT RECOM- CI 2' - 6" (710 - 168,3 mm): 12. coated with polyphenylene 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: Ductile iron conforming to Recommended for cold and Stem Bearings: Teflon impreg- O 8 - 12" (219.1 - 323,9 mm): i M A- 3 A. grade grade 5 55 65-45-15. hot water te service within the Hated fiberglass with stainless Steel worm and cast iron quad- and specified range steel backing. rant gear. in a cast iron housing. 12. EPDM coating plus a variety of dilute acids. Stem Bearing Nuts: Carbon oil -free air and many chemi- steel, nickel plated cal services. UL classified in accordance with ANSVNSF Tap Plug: Carbon steel, plated. PERFORMANCE The chart expresses the C1r 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 Q Flow (GPM) equivalent feet/meters of valve are shown in the table - straight pipe. below. Q = CV x OP = Pressure Drop (PSI) - SIZE ' SIZE For additional details contact C = Flow Coefficient Nom. Equiv. Nom. Equiv. Victaulic. In. FeeUm i Feethn • actual of Actual of SIZE SIZE SIZE mm Pipe :.,m Pipe Nominal Inches C Nominal Inches C,, Nominal inches C 21 5 165.' 8.. Actual mm (Full Open) Actual mm (Full Open) Actual mm (Full Open) 76.1 * 5 6 8 ? I 325 139.7 mm 1150 8 . 3400 3 5 a 11 76.1 mm I 325 1150 - - 5750 4 1 12 10 12 3_, I 482 165 mm 1850 12 8300 139.7 iI 12 I 12 14 4 600 b 1850 5 I 12 $ mierneters SWITCH AND WIRING Supervisory Switch flexibility to operate two utinne Actuator Repair e lectrical devices at sepa- ""1C 21/2 - 12" (73,0 - 323.9 mm) - ..; • In the unlikely event of an actua- rate locations such as an =Duf sizes: Series 705W PW - Two, - i. single indicating light and tor failure. complete actuation pole. double throw. indiing lighd an • ��t p g po p re- ° --.44— i replacement is required. wired switches. audible alarm in the area �� , at the valve installation. ALL REPLACEMENT PARTS Switches are rated 101 @ 125 or ' " C OM01 °O°"1OA' MUST BE OBTAINED FROM 250 VAC 60 Hz and 0.251 @ 250 Switch N1 SI r ) THE MANUFACTURER TO VDC. 0.501 @ 125 VDC Switch #2 S2 ""`KITS ASSURE PROPER OPERATION ( Normally Closed: (2) Blue OF THE VALVE. Supervisory Switch SI{ Normally Open: (2) Br l Common: (2) Yellow Wiring Normally Closed: - + A. Pre - wired Switches Blue with Stripe _ ( 1) Switches Supervise Open S2 Normally Open: — — — 4 < • Valve Brown with Stripe i2) One switch has two #18 Common: "°' °—' Yellow with Stripe NOTE: Connecting to Common eNmnals MTN wires per terminal. pe (Yellow S1 and Yellow van Orange same - Permits complete supervi- (3) A ground lead. N 14MTW is 52). and Normally Closed termnais (Blue 51 S ion of leads (see ilia- fovided ( teen) and Blue wen Orange Stripe . 52): e.g., 'flat- P 8 error ignt and awm stays on until valve K grams below). Second i ay opened: men nmcater light and alarm switch has one *I8MTW go out. wire Ger terminal. This Cat) oil unused sere. e.g.. Brawn and Brown wen Orange Stripe. couple circuit provides 'nn product snail be manufactured oy V,ctauic Company. All products snail be nstaiieo in accordance wen current Victaulic nstaeatloNassembly ,nsirucuons. •/=taus= reserves the right to Change WOW= specifica„ons. designs and standard eauiprmere wendr nonce and wenpa nCuMnq oagauons. 10.18 - 2 1 '4 IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 0.0 7. VICTAIN• IS MN ISO 9001 CERTIFIED MOW/ 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 superior 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. The 4' (100 mm) and larger sizes are provided with upstream and downstream drains and a welded -in nickel seat design. All sizes of Series 717 can be installed in the vertical or horizontal position to provide 0 ® leak -free sealing under conditions as low as five feet of head. Each valve is factory tested to 500 psi - - Se.vierailsc (3440 kPa). The 2 and 3' (65 and 80 mm) sizes are ULJULC Listed and 4' (100 mm) sizes and larger are publication 10.01 ULJULC Listed and FM Approved for services up to 250 psi (1725 kPa). Sizes 4 . 8'1100 - 200 mm (except Sizes 2 -3" rocde1a11a- 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 N it flange adapters on either end. See victaulic publiraxan 10.01 for details. Sizes 4 - 12" DIMENSIONS Valise Size Dimensions- iecfls heillimeten ice- A -►t r- B Actual Apple& ♦ Nominal Outside Wqt Ea, l e i : �11 11 I In.imm maim E to E - - - K - - kg I \ \ \ \ I \ \ \ \\` , J11// l // ) C InJmm InJmm A 8 C D E J K P R kg 'Li 2,!? 2.875 3.88 4 26 3.57 3.6 55 73.0 99 108 91 - - - - - - 1.6 • Typical 21/2 - 3" I 3.000 3.88 4 26 3.57 - - - - - - 3.6 76.1 mm 76.1 99 108 91 1 6 3 3.500 4.25 5.06 4.17 I - - - - - - 4.5 __A_ 30 88.9 '08 1 29 '06 - - - - - - 2.0 - R •._ 3 1 4 1 4 500 9.63 6.00 I 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 - - - - Z 1 00 114 3 245 152 I 99 10 89 51 114 89 85 9.1 P •'s- C 5 t 5.563 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 c _ - S. ' 25 141 3 261 173 '14 - 106 55 149 104 '01 1 2.3 (� i , \' 1 0 r 139 1 mm t 5.500 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27 0 2 , 139.7 267 173 '14 - 1 06 55 149 104 101 '2.3 K - ~ j 6 r 6.625 11 50 8.00 5.00 - 4 50 2.38 6.67 4.73 3.89 38.0 ~ 8 J -4 '50 168.3 292 203 727 - ' 14 61 169 120 99 17.2 'D', NPT Upstream Orson - - 2 h' NPT Downstream Dram 165.1 mm 6.500 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 38.0 2' NPT (Draw OPrana9 165.1 292 203 1 27 - 114 61 169 1 20 99 17.2 8 t 8.625 14 00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 Typical 4 • 8" 200 219.1 356 251 154 128 144 55 225 144 146 29.0 10 i 10.750 1700 12.00 7.09 5.96 6.69 2.15 10.92 6.73 - 100.0 - - .1 250 273.0 432 305 '• 80 151 I 170 55 277 171 - 45.4 1, 12 I 925 196 12.750 19.50 14 00 8.06 6.91 7.64 2.51 12.81 7.73 - 140.0 .- '_. J � C 700 323.9 495 356 205 176 '94 64 63.5 ' � O/ I L � at � � 4 _i t VdS ADPfOVe O E i -« ' 4 ' i 3 .9 'y' NPT Upstream Dram W NPT Downstream Dram Typical 10 - 12" REGISTERED TRADEAWR( OF VICTA6UC - O COPYRIGHT 2 3 VICTAUUC - PRINTED IN U.S.A. 1471 REV 0 ViaauliC C3tnoany of America • Phone: 1.800-PICK-VIC (1800- 742.58421 • Fax: 610 -250 -8817 • e- mailpidtncwlcuulic.com ' viaaullc C,xnoany of Canaoa • Phone: 905 -884 -7444 • raa: 905884 - 9774 • e vl(ranada@vlaaulic.com Vlaaulic Europe • Phone:32.9. 381 -1500 • Fax: 32.9. 380 -4438 • e-mail: viceuro(vlasulic.be /tUIiC � Q , Victaulic America Latina • Phone: 610. 559.3300 • Fax: 610 - 559.3608 • e -mail: vicalePectauliecom Victaulic Asia Pacific • Phone: 656235.3035 • Fax: 65. 6235 - 0535 • e -mad: vicapaPvit ulie.com 10.08 1 FLOW CHARACTERISTICS NOTE. Placement of check valves too close to sources of unstable flow will 6.0 SERIES 717 Shorten the life of the valve and 1 r — W W 4 W potentially may damage the system. 5.0 — FLOW OF WATER To extend valve fife. valves should be o — AT 60°F (1PC) n® i ���NIM�� installed a reasonable distance VALVE I I 1 1 . ®W 1� R MI downstream from pumps. elbows. expanders. reducers or other similar 3.0 ' devices. Sound piping practices I R WANK dictate a minimum of rive 15) times I e tee; te pipe diameter for general use. LO - Distances between three 13) and five _ b Fir (5) diameters are allowable provided h y the flow velocity is less than eight (8) feet per second (2.4 mps) Distances 4 i 'A : less than three (3) diameters are not 1.0 recommended and will violate the o_ -- r_.t•_4t %�rt'mttA� VictaU1K product warranty. 0 0 ' 9 NI ���WM 1 /eWI�oI���� ry G 0.T ��W— ��L� /— AR/M /I•� I■ ®I.—i /O�i®/IIMIIIIIIII CC 0.6 vi'YlIIII�ieI ® /I/IIIp! m 0.4 �i _••�_•�Ow.®nr ArI IInI tu ce 0.3 /i��il��,�,�'1' A7 0.2 I 1 1 , 1 0.1 10 20 30 40 60 60 100 200 300 400 600 1,000 2,000 4,000 6,000 10,000 20,000 600 3,000 6,000 FLOW RATE - G.P.M. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A -536. grade 65- 45 -12. 2 - 3' (65 - 80 mm) sizes PPS coated. . 4 - 12' (100 - 300 mm) sizes painted black enamel. Body Seat: 2'12 - 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 variety 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: 2'12 - 3' (65 - 80 mm) Aluminum bronze conforming to ASTM B -148. 4 - 12' (100 - 300 mm) ductile iron 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: 2'12 - 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 v,ctauhc Company. All products shall be installed in accordance with current Vlctaujic installation/assembly instructions. Victaukc reserves the right to change product specifications. designs and standard equipment without nonce and without incumng obligations. . m 2 Series 717 FireLock Check Valves ES -B6000 For Residential, Commercial, and Industrial Applications Series B -6000 No. B -6000 Standard Port THREADED ENDS Sites: ' /." - 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. B - 6001 �"' (� ' seats (enhanced PTFE) for lasting service that is suitable S OLDER ENDS• . w for a wide range of liquids and gases. Consult Watts for Sizes: 3 /i - 3' t specific applications. (10 - 80mm) �` r • • 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 ports. This valve is designed to be soft soldered into lines without disassembly, using a low tern- • Blow -out proof, pressure retaining stem. perature solder 420°1 (216 °C). Other solders such as 95/5 tin antimony 460°f (238°C) or • Sizes 1/4" to 2" (8 -50mm) are pressure rated at 600 psi 96/4 on silver 420°F (216 °C) can be used. however extreme caution must be used to pre (41 bars) WOG non-shock; sizes 2' /z " to 4 " (65 10Qmm) vent seat damage. Higher temperature solders will damage the seat material. ANSI 8.16.18 are pressure rated at 400 psi (28 bars) WOG non - shock, states that the (38°C) and oecre a with higher er of to p 0 atures connections is 200 psi (14 bars) P ars) at 100°F (38°C) and decreases with higher temperatures. and at 150 psi (10.3 bars) saturated steam (over 150 psi Apply heat with the flame directed AWAY from the center of the valve body. Excessive heat steam requires SS trim). can harm the seats. After soldering, the packing nut may have to be tightened. • Temperatures from 0° to 450°F ( -18° to 232°C) at 50 psi x): (3.4 bars) for Durafill /Uniseal seats, and 0° to 350°F Options (suff0 01 - Virgin Teflon seat material ( -18 to 177°C) at 50 psi (3.4 bars) for Virgin PTFE. SS- 316 stainless steel ball and stem • High cycle life reinforced PTFE stem packing seal, LH- Locking lever handle and thrust washer. OV Oval handle • Vinyl insulator on heavy duty, zinc- plated, carbon OVIH- Oval locking handle steel handles. RH- Round Handles • Fast '/4 turn open or close operation. SH- Stainless steel handle and nut • Excellent for throttling and balancing applications of BS- Balancing nd XH- Extended handle non - abrasive fluids where minimum flow is 20% to 100% TH- Tee handles w (8-50mm) of valve capacity. GS- Ground Washer • Low operating torque. CC- 'lr (20mm) hose thread outlet. Hose thread • Adjustable stem packing gland. outlet has cap & chain. Inlet sizes: 'h' and 3 /4' (15.20mm) NPT. Also W and 1/4' • Each valve individually tested, air under water, in the (15-20mm) solder inlet connection opened and closed position. CL- Chain lever kit'/ -1' (20 -25mm) SC- Rough chrome' /: -2' (8-50mm) SPECIFICATIONS 215- Less lever and nut 04- Mineral filled PTFE seats and seals Valves shall be 2 -piece construction, ASTM B -584 bronze (available only with 316SS ball and stem) body, ASTM 8 -16 or B -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 (YONZ) (41 bars) WOG for the /4" - 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/#2 Fuel Oils (MHKZ) Company B -6000 threaded or B -6001 solder end. NOTE: Watts product specifications in U.S. customary units and metric are A LEADER IN VALVE TECHNOLOGY approximate and are provided for reference only. For precise measurements. WAT T' please contact Watts Tecnnical Service. Watts reserves the right to change or modify product design. construction. specifications. or materials without prior REGULATOR notice and without incurring any obligation to make such changes and - y' ^ °• 187• watts inausa es, inc Watsr Products Division • Safety & Control valves — modifications on Watts products previously or subsequently sold. i MATERIALS VALVE SEAT RATING bars psi • \ 41 600 1/4. -2' (8 -50mm) Size Operating ® A 34 500 DN Cv Torque B 28 400 In. I mm Rating in.11bsI Nm 2'/2 " -4' (65.10 1 /4 8 6 60 6.8 e C 21 300 { - 3 /e 1 0 6 60 6.8 �.� 1 12 15 15 60 6.8 ® D 14 200 a 4 ; 1h 20 25 90 10.2 .� ` 7 100 °�, 1 25 40 150 16.9 1 1/2 32 50 175 19.8 3 50 1 \ 11/2 40 75 200 22.6 G 00 H 100 200 300 400 500 °F 2 50 110 250 28.2 38 93 149 204 260 °C 2 65 260 500 56.5 E - 0 0 ® I H Temperature 3 80 400 600 67.8 4 100 450 800 90.4 PRESSURE DROP vs. FLOW A. Handle Nut - Cold rolled steel (zinc - plated) u 20 ( B. Handle - Cold rolled steel (zinc - plated) I 1 I /I /( I I � r ' 1 " I !1 111 JI • 66 10 d F ' B. Insulator - Vinyl (molded to handle) SS , 0 ., m _. - -� ^ _ r» C. Packing Nut - Free cutting brass rod ASTM B16 UNS 41 ° �' =' .1. " ' v `a . . 1. No. C36000 2+ 4 a1�etM4fM�I�IIIINI a■ D. Stem Packing •Glass reinforced PTFE 21 1 ®����uAr / / %/EMI E. Thrust Washer - Glass reinforced PTFE G 14 = NM�/I41D/!N�I�I,N,GIII� F. Stem - Free cutting brass rod ASTM 816 UNS 2 R elll/4�J,�AI/II�IIII11 No. C36000 3 S.a .+ le■mem4sv,444wmmeiv�nr4rw G. Body -Cast bronze ASTM 8584 UNS No. C84400 1/1 4.1 6 �s�Iel+sW- MEINIYM4 UNIM AIIIE•U•� N 1 ■■ 1 1•1WneMwrIIII4=P/Ap4wq+■,MI/IBNS•■ H. Seats - Durafill or Uniseal ` 2.+ 4 RANI I17•I/OMIAVI1RMI�I.�tNt� 1 '- 2 . 1 2 �I.NNI� /N/ //WIIII� I. Ball - Electroless nickel, free cutting brass rod ASTM , 4 .2 _���a,Y/V�,zIm„'I UNS No. C36000, or forging brass AS TM 8 -124 7 1 WM NINIPI 11� ASTM Adapter - F.C. brass ASTM 816 No. C36000 or forging ^r -• . - , a o brass ASTM 8124 UNS No. C7700 v - $ $ 8 § 8 I 8 K. Body Seal - PTFE (not shown) - - - °- W . z :al i o o ill if Flow DIMENSIONS - WEIGHT B -6000 - Dimensions C E H 1 I .1 L 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. mm in. mm , in.I mm in. mm in. mm lbs. kg. I--- -H � 'h 8 1 45 1'/.a 27 3'ha 78 1 h 10 - 21/26 52 - - 0.6 0.3 T,=, 1!a 10 1 45 11/46 27 3'h. 78 1 /s 10 - - 2 52 - - 0.6 0.3 1/2 15 1 45 11/46 27 3 95 'I2 13 21. 58 0.6 0.3 1 1, 20 2 51 1 36 3 95 ''h. 17 2 72 1.0 0.5 C 1 25 21/4 57 1"/Is a 49 114 22 - 31/46 99 - 1.6 0.7 1' /. 32 2'h 64 1' 49 1hs 114 1 1 25 3' /e 99 2 2 1 2.2 1.0 alul 1 1'/: 40 3 76 2' /s 54 5' /2 140 1 32 4'/4 108 - - 3.2 1.5 �`• "u 11 T 2 50 3 84 2'h6 62 5'h 140 1'h 38 - 4i 122 - - 4.9 2.2 I I�I�II�IIlm j 21/2 65 4 102 31/4. 81 8'h 206 2 51 6 165 13.2 5.9 ■�� 3 80 4'/4 108 31/4G 87 8'h 206 2'h 64 6t 173 17.5 7.9 �� 1 4 100 Ohs 122 3' 98 11 279 3 76 - - 7"/14 195 - 29.3 13.3 E J I- -1 L 'B -6001 - Dimensions V4 10 11/2 38 1'ha 27 3 95 3/4 10 'h 13 2 58 3 11 9 0.5 0.2 Two piece design 1/2 15 1 44 11/4s 27 3 95 1/2 13 % 16 21/4 60 '/2 13 0.6 0.3 8 -6000, 'B -6001 Vi 20 2 51 11/2. 36 3 95 "116 17 1 h 22 3 84 1 19 1.1 0.5 1 25 21/4 57 I 44 4 114 1/4 22 1' 28 31/4 95 1/4 22 1.4 0.6 1' /. 32 21/2 64 21/4 57 3 97 1 25 13/4 35 0/2 114 1 25 2.0 0.9 11/2 40 3 76 21/2 64 5'h 140 1 32 13/4 41 5 127 11/2. 27 3.3 1.5 2 50 31/48 84 31/2 80 51/2 140 11 38 21/2 54 614 159 1 34 5.2 2.4 2' /z 65 4 102 3 '1/4s 93 8'A 206 2 51 21 67 7 194 1' /16 36 13.2 6.0 3 80 41. 108 41/46 103 81/4 206 2 64 1 31 80 81/46 208 1'11, 43 15.6 7.1 See Solder Instructions on front. A LEADER FM VALVE TECNNOL 006• USA 815 Chestnut Street. North Andover. MA 01845-6098 MWATTS. casNa: 5435 Norm Service Road. SWARM, Ontano 1.71. 5N7 W W W. wmxe0.com REGULATOR fl 19001 • Waits inclusions Inc - L���� WstN P40IOCb Division • &NOW • Control Vs,wll _ CERTIFIED • ES -86000 9901 o Watts Regulator Co.. 1997 Printed in U.S.A. ES- A- C300 /C300N Colt rat Series C300 /C300N q M E S FIRE & WATERWORKS' Double Check Detector Assemblies Sizes: 21/2" — 10" (65 — 250mm) 4111�. �''. C300BFG C3000SY �- !1 • ,8 ammobairniammes 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 Tri -Link Check Provides The Colt C300 /C300N Double Check Detector Assemblies shall consist Lowest Pressure Loss Unmatched Ease of Serviceability of two independent Tri -Link Check modules within a single housing, • • sleeve access port, four test cocks and two drip tight shutoff valves. Tri- • Available with Grooved Butterfly Link Checks shall be removable and serviceable, without the use of Valve Shutoffs 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 Contractor's 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 right to change or modify product design, construction. specifications. or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. • www.amesfirewater. corn Configurations Available Models • Horizontal Suffix: • Vertical up OSY — UUFM outside stem and yoke resilient • "N" pattern horizontal seated gate valves BFG — UUFM grooved gear operated butterfly valves Materials with tamper switch • Housing & Sleeve: 304 (Schedule 40) Stainless Steel Pressure — Temperature • Elastomers: EPDM, Silicone and Buna 'N' P Temperature Range: 33 ° F — 140 °F (5 — 60 ° C ) • Tri -Link Checks: Noryl ®, Stainless Steel 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 —T me 161 n'' (open) AMNIA' i�i Am C Itthitliiiilig111-0 „to.. 1"' I wig _ 1 H 1 A G - P C300 /C300N , SIZE (ON) DIMENSIONS WEIGHT A I C (OSY) i 0 I G H I J P C300 C300N r mu n u III m I n mm in u , n mm .n mm m. a .r rn !. .,. 1 1 7 : 1• . :, 1'V,. .1 1 . - 4 11I I 'Y,. . . , 1 • 1•: •,1 . 1 I 44 11 . 6. . ' 141 4. 1 I 1/4 1. 1 '/ 1' 4: 1 I • • 1 1 . s s 1 A •• I. "4 1 a IIMERMEMMINEIMIRIEWINEIBTIMINZI . 10 250 571/2 1460 45 1162 j 8'/,s 208 66 1676 j 50 1270 321/2 826 1 17' /is 440 24 610 795 361 965 438 ad II! III j �,al 1ir1P.:ilm- �, _A _ ILL H I P C300BFG /C300NBfG G SIZE ION) DIMENSIONS WEIGHT A C 0 G H I J P I C3008FG C300NBFG m. mm gin. mm M. mm m. mm m. mm .n. mm in. mm ,n. mm rn. mm I lbs. kqs. lbs. kq& 21/2 65 f 28 711 8 203 3' 89 1 29 759 l ?? 559 14's's 379 i 8' 223 13 130 ' 70 17 78 35 3 80 1 281/2 724 8s /le 211 3 "'+s 94 1 30 "As 779 22Y. 578 15'1/+5 392 9 233 131/2 343 68 31 81 37 4 M0 i 79 741 1 rig 227 ' 3 94 I I 31 811 24 610 16% 412 9 As 252 14 356 75 34 98 44 6 150 1 36 927 10 254 5 127 43 1097 1 33 857 19 1 4s 500 13'/5 332 141/2 368 131 59 1 171 78 8 200 43 1092 1 12 311 161/2 165 1511/28 1297 40% 1032 23 592 15 "/s 399 18 462 275 1251 351 159. Norylo is a registered trademark of General Electric Company. Approvals REM c ®us a® SP ® A 1048 Listed B64.4 28S6 For additional approval information please contact the factory or visit our website at www.amesfirewatercom 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 kPa psi re * ** kPa psi 6' * 96 14 83 12 N 83 12 _ N 69 10 69 10 - v 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 fps 4.6 mps 4.6 mps r M kPa psi 3 * ** kPa psi 8 83 12 83 12 * *,r N 69 10 H 69 10 ----. 55 8 __ -r 55 8 � �- v 41 6 —` , Jam - v 41 6 r . 28 4 \ 28 4 � —� 14 2 14 2 0 0 0 0 0 100 200 300 400 500gpm 0 500 1000 1500 2000 2500 gpm 0 380 760 1140 1520 1900 Ipm 0 1900 3800 5700 7600 9500 Ipm 15 fps 15 fps 4.6 mps 4.6 mps kPa psi 4' * ** kPa psi 1r * 165 24 83 12 138 20 N 69 10 N 110 16 H 55 8 r 83 12 ' 41 6 - ' ' s 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 fps mps IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS ■ For Technical Assistance Call Your Authorized Ames Agent. Telephone # Fax HEADQUARTERS: Ames Co. 875 National Dr., Suite. 107. Sacramento, CA 95834 916 928 -0123 916 928 -9333 Vernon Bitter Associates. Inc. 138 Railroad Dr.. Northampton Ind. Pk., Ivyland, PA 18974 215 953 -1400 215 953 -1250 Edwards. 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 '`«. The Joyce Agency, Inc. 8442 Alban Rd.. Springfield. VA 22150 703 866 3111 703 866 2332 o W. P. Haney Co., Inc. 51 Norfolk Ave.. South Easton, MA 02375 508 238 -2030 508 238 -8353 z" WMS Sales. Inc. (Main office) 9580 County Rd., Clarence Center, NY 14032 716 741 -9575 716 741 -4810 WMS Sales. Inc. 47 Carousel Lane, Baldwinsville, NY 13027 315 635 -6596 315 635 -6891 WMS Sales. Inc. 18 McMillen Place. Delmar, NY 12054 518 475 -1017 518 475 -9583 WMS Sales, Inc. 56 Winchester Dr., Fairport, NY 14450 716 223 -7980 716 223 -7980 Billingsley & Associates, Inc. 2728 Crestview Ave., Kenner. LA 70062 -4829 504 602 -8100 504 602 -8106 Billingsley & Associates, Inc. 478 Cheyenne Lane. Madison, MS 39110 601 856 -7565 601 856 -8390 -a... Smith & Stevenson Co., Inc. 4935 Chastain Ave., Charlotte, NC 28217 704 525 -3388 704 525 -6749 3 mg Mid- America Marketing, Inc. 1364 Foster Avenue. Nashville, TN 37210 615 259 -9944 615 259 -5111 0� Mid - America 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 -8 Industry Rd., Longwood. FL 32750 . 407 834 -4667 407 831 -0091 i o Hugh M. Cunningham, Inc. 13755 Benchmark, Dallas, TX 75234 972 888 -3800 972 888 -3838 - Mack McClain & Associates 11132 south Towne Squre, Suite 202, St. Louis, MO 63123 314 771 -3699 314 771 -3535 c c Mack McClain & Associates, Inc. 1537 Ohio St. Des Moines, IA 50314 515 288 -0184 515 288 -5049 cc W Mack McClain & Associates, Inc. 15090 West 116th St., Olathe, KS 66062 913 339 -6677 913 339 -9518 U Pro -Spec, Inc. P.O. Box 472226, Tulsa. OK 74147 -2226 918 461 -0066 918 461 -0105 .c Associated Independent Marketing 1606 Commerce Dr., Sun Prairie, WI 53590 608 837 -5005 608 837 -2368 t •=i HydroSource 8182 Chagrin Rd., Chagrin Falls, OH 44023 440 247 -9150 440 247 -6719 Z V Mid- Continent Marketing Services Ltd. 1724 Armitage Ct., Addison, IL 60101 630 953 -1211 630 953 -1067 Cisco 1623 N. Leslie Way, Orange, CA 92867 714 921 -9228 714 921 -0442 3 in Phoenix Marketing, Ltd. 3322 Columbia Or., NE, Albuquerque, NM 87107 505 883 -7100 505 883 -7101 P I R Sales. Inc. 3050 North San Marcos Place. Chandler, AZ 85225 480 892 -6000 480 892 -6096 U) Preferred Sales 31177 Wiegman Road. Hayward, CA 94544 510 487 -9755 510 476 -1595 Delco 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 H Hollabaugh Brothers & Associates 6915 South 194th St., Kent, WA 98032 253 867 -5040 253 867 -5055 z3 Hollabaugh Brothers & Associates 3028 S.E. 17th Ave., Portland, OR 97202 503 238 -0313 503 235 -2824 Rep Masters. Inc. 6201 East 42nd Ave.. Suite 100. Denver. CO 80216 303 376 -1770 303 376 -1773 Soderholm & Associates, Inc. 7150 143rd Ave. N.W., Anoka, MN 55303 763 427 -9635 763 427 -5665 Watts 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 Dr., Ste. 1 Halifax, Nova Scotia B3L 4H7 902 443 - 2274 902 443 -2275 Hydro - Mechanical Sales Ltd. 297 Collishaw St.. Ste. 7 (shipping) Moncton, New Brunswick E1C 9R2 506 859 -1107 506 859 -2424 Hydro - Mechanical Sales Ltd. 85 Tolt Rd.. St. Phillips, Newfoundland A1B 3M7 709 895 -0090 709 895 -0091 a Le Groupe B.G.T. Inc. 2800 Rue Dalton. Ste. 3, Parc Colbert. St -Foy. Quebec G1P 3S4 418 657 -2800 418 657 -2700 Le Groupe B.G.T. Inc. 140 Rue Meriai, Ville St. laurent. Quebec H4T 1S4 514 341 -9010 514 341 -4464 Z Walmar Mechanical Sales 24 Gurdwara Re., Nepean, Ontario K2E885 613 225 -9774 613 225 -0673 Q Mar -Win Agencies St. 1123 Empress St., Winnipeg, Manitoba R3E 3H1 204 775 -8194 204 786 -8016 U Palser Enterprises, Ltd. 1885 Blue Heron Dr., 04. London. Ontario N6H 5L9 519 471 -9382 519 471 -1049 Northern Mechanical Sales P.O. Box 280 (mailing) 163 Pine St. (shipping), Garson, Ontario P31., 156 705 693 -2715 705 693 -4394 RAM Mechanical Marketing 441 Quebec St., Regina, Saskatchewan S4R 1K5 306 525 -1986 306 525 -0809 RAM Mechanical Marketing 013 -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 D.C. Sales Ltd. 11420 142 Street, Edmonton. Alberta T6M 1V1 780 496-9495 780 496 -9621 0906 Sierra Sales Ltd. 6450 Roberts St.. Ste. 170. Burnaby, BC V5G 4E1 604 298 -9593 604 298 -9917 ISO 9001 A M E S 1 CERTIFIED a R E & WATERWORKS'." 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 Pnnted in U.S.A. SWITCHES at BELLS VSR -F P POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL, ULCandCSFM Listed,FMandLPCBApproved,NYMEA Accepted, CE Marked °TAB 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 Allt•• Environmental Specifications: • Suitaole for indoor or outdoor use with factory installed gasket and die -cast housing. mss • NEMA 4/IP54 Rated Enclosure - use with appropriate . • b - conduit fitting. ' •s>:� • Temperature Range: 40 °F /120 °F, 4,5 ° C /49 ° C • Non - corrosive sleeve factory installed in saddle. • I Caution: This device is not intended for applications in explosive • ,4. environments. 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: Automatic Sprinkler NFPA -13 U.S. Pat. No. 3921989 One or two family dwelling NFPA -13D Canadian Pat. No. 1009680 Residential occupancy up to four stones 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 8" (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 require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm he unit contains two single pole. double throw, snap action (5 mm). All other sizes require a hole with a diameter of 2" ±1/8" switches and an adjustable, instantly recycling pneumatic re- (50mm ±2mm). card. 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 lance 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 Electnc Signal Company • 2081 Craig Road. St. Louis. MO, 63146 -4161 • Phone: 900- 325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8800001 - REV W PAGE 1•OF 2 MFG. #5400761 - 7;02 VSR -F P PO VANE TYPE WATERFLOW • The Symbol of Protection ALARM SWITCH WITH RETARD FIG. 1 FIG. 2 SWITCH TERMINAL CONNECTIONS OPTIONAL TAMPER SWITCH DO NOT LEAVE COVER OFF FOR CLAMPING PLATE EXTENDED PERIOD OF T I ME TERMINAL RETARD ADJUSTMENT: TO AN ', ME TURN KNOB (EITHER DIRECTION) ., - TIGHTEN NUTS FOR :ESIRED TIME DELAY. USE THE MINIMUM / , CHGE , ALTERNATELY TO AN AMOUNT OF .RETARD NECESSARY TO PREVENT - EVENTUAL SOFT. -LBS (6e n -m) FALSE ALARMS, A B' SETTING IS USUALLY `�• - f ,� � �' 1 ♦ OF TORQUE '''''r:*)>T2Z,,- -' Mg AOEQwiE FOR THIS, FACTORY IS SET TO '3 Q .iJ ' TO INSTALL DRILL SOLE AS INDICATED: 1 .- I PIPE SIZE HOLE SIZE 0O 79C. 1927 -3 2' to 2 1/2 I 1 /4' +1/8' -1/16 , f� a MOUNT ON PIPE SO (50mm to 65mm) (33mm t2mm) / ARROW ON SADDLE 3' CAUTION: to 6' 2" POINTS IN o1RECrION t1/8' OF WATERFLOW An uninsulated section of a (80mm to 200mm) I 50mm t2mm) s i n single conductor should not ROLL IN g ' OPPOSITE ITE DIRECTION be looped around the fermi- Cover Tamper OF WATER FLOW - nal and serve as two sepa- (with cover in place) 0 rate connections. The wire DIRECTION OF N j must be severed, thereby WA rERF LOW 1 providing supervision of the c No 11c APPROX. RETARD SETTINGS (IN SECS.; connection in the event that MO) I9EO1 "") 0 A B 0 0 E MM the wire becomes dislodged OWG x761 -30 •` , ,J 0 10 -25 70- 1 35 -55 50 -70 60 -90 from under the terminal. FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 1. The Model VSR - has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock- 2 WI or operate a central station, pro- o uts, not in the center. . .o9r.A. oab• ...Ts rmmw eat Io4..o. • :�sc 0........ ow — ...n 1 pnetary or remote signaling _ �� unit, while the other contact is a 21 21' I; Ai, used to operate a local audible i p 1 a. or visual annunciator. I 0 i ' I In I 'l e1 2. A condition of LPC Approval of / .ii .e b ...NM ,o„K K J this pr is that the electri- A Or C „o ,, ;o" cal entry must be sealed to mIM 0 Y X / � CrA n /C r 2 AA( ° s m K "� •s exclude exclude moisture: rrt +.t NMI.. LOOM. 'I 9 3. For supervised circuits see 'Switch Terminal Connec- tions' drawing and caution - -- Dm. 1 7.1 -. 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 sprinkler 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 -F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and /or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspectors 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. 68800001 - REV W PAGE 2 OF 2; MEG. 65400761 - 7/02 P PATTER BELLS 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 :(2 24VDC (20.4 to 31.2) Polarized at- ..z.. -y t :• Service Use: Fire Alarm !�= General 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 BBK -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: SIZE TYPICAL dB MINII&M dB CURRENT INCHES VOLTAGE MODEL NO. STOCK NO. ( ) AT 10 Fr. AT 10 FT. (mml ( ( ( (1) 6 ( I 12VOC P80126 1708012 .12A 85 76 8 (2001 I 12VDC P90126 1708012 .12A 90 78 10 (250) 12VDC P901210 1710012 .12A 92 78 6(1501 24VDC P80246 1708024 06A 87 76 8(2001 24VDC P80248 1708024 06A 91 79 10 (2501 24VDC P8D2410 1710024 06A 94 79 6 (150) 24VAC P5A246 1808024 .17A 91 76 8(2001 24VAC P8A246 1808024 .17A 1 94 76 10(2501 24VAC PBA2410 1610024 1 .17A 94 76 6(150) 120VAC P8Al206 1806120 I 05A 92 82 8(2001 120VAC PBAl208 1806120 05A 99 82 10 (2501 120VAC P8Al2010 1810120 05A 99 85 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, St. Louis. MO, 63146-4161 • Phone: 800 - 325 - 3936 /Canada 888 -882 -1833 • www.pottersignal.com PRINTED IN USA MKT. 88850001 - REV Q PAGE ?OF 2 MEG. #5400776 -12!01 P ParTER BELLS PBA -AC & PBD-DC The Symbol of Protection DIMENSIONS INCHES (mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2 "C ON DU IT ENTRANCE i. to' (250) — �— 5 3/4' O _ ler 3 3/ S' 8' (146) (86) (127) (20 6' I 1 (1 i 50) � C) 1 I I _ `�T - � 3 3/8 1 5/8.1-0,— (41) (86) 4 1/4' +12 11/1 (68) 6 ' owc #775-1 (108) DWG. #776 -2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS ENO -OP -Lod OR 00410 (OBSERVE POLARITY) A.C. BELLS REO tin) ` AEO moon +HR (u) rnTE (OUT) ,WOW CONTROL PANCL � T O NEXT BELL FROM CONTM PANEL , . oR 11 PRECURNG BELL ' ' 0 RESISTOR PRECEDNG BELL IN. CX (w) _ Rua( (OUT) IJ (IN) �' BIACX (OUT) QUO= algal *NEN ELME/W..1 SUPEROt5ION 6 REOUWEO USE IN 4.40 OUT LLAOS &S SMOon. *mod ELECTINCI. Si1Pt11WSON 6 REOUIREO USE IN NlO OUT LEAOS AS SHORN. NOTES: NOTES: 1, OBSERVE POLARITY TO RING O.C. BELLS. 1, WHEN USING A.C. BELLS. TERMINATE EACH EXTRA wIRE SEPARATELY 2. RED WIRES POSITIVE ( +) AFTER LAST BELL- 3. BLACK WIRES NEGATIVE ( - 2. END- OF -UNE 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. #8850001 - REV 0 PAGE 2 OF 2: MFG. #5400776 - 12/01 •