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8950 SW BURNHAM STREET-3 ADDRESS: i\records\microflm\targetstuilding.doc CITY OF TIGARD BUILDING INSPECTION NOTICE I ispection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171'--- Inspection. 39-4171Inspection: - Footing Susp. Ceiiing Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. n. Sewc,L C4"r- Gas Line -Bldg, Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underfir. Insul. Shear Wall Gyp, Bd. ect Date Requested: —5—/�& /� - Time:J 7 PM Address: __ f`J..) ' Builder: Permit �q __tx) "l THE FOLLOWING CORRECTIONS ARE REGI!;;ED: i �('Cto' Date: OVFD _DISAPPROVED _APPROVED SUBJECY TO ABOVE _Call For Reinsp. aA CfTY OF TIGARD BUILDING INSPECTION NOT c Inspection line (Rec-O-Phone): 639-4175 Business Phone: 639-417 Inspection: Footing Susp. giling Sprink. Rouyh-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Tori Out Elec. Rough-in IN Post/Beam Mech. San. Sewer Gas Line BI Plbg. Underfloor Rain Drain FramingPlumb. Alarm Water Line Insulation ech. Underfir. Insul, Shear Wa I Gyp. Bd, Date Requested:_ Time:�AM PM Address: C, Builder. C __-1 1 Permit #:Ly s—c�O.?�- THE FOLLOWING CORRECTIONS ARE REQUIRED: rA Le- Oil I peclor. Date:_. /`'i APPROVED _DISAPPROVED _APPROVED SUBJLZC TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639 115 Business Phone: 639.4 fl Inspection. / '- > Footing Susp. Ceiling Sprink. Rough-in Apdwlk��e- Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elea. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ 3 Time:_ AM PM Address: '' ' x,1:2 Builder:_ Permit #: D U 10j./ THE FOLLOWING CORRECTIONS ARE REQUIRED: Ir,spector. _ Date: - AP VED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6390471 Inspection:--­ Footing nspection: —­Footing Susp. Ceiling � Sprink. Rough-in PPr dwlk Foundation Plbg. Underslabech, Rough-in Fireplace - 9 F'ost/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg I'Ibg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. inderflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time. AM PM Address: Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ Date,— ) 77-7 _�BPFIOVED _DISAPPROVED _APPROVED SUBJECT TO MOVE ____Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639 4 7 Inspection: Z� T, Footing Susp. Coiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-ir Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor RaLi Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall / Gyp. Bd. -Elect Date Requested: / Time.—LI M PM Address: Builder. Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: Lql Ins tor: Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. DEPARTMENT OF LAND USE & TRANSPORTATION ° LAND DEVELOPMENT SERVICES DIVISION #350-12 WASHINGTON 155 NORTH FIRST, HiLLSBORO, OR 91124 -4COUNTY, PHONE: 503/640-3470 01*EGON INSPECTION REQUESTS (24 hours): 50:3/640-3561 or 693-4415 ;Permit # : 05064357 Project # : P0046975 Status APPROVED Page 1 o; 1 Applied 02/24/95 Issued 02/24/95 Expires : 08/23/95 03'15/95 06. 56 CWELEC, Permit Title OVERFLOW CORP -- DATA LINES( LV) DTII Description JOB #95-0022 Be<run: 01/23/95 .lob Address 8950 SW Bl1RNHAM ST TI Owner Name INSPECTICW -- TIGARD Region Applicant Name G G TELECOMMUNICATION CORP Phone number. 295•-2922 Valuation : 0 Approved_,__ Inspector Comments � Reject.ed:�—L ` _ �t-RESULTS REQUEST ERROR ! _ Plumbing Mec1)anic.al Electrical S t r u t r u a 1 : General Inspected by :_ � Date : „�, _._ Inspw_ctiun Requested: * Low Voltage Final 0411 E AF DN IVR 33/15/95 RI HB Aa �. W� DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 .Permit # : 05063137 Project # P0046975 Status APPROVED Page 1 of 2 Applied : 01/23/95 Issued 01/23/95 Expires 0?/22/95 03/15/95 05 : 31 COMELEC Permit Title OVERFLOW CORP - 10 CIRCUITS OTti Description 8950 SW BURNHAM PHASE II Begun : 01/23/97 Job Address 8950 SW BURNHAM ST TI Owner Name INSPECTION -- TICARD Region D Applicant Name PHOENIX ELE:TRIC Phone number 692-•5882 Valuation : 0 Appra,.red___.-- Inspector Comments Rejected�� ....�..._._....._.r..-.. _w_..w..._--..._.......... _.. .__.._..... - __...._......rte .—.._........+..._. :I:V�R:— ESUIaTS RE:c�UEST ERROR . Plumbing Mechanical El e c t r i c.a l : St.ructrual .. Inspected by : - Date : Inspection Requested: Final Electrical 0499 E AP DN IVR 03/15/95 RI J6 t + e • DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LANG DEVELOPMENT SERVICES DIVISION #350-12 / 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY+ PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 Permit # . 05054357 Project # P0046975 Status APPROVED Page i of 1 Applied. : 02/24/95 Issued 02/24/95 Expires : 08/23/95 03/15/95 06 : 56 COMELEC .Permit Title OVERFLOW CORP - DATA LINES(LV) OTH Description JOB #95-0022 Becyun : 01/23/9!) Job Address 8950 SW BURNHAM ST TI Owner Name INSPECTION -- TIGARD Region Applicant Name G G 'TELECOMMUNICATION CORP Phone number 295-2922 Valuation . 0 Approvq Inspector Comsnent:s : Re jec 4-'d r_____ . REQ tfEST ERROR! - -- - -_ - Plumbing Mechanical : Electrical : Structrual Goneral _ Inspecte4 by ._.. .� _ Date :_ 05 _ Inspection Requested . * Low Voltage .Final 0411 F AP DN IVR 03/15/95 RI HB ' DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 Permit #: 05063137 Project # , P0046975 Status APPkOVEli Page 1 of 2 Applied 01/23/95 Issuo-d 01/23/95 Expires ?7/22/95 03/15/95 05 . 31 COMELEC Permit Title OVERFLUW CGRP - 10 CIRCLITS GTH Description 8950 SW BURNHAM PHASE II Regun : 01/23/95 Job Address 8950 SW BUR.NHAM ST TI Owner Name INSPECTION - TIGARD J5 Region D Applicant. Name PHOENIX ELECTRIC l� Phone numbe.-e 692-5882 Valuation , 0 Approved__-__ inepe^tor Comments Rejected IVR-RESULTS _ ..___ _.._ .S1_ __.._. REQUEST ERROR ! Plumbing Mechanical : Flectrical : Structrual General Inspected by :__._._, ' � Date ! Inspection Requested Final Electrical 0499 E AP DN IVR 03/15/95 RI JS CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rep-O-Phone): 639-417.5 Business Phone: 639-4171 Inspection:_ -�� �J--- Fooling Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beane Struct. Plbg. Top Out Elec. Rough-in Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing lum Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: ` 7 / / < Time: AM PM Address: Builder: Permit #:Lzll 9-4/— THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:s/` i - _ Date: /, APPROVED rDISAPPROVED _APPROVED SUBJECT TO ABOVE __Call For Reinsp. I.TIf° OF TIGA,RD V/ti COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 13125 SW Hall Blvd.Tigard,Ortgon 97223*8199 (503)639.4171 P,E-RM!T #. . . . . . . : 13UP95­00E, DATE ISSUED: 08/al/95 b 4 171 3I TE ADDRESS. . . : 08950 SW BURNHHM ST PARCEL: 2S102AD--121261210 JUBDIOISION. . . . : BURNHAM TRACTS ZONING; CPD !LOCM. . . . . . . . . . : LOT. . . . . . . . . . . . . :5 REISSUE: FLOOR EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. !ALT FIRST. . . . :2424 Sf N: IS: Ell1HR W: 1HR I'YPE OF USE. . . :COM SECOND. . . s PROTECT OPEN INGS?­­­-­ IYPIE OF CONST. s5N THIRD. . . . : st N: 13: Es W: JCCUPANCY GRP. -BE TOTAL------- 2424 s ROOF CONST:C FIRE REI*? .-", JLLUPANCY LOAD:c4 BASEMENT. : s AREA SEP. RATED: `3TOR. 2 HT. :23 ft GARAGE. . . : s OCCU GCP. RATLD: 6SMT?iN MEZZ?:N READ SETBACKS-------- REQUIRED-------- 1--LOUR LOAD. . . . :50 psf LEFT`! ft RGHT: ft F1 R SPKL:N SMOK DET. . .-N OWLLLING UNITSs FRNT: ft REAR: ft FIR ALRM:N HNDICP ACC- Y OL"DRMSe BATHS: IMP SURFACE: VIRO CURB.Y rlPKING: ,)ALUE. $ : 31215121121 1�emar'ks: TI N- it-st floor, Overflow Corp. I)Wner: FEES ]VERFLOW CORPORATION type :kmo�int t)y date r,e0pt A9b0 SW BURNHAM STREET PIRMT $ 197. 50 JF 02/21/95 - PLLK $ 128. 38 JG 02/ 10/95 -- +. I GARD 1IGARD OR 97223 FIRE. $ 79. 041 JG 02'/10/95 - ,hone #.- 598-1870 5 P CT $ 9. 86 JF 02/21/95 ­ F-ItF i ,honp 0 . $ 414. 76 TOTAL i�eq #. RE(JUIRED INSPECTIONS his permit is issued subject to the regulations contained in the Framing In%[) igard Municipal Code, State of Ore. Specialty Lodes and all other Insulation Insip .ippiicable laws. All work will be done in accordance with Gyp BoArd Insp :.pproved plans. this permit will expira if work is not started SUSP Leilnq Ine;p witnin IN days of issuance, or if work is suspended for more FinAl Inspection ",,an IN days. er-mittee Siunatijr-e ! vs 1.t e d B Call for- inspection - 639-41-75 CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :95-261915 CHECK AMOUNT 202. bb NAME OVt--'R Fl-.0W CORPORATION CASH AMOUNT 0. 00 ADDRESS PAYMENT DATE t 02/21 /95 SUBDIVISION PURPOSE OF PAYMENT OMOU14T PAID PURPOSE OF PAYMENT AMOUNT PAID BUILDING PERM 19 '. 7 ST. BUILD PFR as BUP970--oopi? 8950 GwW BURNHAM STRFFT TO{'AI._ AMOUNT 1-1AID ;z:,O,-. 6( Commercial Building Permit Application Pity of Tigard 13125 SW gall Blvd. r/gard, OR 97223 (503) 539-4171 Jobslte Address: SU rJ ia-� ���14 .#-4 ,rte yc � Tenant: OLL)p—jm Suite # Isr ,`, 0014L cg LRse On F -µ P,.inck/Rec#_.._ T Pern A # "' Owner: LA) Map & TL.# �� J �T Address: eg5C) -Ti- - A,}- )rovels R&aulrecl -d9122 3Planning Phone: `�"I�' 1 "7 - Engineering Other.......__^_r Contractor: !.�� Address: cx-VVN < Type of const: Occupancy class: L Sprinklered? Yes No Contractor's License # (attach cot py of current Oregon license) Sq. ft. of project: Contact name & phone: I(CW OL V a C1 tI„1; moi` l- l d 1`i Story(s�2nd, etc.) Proposed use: .d iaa Architect/Engineer: 1 Jj(CV%.. Q S I Q h I a t _ Previous use:_ Address: � c> S i L �.. Note: Plumbing & mechanical plans K c_ O S u-)eel ,Z_ must be submitted at time of Phone: �,������ building permit application. Z. ,JOB DESCRIPTION: `1_�_k1�.►�`Z I ViL,�ro y e �c.�( �.�5� ��I'l u 5� 1� 1�L�I`� Applicant Signature & Phone number Received bye Date Received: ` ' Parmit# Account Description Amount Amt. Pd. Bal. Due + Bldg. Permit (BUILD) Plumb. Permit (PLUMB) _ Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) - Sewer Inspection (SWINSP) _ Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-'C) _ Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quillty (WQII/a L.) _ Water Quantity (WQUANT) Fire Life Safety (FLS) Gid �. UGC �L1 Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) �� r TOTALS: / , �D 4 t✓�-.�, `d CITY OV TIGARD RETCF-IrT OF PAYMt-14T RFCt-71PT NC.). :`),.j-- b C,0 CHECK AMOUNT : PIP. to OVERFLOW CMPORATION CASH AMOUNT 0. 00 PAYMENT DATE SUB0 I V 19I ON k, i ,ilfmo.V OF PAYMENT AMOUNT PAID PURP119E OF' PAYMEENT AMOUNT 'AFF 1. (.1-4EC14 FF- 120. 38 FjrJE LIFE S -.Y PLAN K 7 00 DING PERM 4. 7c A4 BURNHAM l(IfFir. AMOUNT PAID alp— io 02/09/95 14:54 0503 084 7297 CITY OF TIGARD 14001/002 A CITY Win February 8, 1995 ORIGON Mildren Design group 11930 SW Kerr Parkway Lake oswmgo, OR. 97035 Project: Overflow (first floor north) Plancheck #1-48C 8950 aw Burnham Street Tigard, OR 97223 Subject: Building Plan Review (1991 IIBc with Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for, completion c� of the plan review process at your earliest convenience: U R4noval of architectural. barriers up to an expenditure of 25 ct�eJa vv perce,It of the total project cot is situi aeAPa ander ceubmitoa y,�,} re�� QGr 3112(s.)1. Please look at accessible price list which totals 25 percent of the project cost with the plans coy-responding to such items.. O'WQ,5 r2_ij} The highest operable environmental and other controls, dispensers, receptacles and other operable equipment shall be within at least one of the reach ranges specified in section 3109 (b) , and not legs thorn 35 inches above the floor. zlectral and moun ed a minimum 15ons yinches high t ac1Fss on walls shallbeabove the floor (section 3109 (c) 2) . Designate the use of each room, office, conference room, storage, etc. , so the proper occupant load can be determined. (9)� N�P -�� Additional review may be required. ,yy Nv an 18 inch strike edge on the pull side of doors #3 4 . Provide ) © kms Submit ntry doors to the suite (Table 31-F) . plumbing and mechanical plane for review. P L t 9 14-00a�� r1EG HW-acn'y 6. Submit a door and hardware schedule for review. Ve f 13125 SW Nall BMd., T'*gcard CNS 97223 (503) 639-4171 TDD (W) F,84-2772 --- - OU1419 Co G i (. � 69 1 02/09/98 14:84 Q803 884 7297 CITY OF TIGARD IA002/002 7. if the occupant load is 30 or more, pursuant to item #3 above, the two exit doors into the tenant corridor shall be placed a distance apart not less than one half of the length of the maximLLm ovftrall diagonal dimension of the building or area to bra served measured in a straight line between exits (Section 3303 (c) . A . The er.Ltire length of corridor walls Euid ceiling to be one-hour fire rated (tunnel system - 5/8 inch type Y, gypsum board on each eii.de of framing) . All doors to be 20 minute fire-rated, 0� ray self-(:losing with smoke gaskets (section 3305) . gee a k (k •� doors/wall at the rest roorns, adjacent to the corridor. �' � ►'� Q. when 'awo or more exits are required from a room or area, exit signs shall be installed at the required exits from the room 'jor area and where otherwise necessary to clearly indicate the direction of egress (section 3314W ) . This requirement is applicable if the occupant load is 30 or more. 3_o. Fires dampers complying with the requirements of IIBC standard No. 4307 shall be installed and be readily accessible for �]fl servicing in the following location: 1. Duct penetrations through protective elements of fire-rated corridor walls. 11. provide a privacy lock and an "occupied" indicator sign for �G- the rest room doors (Table 5-B, note #1) . Please make these corrections on the appropriate o ager Cityer. of the oe drawings and resubmit three copies of each page Tigard for review. ThiE plan review does not include electrical or plumbing plan reviews. Electrical concerns can be directed to Washington County lit 640-3470 and plumbing concerns to Mike Sheehan, Plumbing Inspector, City of Tigard, 639-4171 ext. 312 . I:f you have any questions or concerns, please do not hesitate to call. Since y David Scott, P.S Building official PC%-41c OVERFLOW CORP PHASE II TENANT IMPROVEMENTS FLOOR PLAN Revision 2-Feb 9,1995 p4 Electrical Office Office Office Room 03 p .5 O , ............ .,O Office H01 Copy/Storage Unisex Rest Room �5 I I J Office 0op1•' -1 Janitor/ �t Waiting Storage (Future Rest Room) Office Hot 8i Hoe �+ae \�' u 03 Office Office Office DOOR SCHEDULE PHASE II, FIRST FLOOR NORTH 10-Feb-95 Revision 2 Door LL Quantity Wall Swing Hardwar Description Number Thickness (see Mow) Group #1 2 6 3/11" 1 right HG2 20 min rated 4'-0" x 7'-0" solid core paint 1 left grade wood door with 4"x 24" vision panel in Timley or equal frame #2 1 4 3/4" 1 right j HG3 20 min rated 3'-0" x 7'-0" solid core paint 1 4 3/4" 1 left HG3a grnde wood door in Timley or equal frame #3 2 4 3/4" 1 right HG6 2'-6"x 7'-0" solid core paint grade wood 1 left door in Timley or equal frame #4 2 4 3/4" 1 right HG6 2'••2" x 7'-0" solid core paint grade wood 1 left door in Timley or equal frame #5 7 4 3/4" 4 right ;-IG8 3'-0" x 7'-0" solid core paint grade wood 3 left door in Timley or equal frame #6 2 4 3/4" 1 right HG6 3'-0"x 7'-0" solid core paint grade wood 1 left door in Timley br equal frame #7 1 8 1/2" 1 left HG2 20 min rated 3'-0" x 7'-0" solid care paint ^_- grade wood door in Timley or equal frame HM_[fflARE SCHEDVLE HG2 Interior Door, 20-minute 1-1/2 pair FBB179 4 1/2 x 4 1/2 US 10 Butts 1 ea 401 ON Brnz Door Closer 1 ea Schlage D53PD RHO 61L Lockset 1 ea 407 1/2 B10 Wall Stops 1 set Smoke Gasketing DOOR SWING HG3 Interior Rest Room Door, 20-minute 1-1/2 pair FBB179 4 112 x 4 1/2 US 10 Butts ' 1 ea 401 ON Brnz Door Closer 1 ea Schlage D40S RHO 612 Privacy Lock 1 ea 407 1/2 B10 Wall Stop 1 set Smoke Gasketing Left Swing Right Swing 1 ea "Occupied" Privacy Lock HG3a Interior Storage Room Door, 20-minute HG8 Interior Door 1-1/2 pair FBB179 4 1/2 x 4 1/2 US10 Butts 1-1/2 pair FBB179 4 1/2 x 4 1/2 US10 Butts 1 ea 401 ON Brnz Door Closer 1 ea Schlage D10S RHO 612 Passage Set 1 ea Schlage D53PD RHO 612 Lockset 1 ea 407 1/2 B10 Wall Stops 1 ea 407 1/2 B10 Wall Stop 1 set Smoke Gasketing 1 ea "Occupied" Privacy Lock HG6 Interior Door 1-1/2 pair FB8179 4 1/2 x 4 112 US 1 O Butts 1 ea Schlage D53PD RHO 612 Lockset 1 ea 407 112 B10 Wall Stops OVERFLOW CORP PHASE II TENANT IMPROVEMENTS FLOOR PLAN Revision 2-Feb 9,1995 N4 Y ,- Electrical Office Office Office Room I 03 O f 1 O O MJ (HGB 1 HGH Nt � � Office � Copy/Storage _ Unisex Rest Room I I O! I I Office _ Copier O Janitor/ Waiting Janitor/ (F-ututo nest Roam) Office H02 005 (HOS NS LLN3 Office Office Office I R 7_. , DOOR SCHEDULE PHASE II, FIRST FLOOR NORTH 10-Feb-95 Revision 2 Door Quantity Wall T Swing Hardware Description Number Thickness (see iw w) Group #1 2 6 3/4" 1 right HG2 20 min rated 4'-0" x 7'-0" solid core paint 1 left grade wood door with 4" x 24" vision panel in Timley or equal frame #2 1 4 3/4" 1 right HG3 20 min rated 3'-0" x 7'-0" solid core paint 1 4 3/4" 1 left HG3a grade wood door in Timley or equal frame #3 2. 4 3/4" 1 right HG6 2'-6" x 7'-0" solid core paint grade wood 1 left door in Timley or equal frame #4 2 4 3/4" 1 right HG6 2'-2"x 7'-0" solid core paint grade wood 1 left door in Timley or equal frame #5 7 4 3/4" 4 right HG8 3'-0" x 7'-0" solid core paint grade wood 3 left door in Timley or equal frame #6 2 4 3/4" 1 right HG6 3'-0" x 7'-0" solid core paint grade wood 1 left door in Timley or equal frame #7 1 8 1/2" 1 left HG2 20 min rated 3'-0" x 7'-0" solid core paint grade wood door in Timley or equal frame HARDWARE SCHEDULE HG2 Interior Door, 20-minute 1-1/2 pair FBR179 4 1/2 x 4 1/2 US10 Butts 1 ea 401 ON Brnz Door Closer 1 ea Schlage D53PD RHO 612 Lockset 1 ea 407 112 B 10 Wall Stops 1 set Smoke Gasketing DOOR-SWING HG3 Interior Rest Room Door, 20-minute 1-1/2 pair FBB179 4 1/2 x 4 1/2 US10 Butts 1 ea 401 ON Brnz Door Closer \ / 1 ea Schlage D40S RHO 612 Privacy Lock \ ` 1 ea 407 1/2 B10 Wall Stop _ 1 set Smoke Gasketing Left Swing Right Swing 1 ea "Occupied" Privacy Lock HG3a Interior Storage Room Door, 20-minute HG8 Interior Door 1-1/2 pair FBB179 4 1/2 x 4 1/2 US10 Butts 1-1/2 pair FBB179 4 1/2 x 4 1/2 US10 Butts 1 ea 401 ON Brnz Door Closer 1 ea Schlage D10S RHO 612 Passage Set 1 ea Schlage D53PD RHO 612 Lockset 1 ea 407 1/2 B10 Wall Stops 1 ea 407 1/2 B10 Wall Stop 1 set Smoke Gasketing 1 es "Occupied" Privacy Lock HG6 Interior Door 1-1/2 pair FBB179 4 1/2 x 4 1/2 US10 Butts 1 ea Schlage D53PD RHO 612 Lockset 1 ea 407 1/2 B10 Wall Stops CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4 Inspection: etz KQ. T-- Footing Susp. Ceili Sprink. Bough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elect. Gough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line nsulation -Mech. Undertlr. Insui, Shear Wall jg� -Elect. Date Requested: �rj j f /f Time: AM JPM Address: Builder: .S / r1 p THE FOLLOWING CORRECTIONS ARE R'=OUIRED: Insgbctor: Date: �,,[ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD February 8, 1995 OREGON Mildren Design Group 11830 SW Kerr Parkway Lake Oswego, OR 97035 Project : Overflow (first floor north) Plancheck #1-48C 8950 SW Burnham Street Tigard, OR 97223 Subject : Building Plan Review (1991 TJBC with Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes . Please submit the following items for completion of the plan review process at your earliest convenience : 1 . Removal of architectural barriers up to an expenditure of 25 percent of the total project cost is required per UBC section 3112 (a) l . Please look at accessible items A-G and submit a price list which totals 25 percent of the project cost with the plans corresponding to such items . 2 . The highest operable environmental and other controls, dispensers, receptacles and other operable equipment shall be within at least one of the reach ranges specified in Section 3109 (b) , and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (section 3109 (c) 2) . 3 . Designate the use of each room . office, conference room, storage, etc . , so the proper occupant load can be determined. Additional review may be required. 4 . Provide an 18 inch strike edge on the pull side of doors #3 - entry doors to the suite (Table 31-F) . 5 . Submit plumbing and mechanical plans for review. 6 . Submit a door and hardware schedule for review. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 7 . If the occupant load is 30 or more, pursuant to item #3 above, the two exit doors into the tenant corridor shall be placed a distance apart not less than one half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line 1)etween exits (Section 3303 (c) . 8 . The entire length of corridor walls and ceiling to be one-hour fire rated (tunnel system - 5/8 inch type X gypsum board. on each side of framing) . All doors to be 20 minute fire-rated, self.-closing with smoke gaskets (Section 3305) . See doors/wall at the rest rooms, adjacent to the corridor. 9 . When two or more exits are required from a room or area : cit signs shall be installed at the required exits from the -iom or area and where otherwise necessary to clearly indicate the direction of egress (section 3314 (a) ) . This requirement is applicable if the occupant load is 30 or more. 10 . Fire dampers complying with the requirements of UBC Standard No. 4307 shall be installed and be readily accessible for servicing in the following location: 1 . Duct penetrations through protective elements of fire-rated corridor walls . 11 . Provide a privacy lock and an "occupied" indicator sign for the rest room doors (Table 5-E, note #1) . Please make these corrections on the appropriate pages of the drawings and resubmit three copies of each page to the City of Tigard for review. This plan review does not include electrical or plumbing plan reviews . Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan, Plumbing Inspector, Citv of Tigard, 639-4171 ext . 312 . If you have any questions or concerns, please do not hesitate to call . Sincer�y, David Scott, P.E Building Official PCI AAS' CITY OF TIGARD BUILDING INSPECTION NOTICE '�_"" -" Inspection Line (Rec-O-Phonel: 39-4175 Business Phone: 539-4171 Inspection: C �.e '� / G7t2z'La Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINA Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain rarn' Plumb. Alarm Water Line nsul -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ �� 6 Time:--KAM `_PM Address: C .SU I� �L p�-Y✓�_ Builder: SGS k—(�-]J AP-C-jv"4ermit THE FOLLOWING CORRECTIONS ARE REQUIRED: i In ector._2EDate:��� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. DEPARTMENT OF LAND USE 84 TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION#350-12 155 14ORTH FIRST, HILLSBORO, OR 97124 .rte COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 Pormit # : 05062032 project # : P0046329 Status APPROVED Page I of 1 Applied 12/20/94 Issued 12/20/94 Expires 06/16/95 02/01/95 05 31 COMELEC Permit Title OVERFLOW CORP - 2 CIRCUITS OTH Description JOB 3009-73 8950 SW BURNHAM ST Beyun : 12/20/94 Jab Address SW BURNHAM ST Ti.. --- Owner ?_ --- Owner Name I N8PECT I ON - T I(IARD Region D Applicant Name PHOENIX ?ELECTRIC Phone number 692-588.. Val.uat) on 0 Approved, __``_ Inspector Comments . Rejected-__ IVR-RESULTS -7 _ i �L eU'Z� _fa?n� _ ' s�c�()REQUEST ERROR' P 1 u mb in q Mechanical :__..._ Electrical : _ _ __ _ .� __._ _ _..._. -.------___. S t r u c t r u a l : C,e n t r a l Inspected by : H�' �"� Date :�_ � Inspection Requested * Final Electr ceCr._-� 0499 E AP DN IVR -02-+-0-t/9xs- -l-1— BW 598-1879 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: �, Footing Susp. C ing Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. PISg. o t Elec. Rough in FINAL Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ 2 C �f Time ' PM Address: .) � ; 7 i 1 y j h Builder."i sjCf Permit */tA 0�1'0005 r THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: - Date: APPROVED DISAPPROVED `APPROVED SUBJ CT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639 1 f Inspection.- Footing nspection:Footing Susp Ceiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Po-,',,'Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: ( ( '1� Time: AM PM Address: MEE29- S-c Builder. �tl .�T - -� (--'(_�) Permit #:_ l - C)of 9 THE FOLLOWING CORRECTIONS ARE REQUIRED: LC Iff Ar A-V Inspector. — Uate APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503!640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 Per1n.i t # : 05063137 Project # P0046975 Statue APPROVET) F'agt 1 of I Applied 01/23/95 Issued 01 /23/95 Expires U7/22/9'S 01/?.5/95 05 : 31 COMELEC Permit 1A.it1e OVERFLOW ,'ORP - 10 CIRCUITS OTH Description 8950 SW BURNHAM PHASE II Begun 01/23/95 Job Address 89550 SW BURNHaM 1 T1 5 -C--f/ Owner Name INSPECTION _. T I GARD Reg- on D Applicant Name PHOENIX ELECTRIC Phc%ne number 692-5982 Valuation : 0 Approved__ Inspector Comments Rejected_ _ toot N«r - 7(-, .,%#;Af REOUF.ST ERROR ' 40 Plumbing Mechanir_al. Electrical : St ructrual : General Inspoctod by __._..._ � .._ - Date : Inspection Reuv �st�d �l�Wa1_ 1 Co �rer 0413 E AP LAN IVR DEPARTMENT OF LAND USE&TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION 155 NORTH FIRST,HILLSBORO,OR 97124 COUNTY INSPECTION REQUESTS: 503/840-358i/693-4415 OREGON Page 4U::i4lti oi 1 Date 01/24/95 Time 10 : 00 Permit Type : Commercial Electrical Permit Permit # 05063137 Permit Status : APPROVED Applied : 01/23/95 :)it.us Address : 8950 SW BURNHAM ST TI Issued : 01/23/95 Permit Title OVERFLOW CORP - 10 CIRCUITS Completed Permit Descr. 89b0 SW BURNHAM PHASE: 11. To Expire : 0'1/22/95 Project Title OVERFLOW CORP 10 CIRCUITS project # : P0046975 Project Descr. 8950 bW BURNHAM, PHASE: 11 * EROSION Parcel Number : 2511'1 - Land Use District Valuation 0 Legal Descr. Owner : INSPECTION - TIGARD Construction OTH Applicant Name t PHOENIX ELECTRIC Classification : 900 Applicant Addr , : PO BOX 1432 Occupancy. : TUALATIN, OR 97062 Validated by KF Applicant Phonet 691-5882 Inspector Area Fee description Units Hee/Unit Ext fee Data ----------------------------------------------------------------------------- 1st Branch W/out Feeder CE;nt-er #] 1 35 . 00 35 . 00 Addl . Branch W/out Feeder [Enter #J 9 5 . 00 45 . 00 Subtotal Electrical Pees : 80. 00 State Surcharge of 5% 4 . 00 Total Electrical Fees : 84. 00 *** Fees Required *** **f< Fees Collected & Credits *** Method Check # Receipt No . Date payment CK 29987 01/23/95 84 . 00 Fees : 84 . 00 Adjustments : . 00 'total Credits : . 00 Total Fees : 84. 00 Total Payments : 84 . 00 Balance Due: . 00 NONCE: This permit becomes null and void If the work or construction for which It Is Issued Is not commenced within 180 days. Once construction has started, the permit becomes null end void If construction Is Interrupted for a period of 180 nays. I certify that the Information presented by the applicant and his agent or agents In support of this permit Is true and correct to the best of our knowledge. I acknowledge that the Building Department's reliance upon false and misleading Information may Invalidate this permit. All provisions of applicable Tawe and ordinances governing the construction and use of this building or structure will be compiled with whether or not specified on the plane or noted on the pians correction sheets. I acknowledge that the granting of a permit doe*riot grant authority to access private property or to use easements. 1 further acknowledge that the use or occupancy of the structure or building permitted depends upon my calling for Inspections at various times during the process of construction and the building Inspection staff verifying compliance with the various codes. Use or occupancy of the building or structure permitted prior to approval by the Building Department Is solely at the risk of the applicant end such use or occupancy Is revocable until all Inspection requirements are satisfied and approval Is given by the Building Official. I further acknowledge that a Ilan may be placed on the title of the property upon which the permit Is Issued specifying that the use or occupancy of the building or structure Is provisional and revocable until the satisfaction of all Inspection requirements. APFUCANT'0 f10NATURt y WASHINGTON COUNTY nrtELECTRICAL PERMIT epan7ent o4 Land Use & Transportation Electrical Inspection Section 155 North First Avenue, 4350-12 APPLICATION Hillsboro, Oregon 97124 Information: (503)640-3470 Fax: (503) 693-4412 Permit PLEASE PRINT Number _� � 1 Date Please - - allsectionsthr4. Complete Fee Schedule below 1. Locati0 , Of In$tall(�tl t Number of Inspectlone per permit allowed Address �� �u� -;;,Ct r�pL ��f Services Included: items Cost(ea.) Sum Buildingg A. Residential-per unit city I r(Q(��. Suite No. --`—�-- 1000 sq it.or less $110.00 4 Tenant NameI Each additional 500 sq.ft i— (il commercial) _ ,ler-'1,.,„� /ir,rpoS�f 16or portion thereof $25.00 Ma NTLot �^ Limited Energy _.— $25.07 1 Map ax Each Manuf'd Home or Modular Dwelling Service or Feeder _—_. $66.00 _ 2 Thomas Map Book: Page: Section:._.____ B. Services or Feeders --— Installation,alterations or relocation or Commercial ly Residential❑ 201 amps to 200 amps to less —_ $60.00 2 400 amps $60.00 2 401 amps to 600 amps _ $120.170 2 2a. Contractor i tallation onl 601 amps to 1000 amps $160.00 2 Y• Over 1000 amps or volts -- $340.00 __ � 2 Electrical ntraFtor (, c C Reconnect only __ _ $50.00 _ �_ 2 Address 0y T_X�7k 1 Date_ _' :1 _ Job Number 47— C. Temporary Services or Feeders Properly Owner — Installation,alioration or relocation ? 200 amps or less $50.00 _ Contractor's License No. 2—_� --- Contrartor's Board Reg, No. ,Z� `� 201 amps to 400 amps $75.00 __ 2 401 amps to 600 amps $100.07 2 Signature of Supr. Elec' Over 600 amps to 1000 volts flee'B'above �' License No..-? n Phone No. _t _ D. Branch Circuits New,alteration or extension per panel ?.b. For owner Installations: a) Tho fee for branch circuits with purchase of service or feeder lee. Print O.wner's ams � Phone No, Each branch circuit __ $5.00 _ 2 b) The fee for branch circuits without purchase of service or feredpr lee. �, �0 _ First branch circuit T!' $35.07 2 C-1y�— tate Zip� Each add'nl branch circuit_ $5.00 2 E. Miscellaneous (Service or Feeder not included) The installation is being made on property I own Each pump or Irrigation circle $40.00 2 which is not intended for sale, lease or rent. Each sign or outline lighting $40.00 2 Signal circult(s)or a limited Owner's Signature �— ^_____���_� energy panel,alteration or extension _ $40.00 _ 2 �._.._ F, Each additional inspection over the allowable In any of the above ? Flan Review section (if required) Per inspection ^_ $35.00 please check appropriate hem and enter fee In section 5B. Per hour y_ $55.00 _._. In Plant _ $55.00 _4 or more residential units in one structure __Service and feeder, 300 amps or more 5. Fees C�C� —System over 600 volts nominal A. Enter total of above fees $ c6 Classified area or structure containing special 596 Surcharge (05 X total fees) $ ._ occupancy as driscribed in N.E.C. Chapter 5 Subtotal $ Submit 2 sets of plena with application where any of the B. Enter 25% of line A for Plan Review if required (Section 3) $ ------- above nrnly. Not required for temporary construction SUbtOtal $ services. Less Bulk Label Fee $ -" Balance Due $ For Inspections call This 640-3561 or 693-4415 within n becomes Cult and void the work authorizedred the k Col commenced n 190 days from dd Ne IIssuancence of such permitnr M the work•WI!orlxed Is suspended or abandoned at arty time after work is oommenesd for a fretted of 190 days. 24-hour recorder, one working day In advance of need Ffactricsi PermMa ars non-refundable and nondransfsrsbie. 4194 INSPECTION NOTICE city or Tigard Building Department 13125 M Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phons): 639-6175 Business Ph -4171 Footing Plbg. Underslab Hoch. Rough-in A Sd wlk Found, Plbg. Top out Gas Line FINAL: Post/Beam Struct. San. Sower Framing -Bldg. Post/Beam Hach. Rain Drain Insulation -plumb, Plbg. Underfloor Mat Line �y Gyp. Bd, -Hoch. Data Requostode Tiros: AM PH Address: /may � w— Permit / Builder:- THE FOLLOWING ODRRECTLONS ARE REQUIRED: Inspector: _ Date!- -APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE __Call For Reinnp. INSPEfalON NOTICE Cit? or Tigard Building Department 13125 BW Nall Blvd_ Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)s 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab McOh. 03ugh-in Appr/Sdwlk Found. Plbg. Top Out Oast Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underrloor Nater r L Gyp. Bd. -Meoh. Date Requesteds - Times 1'0 PM Address: Permit 111 / -n qU`j Bul)ders - LJ �� �r--- TBE FOLLOWING CORRECTIONS ARE REQUIRED: oe Inspector: / Dates APPROVED _T DISAPPROVED APPROVED SUBJECT To ABOVE C»11 Fnr Rpinsp. INSPECTION NOTIC& City of Tigard Building Department —� 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Lint (Rec-O-•Phone): 639-4175 Business Phone: 639-4171 Inspection: M Footing Plbg. Undero ab Hoch. Rough-in Appc/Sdwlk Found. c y Top Ou!1� Can Line FINALs Post/Beam Struct. Ban. Bower Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor. Mater Line Gyp. Bd. -Mech. Date Requesteds T Time: AM PM Address: r)i---LZ�`ryG _,Permit 1s� t Builder: -)t} L/ L C THE FOLLOWING CORRECTIONS ARE REQUIRED: Inapector4l / + – _ Data• � --,--APPROVED — DISAPPROVED APPROVED SUBJECT TO ABOVE . Call For Reinap. INGMTION OTICE City of Tigard Building Deparbeent 13125 d11 gall Blvd. Tigard, Oregon 97223 Inspection LinleRlec-O-Pho eke 639-41775 pBus1in,ess Phones 639-4 7 Inspect ion s�._ �./ Z` � - l(�-� Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cam Lin* FINALS Post/Beam Struct. San. Sower Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line Gyp. Bd. -Hoch. Date Requesteds / �! GI Times AN PH Address:__�L1_SQ `ZI�/..� 1� 2i Permit f� T_C Buildor: 4,c C_C / TBE FOLLOWING CORRECTIONS ARE RRWIREDs Inspectors Data s1-� APPROVPD DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Rainep. INSPECTION NOTICE City of Tigard Building Department. 6 13125 MW Ball Blvd. Tigard, Oregon 97223 Inspection Line ec-O-Phone: 639-4175 Business Phonei 639-4171 Inspection:_ Footing Plbg. Under b Mech. Rough-in Appr/Sdwlk 1 !' Found. Plbg. Top Out Gas Line IN,�L.� Post/Beam Struct. San. Sewer Framing Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lire / Gyp. Rd. -Hoch. Data Requested: zz' /_I y Time= Aid pM Address:���-�G _ Permit f: I22 Builder: �� / 1----- THE FOLLOWING CORRECTIONS ARE REQUIRED: I /j y 1/ Inspector:. Y— Date: 11 PPROVED T DISAPPROVED APPROVED SURJECT TO ABOVE _,Call For Reinep. M>'gcTj02_OTICS City of Tigard Building Departaent 13125 an Ball Bled. Tigard, Oregon 9722 Inep•eti • (Roc-o-Phun•)a 439_-4175 Business Phones 639-4171 Inspections Tooting Plbg. Und•rslab Mach. Rough-in Appr ciplk � s Found. Plbg. Top O-it Oas Lino I11>lL� - Post/Beam Struct. San. Bower Freeing Post/Beam Mach. Rain Drain Insulation -P1 Plbg. Underfloor NaterL • Gyp. Ed. -Mech.�/fL Data Regsswet•ds Times PM Address a 8 1�� /C&I_LdZ4 `.Q� Permit W-06-12) /-� Builders J,2/L� THE FOLLOMIMO CORRECTIONS ARE REQUIRED: _�.._ 771 /7 c l` d,/ �6 S Gam/} C9 v,IW M 13�Fl�i�P2 �reel -�— Aezly' �•cr.,.c 5 , Inspectors Dates APPROVED DISAPPROVED DISAPPROVED �^ APPROVED SUBJECT TO ABOVE Call For Reinsp. INSPECTION NOTICE City of Tigard Building DepartMOnt 13125 SN Ball Blvd. Tigard, Oregon 97223 Inupection no (Roc-o-Phone)s 639-4175 B,usineea Phones 639-4171 Inspections , qL• Footing Plbg. Dnderslab Koch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Lina FINALs Post/Beam Strvct. San. Sewer ra -Bldg. Pest/Beam mach. Rain Drain Insulaattio�n/ -Plumb. Plbg. Underfloor Nat e Line/ /eas.o~ -Koch. Date Requesteds V 2 �C I f7 Times PK Address Por%Lt f r 6q f 4.3 --d 3 ; Builders TBE FOLLONING CORRECTIONS ARE REQOIREDs r of 26 i i Inepactors� �' Dates —_APPROVED ----DISAPPROVED APPROVED SUBJECT To ABOVE \ `� - Call For Reinsp. - �I INSPECTION NOTICE City of Tigard Building Department 13125 BE Ball Blvd. Tigard, Oregon 97229 Inspection Line (Rec-O-Phons): 639-4175 Business Phone: 3 -4171 Inspection:______ _ Footing Plbg. Undersl Hoch. Rough-in Appr/sdwik Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation> SPC, -PIumb. Plbg. Underfloor Nater Line Gyp. ad. -Mach. ls ^1-PC 9y±-QG� Date Aequestedsc _ VI - ' RTime: G� AM q PM Addrawas [ i� �1JLk-,'-V��C�1�� 1 permit Builders C2LC"rLa-'D C©�T;� t��V�U. '5qq f TAE FOLIMMING CORRECTIONS ARE REQUIRED: ` — 1 Y C.l U T 1[JCl/L�1-1 L y�C.)�.� CC3—� l.(_ t C� Gam.-r:,��C'' 1�,.-✓ Inspector: PROVED _ DISAPPROVED _ APPROVED SURJSCT TO ABOVE _` Call For Reinep. INIpECTION NOTICE city or Tigard Building neper- t 1312S SM Hall Blvd. Tigard, Orsg,,n 97223 Inspection Line (Rec-o-Phone)c 639-1175 Business Phone:i- 71 Inspection: rooting Plbg. Underalab Mech. Rough)-in Appr/Sdwlk round. Plbg. Top Out Can Line FINALI Post/Beam Struct. San. Sewer rraming -Bldg. Post/Beam Mach. Rain Drain ( Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Bd. -Mach. Date Requestedt ,l"" �y L1 T�i.Lmet AM —PM Address, - 1lJl_Lrl V�� 4\ �7� ► Pe -t Builder: ��----- THE rOLI.OMINO CORRECTIONS ARE 7TTREQUIRED: )o- n Y� 3Y1 Cyl l c 'eC •CL L, ALL . Gv_ZGt cL- Inspector: Date— - APPROVED _ DISH F' D APPROVED SUBJECT To ABOVE -_� _Cell por Relnep. (,it INSPECTION NOTICE .� City of Tigard Building Department 13125 BW Ball Blvd- Tigard, Oregon 972 Inspection Line (Rec-O-Phone): 639-4175 Business Phone:-639-4171 Inspection:_ � �� ' Footing Plbq. Undlab "R86gTi ins Appr/ k"'U Found. Plbq. Top Out Cas Line FIN ': Post/Beam Struct. San. Sewer Framing Bld . Post/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Lino Gyp- Rd. -Mech. Date Requested: Time: x�AN PN Addroes• .'gcmlt 4 / fI Builder: Y 7Z THE FOLLOWING CORRECTIONS ARE REQUIRED: ------------- -- Inspector: „c _ - Date: �GJ PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. MECHANICAL CITY OF TIGA,RD PERMIT PERMIT #. . . . . . . r MEC94--00.19 COMMUNITY DEVELOPMENT D4P TAR DATE ISSUED. 07/21/94 13125 SW Hall Blvd.Tigard.Oregon 9722301199 (503)639-4171 PARCEL: 2SI02AD-02600 SITE ADDRESS. . . : 06950 SW BURNHAM ST SUBDIVISION. . . . : BURNHAM TRACTS ZONING: CBb BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :5 ------------------------------------- CLASS OF WORK. . :ALT FLOOR FURN. . . . I EVAP COOLERS: TYPE OF USE. . . . :COM UNIT HEATERS. . % VENT FANS. . . : 10 OCCUPANCY GRP. . :82 VENTS W/O APPL: VENT SYSTEMS44 STORIES. . . . . . . . :2 BOILERS/COMPRESSORS HOODS. . . . . . . : FUEL TYPES-•--------•---- 0-3 HP. . . . : DOMES. INCIN: I /GAS/ 3-15 HP. . . . : COMML. lr4CLN: MAX INPUT: BTU 15-30 HP. . . . : REPAIR UNITS:4 FIRE DAMPERS% . x 30-50 HP. . . . WOODSTOVE13. . : GAS PRESSURE. . . : 50+ HP. . . . CLO DRYEFS. . : NO. OF AIR HANDLING UNITS OTHER UNITS. : FURN ( 100K BTU:4 10000 cfmi GAS OUTL.ETS. :4 F*(JRN ) =100K BTU: 10000 cfm: Remarks : Overflow Corporation--- remodel mini-storage into of4`ices. Owner: FEES OVERFLOW CORPORATION type amol.int by date rprpl' 8950 SW BURNHAM STREET PRMT $ 114. 00 SW 07/21/94 PLCK $ 28. 50 SW 07121194 TIGARD OR 97223 5PCT 1 5. 70 SW 07/21/94 Phone #- 598--1870 Contractor: ---------------------------------- 416+A�AGTBR NfFT -18" FfLE -t crr^L— IF n I-r C)L C-A-s-r-,C e Phone #: E 148. 20 TOTAL Reg #. . I REQUIRED INSPECTIO14S This pereit is issued subject to the regulations contained in the Gai5 Line resp Tigard Municipal Code, State of Ore. Specialty Codes and all ol;her Mechanical I n s p applicable laws. All work will be done in accordance with Heating Unt Insp approved plans. This porsit will ,pir@ if work is ,,it started 11mc 1 1 n C5"'ecl `on within IN days of issuance, or if work is suspended for itare Misc. trispection than IN days. linal Inspection Permittee Signature- 1 ,isj.ted By : Call for inspection 639-4175 City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 SW Hall Blvd, APPLICATION Permit # 2Y-601 Tigard, OR 97223 (503) 639-4171 ML,/ Co i-y Table 3A Mechanical Cade GTY PRICE AMT Address jot) �� j V� V Y 1) Pwmh Fee -0- a-0- 10.00 2) Supplemental Permh 3.00 "` Fumace�i OV'R✓ (14f, t) incl.duds a vents _ 1 - co) Owner 56 Sw UVhjV' ✓� 2) irxJ.duds d vents 7.50 0 1� Floor umancz3" 3) ind. vent 6.00 •�•,` — �iispende�Fiea W,we11 Fiea�' --- 0VY� /o� 4) or floor mounted heater 6.00 Occupant en 6 '+Ti"— 5) appliance permit 3.00 Repair of heating,reingg,, 6) cooling,absorption unit s 6.00 lx' Hoder or comp Meat pump,av co , FAA e f r p+. 7) to 3 HP nbsorp unit to 100K BTU 6,00 _- 1r�i ler or comp Fvar pump,as coi0— Contractor _ 8) 3.15 HP absorp unit to 500K BTU 11.00 t'� ^-- boder or comp7W-ar m as conal.-- 9) 15-30 HP absorp unh.5.1 and BTU 15.00 CRY '. •" --MTr or comp,Rat pump,air ro 10) 30 50 HP absorp unit 1-1.75 mil BTU 22.50 lu�r®6y ec rc�icav ierT ei�3iTii s ap ira wn.lfwflTie`-' er orccomp, a pump ee co m Information given is corned,that I athe owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU 31.50 of the owner,tttt I plans submitted are in compliance with State itan ing urn'iTo-- - — _ laws,that I am registered with the Construcbon ContractWe Board, 12) 10,000 CFM 4,59 Clint the numFAv given is correct. (It exempt mom State registration, Aw - please give ronson bolow.) —_— -.�— 13) 10,000 CTM+ 7.50 14) evaporate cooler 4.50 _— -- en an conned`--- - — - -�-- _ ---^- 15) to a singlo dud p 2.00 -Ventilation s- ysiem no ---- 16) included in applianoe permit 4,50 Hood served y 17) mechanical exhaust 4.50 son w new -iddition rj n re n repairU Vom-meicia or industrial to be done residential Q non-residential Is :8) type Incinerator 30.00 x s ng use o — -- (Me(i.e., vondstov`e,waw -- building or property --�-�,- 19) heater,solar,:�othes dyen,etc. 4.50 Proposed use of ' 20) Gas piping one to four outlets 2.00 ,Ob. building or property on C'C--��-_-- ` Type of fuel -oN O natural gns 0 LPG Q electric(} 21) More than 4-per outlet _ Minimum Fee$25.00 SUBTOTAL PERMIT'S BECOME VOID IF WORK OR CONSTRUCTION '-- DN - AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 6%SURCHARGE S o IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL $G> AFTER WORK IS COMMENCED. - Special Conditions - TOTAL 7 8�tm Date issued by sWusoi W .www.w CONSTRUCTION CONTRACTORS BOARD-l OF OREGON t `• , KET RD Registered as: I 78765 .A I xN' IOSTAY TMpRNNJTT ( SPEC CONTR/ALL- SYRUCtURESd01885 ; w g, ACH ex BliPT ANO [CORPONATtol" RRv Expires{ /.13I'S UI�,� _ i v IT11 'l;,ti yl�; �F`,�. YOUZA /� �, fNiE . '1M .' 1 .,� p//,��. }r,,. cl I Y (IF' T u;Am) — RfAILIP'T OF PPYMV P41 RFMC;F 1F'1 NO. t94.ctWlf, I_lUZ;K f;iMI JUN I a 148. 00 NAIti! CN�iW "MOUNT' 1 0. (Ali P. O. SCIX BOX 1 148 �!NYMI:N T DA 1 F 1s 01/P 1/1.►4 PORTLAND, OR NUDD i V I S I ON � 9 7140-- PURI�Wr--. OF* PAYMENT AMCQN T PAM WURPOS'l UF' PAYMF:N I AMOUN i PAID h1F CFiAN I CAI.. 11F. MEf::94—•001'3 ~__ W 1 1;.W €3T. BUILD PIER S. 'I(A VILAN f.:HF.CK FE P8. 50 )047 SW BURNM4M 7 ITMI... AM01 IN'T PAID - __ ... _..> 148w PH _ ¢ p.. INSPECTION NOTICE . / City of Tigard Build1mg Department 13225 SW Ball Blvd. Tigard, Mvgon 97223 Inspection Line (Roc-O-Phone): 639-4175 BusinessPhones639-4119/0 71 C( Inspectioc::� -Z ic ,l _ ��°1 7]L { �U 277 il/ /1� Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINAL: Post/seam Strvct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Oyp. ed. -Mech. Date Requested:` - l L Time: —1 AM _PM Address:__ (�/r Q �y� �� ,Permit i s,I L L� Builder:_ CZ k ma11 y7 IT L (7V.�.� TAE FOLLOMINC CORRECTIONS ARE REQUIRED: '1 -- — (n 'K /y�fJ r vYO 4 L Inspect#r- DAte: ' APPROVED ^� DISAPPROVED APPROVED SUBJEt'T TO ABOVE Call Por RAinnp. 1143PEGTIOI1 NOTA City of Tigard Building Department 13125 OW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phons): 639-4175 Business Phone: 639-4171 Inspection:__ ^ Footing Plbg. Underslab Hoch. Rough-in App-/Sd-lk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water�Line C� Gyp. Bd. -Nech. Date Requested: L� Time: AN PN //r oy Address: ( [!�t?�7Gc-rrc — Parmit It �___ 1. Buildor: �J'G� _� UIF_[j�__ THE FOLLOWING OORRECTIONS ARE MUIREnt ver dLc� �� ��AC�E Fns' Fvl-�_- � ;•^ ��r��'T/f ___- Inspector:c- -•- Date: I `-APPROVED _-^ DISAPPROVED APPROVRD SURJErr TO ABOVE A Gall For Reinap. INSI?EIPM N_0T�q City of Tigard Building Depaztsesnt 13125 BW Hall Bled. Tigard, Oregon 97223 Inspection Line (Rec-0-Phone): 639-4175 Business Phones 639-4171 Inspections Tooting Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line / Gyp. Bd. -Meeh. JDate Requested: 7 )- ��Times AM PM ! Address: Builder: TRs FOLLOWING CORRECT7oNS ARE REQUIRED: tet-' cL/� Ci. 1 Inspector: — -v Dates )(APK4OVZD�150 -.--SSSAPPRO13M --- APPROVED SUB.7RCT To ABOVE __Ca11 For Reinep. INSPECTION NOTICE City of Tigard Building Department 1.3115 RW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Recce.-Phone): 639-4175 Business Phones 639-4171 Inepoction: (7`7 <"SJ ) Footing Plbg. Underalab Hach. Rough-in Appr/Sdwlk Found. Plbg Top Cut Gas Line FINALt Post/Beam Struct. San. Sower. Framing -Bldg. Post/Beam Hoch. !teln Drain Insulation -Plumb. Plbg. Underfloor :tater Line Gyp. Bd. -Hech. Date Requested:' q- - -?-q----Tire: A-MresesC � PyeroSf�1:-��' '� _ Buildr r.:_�/�� �,L �7 r I'. / n TRT FOLWI *TNG ODRRECTIONS ARE REQUIRED: �- Inspecto/r�:- _ _� _-_ Date: - _APPROVIRD _- DISAPPROVED - APPROVED SUB.TECT TO ABOVE 111 ___-Call For Reinap. Construction Inspection 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting X 12 CONCRETE TEST SPECIMENS REPORTOP P.O. Box 23814 AS' M C39/C31/1231/C1064/C172/C143 Tigard,Oregon 97281 Test Methods: _ _ —__ Phone(503)684-3460 FAX 0 684-0954 Dato Molded: 04/11 19 94 __. Job No.94-1345 Permit No: Client. __-.D-V-F-REQ.W-CORPQ AI- ON - N WARD GTI E _ �` -- -.—•-- ----- -_—__ Project: OVERFLOW CORPORATION Address: —8950 SW BURNHAM ST TIGARD OR Contractor: - ---- - -Sub Contractor: - - ---------- -- C<�ncreteSuppliar. LONESTAR NORTHWEST 054 178730-12 Truck No. - Ticket No. C . STASCH 2 Cast By: _.— ----Cu.Yds. .,_10/`0 -__Load No. - -RAIN 55 40 weather: ---Temp.High: .____ Temp.Low: STAIR TOWER SLAB AND EXISTING SLAB INFILLS IN EXISTING Location of Placement: _- BUILDING . 9'35 60 _Test Time: ----...Concrete Temp: --_-----._-_-- 3500 28 4" I-II Strength Requirement: -..- - -_-.--- -- -_ --- - -- PSI ® _---_--days Slump --_._ -.._Cement Type - -- 0733 3/4 Mix No./No.Sacks --- _.---AIr C,mtrnt -- __ ..___. Max.Aggregate - -------- Admix.Amount: ----Brand: -----_.Admix.Amount: ----Brand: --- Set _.Brand: -_Set TestO Register Date Date Total Area Unit Report Tested No. Days Number Ree'd Test -Load _ PSI_ No. By - 1 7 4644 04/12 04/".8 86, 991 28.49 3050 2 JB 28 4644 04/12 05/09 135,200 28.56 4730 6 JB 28 4644 04/12 05/09 140,540 28.56 4920 6 JB Remarks: Cc:CITY OF TIGARD AFGHAN ASSOCIATES LNC Information contained herein Is not to he reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests I Carlson Testing, n.C. Geotechnical Consulting REPORT 00 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C39/C31/1231/C1064/C172/C143 hone,O3)684-3regon 46 81 TestMethods: Phone(503)684-3460 FAX#684-0954 Date Molded: — D4,'i 1 19 94 _ Job No.94-1345 Permit No: --- --- -- — Client: ION HQ ARD—GlI E _—�— ------ - - Project: OVERFLOW -CORPORATION -- 8950 SW BURNHAM ST TIGARD OR Address: -- ---- - Contractor: —.-------Sub Contractor- - — -- LONESTAR NORTHWF_ST054 178730-12 Concrete Supplier: -- -- _Trunk No. .__ —Ticket No. Cast By: ____ C . STAS�:H Cu.Yds. 10/20 -Load NoRAIN 5.5 55 40 Weather: -------- -- ----------Temp.High: _.— _.Temp.Low: ------ STAIR TOWER SLAB AND EXISTING SLAB INFILLS IN EXISTING Location of Placement: — ----------- ---._--- - ---- - BUILDING . 9:3560 --Test Time: ---- --- -- -.Concrete Temp: ---- - - -- 3500 28 4„ I-II Strength Requirement - PSI a - days Slump - Cement Type --T--- 07333/4 " Mix No./No.Sacks -- - Air Content - Max.Aggregate - ---- Admix.Amount: Brand: Jldmix.Amount: _T__ Brand: — Set Teat® L Register Date Date Total Area Unit Report Tested No. Days _Number Rec'd .---.est ---. ---Load — PSI _ No. By 1 7 4644 04/12 04/18 86 , 991 28 .49 3050 2 JB 28 4644 04/12 05/09 28 4644 04/12 05/09 nomarks: CC:CITY OF TIGARD AFGHAN ASSOCIATES INC. In}arrnatlon contained herpk,is not to he reproduced,except In full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc• Geotechnical Consulting X 1.2 CONCRETE TEST SPECIMENS l3EPORT(� _,;___ - P.O.Box 23814 ASTM C31/C39/C1231/C1064/C172/C143 Tigard,Oregon 97281 TestMethod- _ __ __�_ __ ,- -- Phone(503)684-3460 FAX#684-0954 04/11 94 94-1345 Date Molded: -- - , 19-- - Job No. --- Permit No: -- -- ----- OVERFLOW CORPORAL ION - HOWARD_GILE Client. -- --- Project: OVERFLOW CORPORATION 8950 SW BURNHAM ST TIGARD OR Address: Contractor: Sub Contractor: - -_- -- ------- --- - -- Concrete Supplier: LONESTAR-NORTHWEST Truck No. __.083�___.�__�TicketNo. 17873`5-12 c . S rASCH Yds. _ l0/30 _ Load NL.. 3_ ---- Cast By: __-._._,.--__--- -----Cu. - RAIN Weather: ___ -- _ _-_Ternp.High: 5 4 0 5 Temp.Low: APPROACH ON BIJRHAM TO OVERFLOW CAP . Location of Placement: - —.Test Time:10- -=-15---------Concrete Tomp: 61.- .3000 282 3/4" I--II Strength Requirement: -------- ----- -.--PSI ® _._ _ __-nays S'iump ---- _._ Cement Type 3500/07333/4" Mix No./No.Sacks ---- Air Content -- ------ Me)(.Aggregate -------- -- - Admix.Amount: _ --_ _Brand: _ __—Admix.Amount: —_Brand: - Set Test® Register Date Date Total Unit Report Tested No. Days Number Recd Test Load Area pgi ;Too 7 J 4645 04/12 04/18 91 , 144 28.49 3200 3 JB 28 4645 04/12 05/09 _ 28 �— 4645 04/12 05/09 HOLD 4645 04/12 _ _— Remarks: cc:CITY OF TIGARD ATET�TW Ininrmation contained herein is not to be reproduced,except in full,without prior authorization from this office. INSPECTION NOTICE City Of Tigard Buildi.aq Department 1.3125 SW Ball Blvd. Tigard, Oregoe 97223 Inspection Line (Roc-O-Phone)t 639-1175 Busine a Phopet 639-1171 Ineportiont /�/� �' -�k' if�'1 �l 14-4 Footing Plbg. Underalab Koch. Rough-in Appr/Sdwlk —•L Found. Plbg. Top Out Gas Line FINALt Poet/Beam structs. San. Sewer Framing -Bldg. Poet/Beam Meeh. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp, Rd. h Data Regtiwatedt (_��` I1 - -,.. Address: Peit 1t, L ) rm/1 Builder:. �4'_ THE FOLLOWING CORRECTIONS ARE REQUIRED InspectortD'IT Datee�� Y APPROVED DISAPPROVED __ APPROVED SUBJECT To ABOVZ __Call For Rafnsp. I11SPL+MON NOTICE City or Tigard Building Department 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:— Footing Plbg. Underslab Mech. Rough-in CA�pppr/86w1k `1 Found. Plbg. Top Out Cas Lina FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam NE-ch. Rain Drain Insulation -Plumb. P]Lbg. Underrloor W teCr[ Line Gyp. Bd. -Meeh. Ditto Regaesteds (� U �— __Time: Pad AM PM Permit #t Builder,( [[ 2199 FOLLOWING CORRECTIONS ARE REQUIRED: I CA4�4- fb1� .10&a/a U^__l�lt�L S. Inspectorsj� �---- nata: --APPROVED - DISAPPROVED — APPROVED SUBJpC'T TO ABO i call For Rainnp. I MUMMUM INSPY�C WO' NOTICE /, 1 city or Tigard Building Dopertsrtmt VV 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O--Phones 639-4175 Business Phone: 639-4171 Inspection:__ tooting Plbg. Underalab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL- Post/Beam Struct. San. Sewer Framing -Bldg. Pout/Beam Hach. Rain Drain Insulation -Plumb. Plbg. Underrloor Nater Line Gyp. Bd. -Hoch. Date Requested:_ _ _ Time: --AN _ PH Address: 1�5-L1�lJ�((��IJ�VVI _.� P. it i:C�,.1 Builders l �'-{ \[1�tilTM THE FOLLOWING CORRECTIONS ARE REQUIRED: I Inspector: ,� Date:_ - —�� l' APPROVED DTSAPPROVED APPROVED SUB..TECT TO ABOVE Call For Reinap. ManCTION Mg= � City or Tigard Buildisg n.part`.snt 13125 SW Ball Bled_ Tigard, Oregon 97223 Inspection Lina (Rec-o--Phono)t 639-4175 Businaws Phoney 40-41/71 Inspections_ -- Footing Plbq. _Undwslab Mach. Rough-in Appr/Sdwlk Fmad, Plbg. Top Out Gas Line FIKALs ``-__ Post/Beam Struct. Ban. Sewer Framing -81,39. post/Beam Koch. Rain Drain insulation -Plumb. Iii Underfloor Nater Lino Gyp. Bd. -•sCh. Date Aequestods LA - C4 �', _ Tues AN PM Addreas ���)\/�� psi\ : u Builders 1` �OC ��M -tiL ULo_ •A J. � TB! FOLLONIKG copMcTION6 ARE RRWIREDs 3 3 Insr•+octore APPRdVb� DIAAPPROVED APPROVRD SURJACf TO ABOVE Call For Relntvr. INSPECTION NOTICE City of Tigard Building Department 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Lina (Rec-O-Phono)e 639-4175 Business Phone: 9-1171 Inspection_ \��J1 ��:' 4- 1 (] Footing Plbg. Undec-slab Mach. Rouyh-in Appr/Sdwlk Found. Plbg. Top out Gas Line FINALi Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbq. Underfloor Mater Line Gyp. Rd. -Hoch. Date Recsuwsted,�— , ` C. 1 _ Timet — AM K Address! r �l A- Permit Buildere A CA T"Z FOLLONIlH3 OORRE(RIONS ARE REQUIREDt Q i Inspectors_- �'�- Date � +1 _✓IAPPRO{ED DTSAPPRAVED -� APPROVED SUR.7EC1' TO AROVE __..__Ca11 For Retnep. �' `� Construction Inspectio,i &Related Tests Carlson Testing, Inc. Geotechnical Consulting X 12 CONCRETE REPORT O�'__. TEST SPECIMENS P.O. Box 23814 ASTM C39/C31/1231/C1064/C172/C143/C231 Tigard,Oregon 572.81 Test Methods: Phone(503)684-3460 03/31 94 94-1345 FAX#684-0954 Date Molded: — ---, 19 Job No. — Permit No: OVERFLOW CORPORATION - HOWARD GILE Client: OVERFLOW CORPORATION . Project: — -- -- ---------- --- 8950 SW BURNHAM ST TIGARD OR Address: ------------__-- -ontractor: -- ----_---- __---Sub Contractor: .-- LONESTAR NORTHWEST 110 178487 Concrete Supplier: _� ___ .—Truck No. —_ Ticket No. K . THRALL 9 Gast By: — � .____.___Cu.Yds. _—_ Load Not_ RAIN 60 40 Weather: ------ _-_ _ —Temp.High: Temp.Low: ___.- INSIDf 5 1/2_ STRUCTURAL FOOTINGS . EXTERIOR STAIR TOWER FOOTING t.ocationof Placement: 2: 15 F ]. ---_ .--'fast Time: __——___ Concrete Temp: 0 28 I Strength Requirement: —PSI 0 days Slump ___ Cement Type 0733 Mix Mo./No.Sacks —_-- Ali Content ---- -- -------- -- -- Max.Aggregate Admix.Amount: _ _Brand: Admix.Amount: _.__ __Brand: Set Test® Register Date — Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. By 7 4525 04/01 04/07 85,034 28.21 3010 1 KB 28 4525 04/01 04/28 HOLD 4525 04/01 Remarks: cc:CITY OF TIGARD RFRAR MFT cPECS . Informatlon contained herein Is not to be reproduced,except In full,without prior authorization from this office. SNBFECTION 710'� �" City of Tigard Building Department 13125 M Ball Blvd. Tigard, Oregon 97223 inspection Line (Roc-O-Phona)s 639-4175 Business Phones 639-4171 Inspections`_ rooting Plbg. Undarslab Mach. Rough-in Appr/Sdwlk round. Plbg. Top Out Gas Line FINAL: Post/Beam Strvct. San. Bawer Framing -Bldg. Past/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line / Gyp. Ed. ��►6sch. Date Requeestedt Q _.)(- "I I I TLest �,l(l��C nAM p�jp Addreess 7� {�� w\ Permit Is e' �1 ��32/ Builders THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors APPROVED ^- DISAPPROVED _, APPROVED SUBJECT TO ABOVE --Call For Reinap. CITY OF TIGARD �--- COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hell Blvd.Tigard,Oregon 97223.5199 (563)639-4171 PLUMBING PERMIT PERMIT ik. . . . . . . : PL1194--0005 639-4171 DATE ISSUED: 03/30/94 PARCEL: `S1O2AD-02600 511.L fUNDRES;. . . 08950 SW BLIRNHAM ST SUBDIVISION. . . . : BURNHAM TRACTS ZONING: CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :5 ------------------------------------------------------------------------------ CLASS OF WORK. . :ALT GARBAGE DISPOSALS. . : MJB I LE. NOME SPACES. ., TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : OCCUPANCY GRP. . :B2 FLOOR DRAINS. . . . . . . . TRAPS. . . . . . . . . . . . . . . STORIES. . . . . . . . :2 WATER HEATERS. . . . . . :2 CATCH BASINS. . . . . . . : F I XTURES---------•------ LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS). . . . . .. SINK . . . . . . . . . . :2 URINALS. . . . . . . . . . . . : GREASE TRAPS', . . . . . . . LAVATORIES. . . . . :9 OTHER FIXTURES. . . . . :4 T'UB/SHOWERS. . . . :? SEWER LINE (ft ) . . . . : 1OO WATER CLOSE.TS. . :7 WATER LINE (fit ) . . . . : DISHWASHERS. . . . : RAIN DRAIN (ft) . . . . : Remarks: Overflow Corporation- remodel mini-storage into offices. other fixtures is for e drinking fountains and c' hose bibbs Owner, ---------------------------------- FEES OVERFLOW CORPORATION type armol.rnt by date rec:pt 8950 SW BURNHAM STREET PRMT $ 225. 00 JG 03/30/94 PLCK f 56. 25 JG 03/30/94 - TIGARD OR 97223 5PCT f 11. 25 JG O3/30/94 Phone #: 598-1870 Contractor: ----------------------_-_-_-._ MARKMAN, INC. 9955 SE. ASH PORTLAND OR 97216 Phone M: 503-2135-9923 $ 292. 90 TOTAL Reg It. . : 12837 - ----- - REQUIRED TNrPECTIONS --_-This permit is issued subject to the regulations contained in the Rough--in Insp Tigard Municioal Code, State of Ore. Specialty Codes and all other Top-out Insp applicable laws. All Mork will be done in accordance with Misc. Inspection approved plans. This permit will expire if work is not started Drinking FOUntal within IN days of issuance, or if work is suspended for more Final Inspection than 180 days. Permittee Signature : I 9 u e d By Call for inspection - 639-4175 City of Tigard PLUMBING PERMIT Planck/Rec. # f� 13125 SV I Ujail Blvd. APPLICATION Permit # Tigard, OR 97223 (503) 639-4171 SPY FZ&'- CaR P _ oR5 e,a;t sw_.-.__ QTY PRICE AM i. Job . '; 6 9W FIXTUM f Address Sink ' �.•�,• i�T�Fi~a Tu ar ower i kilt' 7.50_ p o �« �— afar Ciose�--� � .`•� - �' n Owner Ns�hwasher - s :•w r ge W1-WasliposaT--� ng Maclaine 7.50 -raw -- -- -- - Water Homer t !> Laundry Hoom I ray Omtpant nr Fso - --� --- ;a—F, 50-Ara m MISCEU.ANEOUS �slywer istt i00• [�_ 3n.ao �• — •. sower-ea_ t 100' _ .00 Ater. rvtce Ist loo' 00 TTrA y a at Uwyo mod this ap Walan.t�-� Water Semioe ea.MAL 200• 15.00 — Information given Is correct,that I am die owner or strdhorixod agent of - -- ---- Me twmiry diad pians submitted are In compliance vAth State taws.that I Storm A Rain Drain 1st 100' 30.00 am r%gj-tnmd with the Construcdon Contracbt's Rowd,that the number Storm a<Rain Drain Addit. 107 15.00 given h correct. (if exempt fmm State registration.please give reason - - belay.) Mobile dome Spaos _ 25.00 �roven'n'on Devke or Ant-Popution Deviw 7.50 _ Y TFRSPora�W-s toNnf'�-- Connected to a rxtum 7.50 esah xi vrcxk now a ,than o tela 0repair asm --'i—+ '-'7.50 Wbe done rnsiiandai Q non-rosldontial I* --- - 00 - Insp.of E)dsL Pkrmbing per hr 0.00 - Specialty Requostad Inspections per hr i--)dd q use of a'�ra'tn.st 'ft'_ bt0fing or property _ ._. dwelling 95.00 baa 68000W u dev"s 15.00 P(trmed use of ------___..— ,*Wng<x property xcgpt r"Wn-Nid bsWMOW Prevention devkes) NOTICE •Minimum Fee MOO SUHTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION 5%SURC"ARGE a'S AUTHORIZED 13 Nf7T COMMENCED WITHIN 180 DAYS.OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED ,•�r;' faUfi A PMOO OF 180 DAYS AT ANY 11ME AF IVR WORK IS PLAN REVIEW 25%OF SUBTOTAL J C�MMENl;FO. `� 5Q TOTAL 91 utcirl Condidons Date isstiod I U-1.1Y CIF 'TIGIARD _ RECEIPT (1F PAYMENT WA-F.IF''I NO. 194-..F-50699 CHI`*.C, . AMOUNT o 292. APIF:: a (9raltl'.MF'il1, 'I;NC CASA AMOUNT a 0.00 DDRESF: a PAYMENT DA TF:: t 03/30/94 SUBD:I:V 18 ON a ORF-10SP: OF' PAYMENT AMOUNT PAID PURPOSE CIF PAYMENT AMOUINT PAID LUMP INC'T VIERM 2211) WW PLAN CAAF11K FC;: :".6. P. T. Y.'MIT.D PVR 11.P5 950 SW BURM-41-114 IVERFI_CIW COW, T'Cl'ffll.. AMOUNT PAID _. ._.> r".'4�i'� So BUILDING PERMIT CITY OF TPERMIT #. . . . . . . . BUP9'3-•0:e,i'_9 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 03/29/94 13125 BW Md!Blvd.Tigard,Orpon 97223.9199 (56Ng-**I',1 • PARCEL: ES102AD-OE610 SITE_ ADDRESS. . . : 08950 SW BURNHAM ST SUBDIVISION. . . . : BURNHAM TRACTS ZONING: CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .5 REISSUE: FLOOR AREAS----------- EXTERIOR WALL CONSTPUCTION•- CLASS OF WORK. :ALT FIRS'f. . . . :6000 -.if N: S: E: 1HR W: 1HR TYPE OF USE. . . :COM SECOND. . . :6000 sf PROTECT OPENING?----------- TYPE OF CONST. :5N THIRD. . . . : sf N: S: E: W: OCCUPANCY GRP. :B2 TOTAL----------: 1'.-_-'.000 s f ROOF CONST:C FIRE RET?:Y OCCUPANCY 1_OAD:85 BASEMENT. : sf AREA SEF-'. RATED: STOR. :2 HT. .-23 ft GARAGE. . . : 3f OCCU SEP. RATED: SSMT?:N ME Z Z':N READ SETBACKS--------- REQUIRED------- -------- -- -- FLOOR. LOAD. . . . :50 ps f LEFT: ft RGHT: ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: FRNT: ft REAR: ft F1R ALRh'I:N HNDiCP ACCeY BEDriMS: BATHS: IMP, SURFACEi22556 PRO CORR:Y PARKING s VALUE. $ : 450000 Remarks : Overflow Corporation-- remodel mini-storage into offi.ces. OFFICE TIF: $5055, MASS TRANS TIF: $429, TOTAL: $5484 Owner: --------------------------------------------------- __._._ PEES OVERFLOW CORPORATION type amount by date recpt 8450 SW BURNHAM STREET F'RMT $ 1308. 00 JG 03/29/94 - PLCK $ 850. 20 - 1 1 i 19/93 93­246064 T IGARD OR 97223 5PCT $ 65. 4a JG M3/29/94 - Phone #: 598-1870 'TIF t 5484. 00 JG 03/29/94 - SSL':'C $ 2520. 00 JG 03/29/94 Contractor: COLAMET'TE CONSTRUCTION 8430 SW HUNZ IKE R #200 T'IGARD OR 97223 ----------------------------------- ---- Phone -------_----.---.-------.-_---------.. -_-.Phone #: 620-0106 $ 102:27. 60 TOTAL Reg #„ . e 322313 -- - ---- REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Foot/FoLind Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Framing Insp applicable laws. All work will be done in accordance with I n s u 1 alt i on Insp approvpd plans. This permit will expire if work is not started Gyp Board Insp wl.thin 1899 days of issuance. or if work is suspended for more Susp Cei ing Insp than 198 days. Final Inspection Permittee Signat'_ire _.� Call for inspection 6315--4175 SEWER CONNECTION PERMICITY OF TIGARD PERMIT #. . . . . . • ' SWR94-001 COMMUNITY DEVELOPMENT DL IAA MENT DATE ISSUED: 03/29/94 13126 SW Hall Blvd.Tlgard,Oregon 97223.0199 (603)839.4171 PARCEL: 2SI02AD-02600 SITE PDDRESS. . . : 081450 SW BURNHAM ST SUBDIVISION. . . . : BURNHAM TRACTS ZONING: CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .5 ----------------------- TEPJANT NAME. . . . . ; USA NO. . . . . . . . . .. . FIXTURE UNI' j. . . :72 CLASS OF WORK. . . :ALT DWELLING UNITS. . :3 TYPE OF USE. . . . . :COM NO. OF BUILDINGSs1 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE. . .-22556 : sf Remarks : Overflow Corporation- remodel mini-storage into offices. 0W.-ler; _•__________._________..__.___.__.____.____-__-__._____.___._____ FEES - --------_---- OVERFLOW CORPORATION type amount by date recpt 8450 SW BURNHAM STREET PRMT t 6600. 00 JG 03/29/94 - T'IGARD OR 97223 Phone #: 598-1870 Contractors CONTRACTOR NOT ON FILE: I F7rinE #� $ 6600. 00 TOTAL REUU I RED INSPECTIONS - - --_ This Applicant agrees to c3eply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The permit expires 188 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the _- Gide sewer laterals. If the :;ewer is not located at the vasurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so .ocat,ed, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral. Permittee Si.gnatI.Are: i sued y. Call for inspection - 639-4175 J d �r7 S<J SITE. WORK PERMICITY OF TIGARD PERMIT 1#. . . . . .T. .. SIT94-0005 t COMMUNITY DEVELOPMENT DEPARI MEW DATE ISSUED: 03/29/94 I 13125 SW Hall Blvd.Tigard,Or&Qon 97223-6199 (501)630-4171 PARCEL: : S I WAD-02600 SITE ADDRESS. . . : 08450 SW BURNHAM ST SUBDIVISION. . . . : BURNHAII TRACTS ZONING: CBD BLOC'K. . . . . . . . . . .. LOT. . . . . . . . . . . . . :5 TYPE OF WORK:ALT PAVING?. . . . . . . . :Y RESO. NO. : EXCV VOt_UME. :200 cv GRADING?. . . . . . . . ..Y VALUE. . , f : 22556 FILL VOLUME. :2OO cy LANDSCAPING?. . . . :Y ENC FILL?. . . . . . :N SITE PREP'-. . . . . . :Y SOILS RPT REVD?:N STORM DRAINS?. . . :Y IMPERV SURFACE. . :22556 sf Remarks~ : Overflow Corporation-- remodel mini --stor-age into offices. OFFICE TIF: $5On5, MASS TRANS TIF : $429, TOTAL: $5484 Owner. ------------------------------------_-------------------- FEES ----------- OuFnFL.OW CORPORATION type amount by date recpt 8950 SW BURNHAM STREET PRMT f 158. 50 JG 03/29/94 — SPCT f 7. 93 JG 03/29/94 — TIGARD OR 97223 PLCK $ 103. 03 JG 03/29/94 — r 598-1870 Contractors ---•--------------------------- COLAMETTE CONSTRUCTION 843O SW HUNZ I KER TIGARD OR 97223 --------------------------I--------- Phona #: 620-0106 f 269. 46 TOT iL Reg f#. - : 32233 - -_--- REQUIRED INSPECTIONS This perm is issued subject to the regulations contained in the Erosion Control Tigard lluniciaal Code, State of Ore. Specialty Codes and all othe,• Excavation Insp applicable laws. All Mork will be done in accordance with Fill Inspection approved plans. Thi, perait will expire if work is not started Grading Ins p within 184 days of issuanre, or if work is suspended for more S t r m Drain Ins p than 198 days. Final. Inspection Permittoo Issued Sy= Call for inspection - 639-4175 • ' CITY OF TIOARD -- RF..:CEIPT OF' PAYMENT RECEIPT NO. t94-2506158 CHECK AMOUNT t 20506.06 AME: t OVERFLOW CORPORATION GABA AMOUNT t k1.WfA IDDREUS t 89!iO SW RIIRNHAM ST PAYMENT DWI+ t 03/i-9/94 SUBDIVISION t T WARD, OR 9'7223--6103 ''UkPOt3E: OF PAY MF NT AMOUNT PAID Pliki.,06F: LIF' F+AYMk.N1 f1miloNl PAID ,dEit-l i.; IMPROV 486. P.0 MISCEL.L.ANF[IUS UNDEROROUN +1.1I1.DING PERM 1;308.NGl ST. BUILD PER ht,. 4a k.WFR USS (160". H{3 STORM DRAIN SIX; is" c'N. klY) Utl_DtNO PERM 1.`IA. 150 ST. HUtL.D PER /.93 ,LAN f:HF:CK FF 11J:3. 19.3 MASS 'IRAN'IT TIF' F F F fy FFICF TIF FF::F:f3 5055.00 ITE, BUIL_DINIi, SEWER PFRMIIS TRk4 t OPENING 0604...94 TOTAL AMOUNT E'A T.D - .- > P8506.06 APPLICATION -- STREET IMPROVEMENT/EXCAVATION i 3/z9 coPv To: WHITE)•FI�_E ORDINANCE NO. 74-14 �- IVELLOW)-INSP. INSTPUCTIONS GN SEPARATE SHEET) �'�/p��� 4 (PINK)-OTHER AGENCY bGD ' • I (BWE)-APPLICANT APPROVED 10 APPLICATION NO.:NOT APPROVED p CITY OF TIGARD, OREGON � FEE AMY.: $ 486.20 _ PENDING FEE PMT. 11CIIY HAIR RECEI T 14feaTYsi'---- PENDING SECURITY p PUBLIC KIORK5 DEPARTMENT eY_ _ oAT[_ PENDfNG AGENCY OK" 0 Application and Progress Record MAIN tNANCE BOND PENDING INFORMATION D FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE: 1--� PERMIT NO.: �� , DATE ISSUER: 1+ , BY: ___ Id (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL HALF 3 EST II&ROVEMENT (SIRM, UM,_ 41 1 _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT ! " CORP 8950 SW Ht7�tVWi ST TIGARD, OR 97223-6103 _ 596-1870 CONTRACTOR 'f. .._� 4 t -_8W MMIKBRAST 1200-.,TI(AWp 01 ;*0.W m V, $.)W.. .. NA� ADOR�{< - f.17.1i .'-_� PLANS BY_MAEi W_RL2iYAp4_0,__IK_ 6720 SW MACADAM AVE., SUITE 280, PTLD.OR 97219 244-4312 NAME A-DD1111-9-1f�- -- ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S _12,157.00 _�---. DOLLARS •OR O�'F1 (2) EXCAVATION DATA: 0.04 r s i��•�_• e_ •� STREET DESCRIPTION PROGRESS & INSPECTIONSTATUS NAPAE SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE SY TYPE LENGTH WIDTH DEPTH ITEM Q QUANTITY —- - ia�r--- ST SP [TI �— Q U — E ESTIMATED STREET OPENING DATE:. T _ ESTIMATED STREET CLOSING DATC: � �—_ ED icy __.-- —_�----,�-,-_. STRFET (3) SECURITY NO.Q_42"_P$F EC ITY AMT.: S._ �: _ CLOSE SURETY CO.: 3X .0t DCf&l,._ FINAL - If1E[ICNECN CASH U SOND� INSPEC. (4) PLOT PLAN7INDIr•ATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES: EXCAVATION LOCATION AND EXTENT. SITE: 8950 SW Burritksm St. 1 I IIO[JC area fto.in.I Lou of 1nuL 1 I __ I I - exiat.O.h. is $3773.00 (URS I 1 (S) NOTE: THE CITY OF TIGARD DOES NOT, HEP.EBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WOR) WHERt RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON 11OUNTY OR THE STATE OF OREGON. THE APPLICANT A31111EtS TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLi WITH ALL PERTINENT LAWS AND CONSTRUCTION ' ECIFICATIONS PERTINENT TO CONDUCT Of THE WORD(, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIr_;NATURE — —fir `tY��1_ DATE r` I �` SIGN PERMIT PERMIT # : SGN95-0027 DATE ISSUED. . . . : 03/10/95 EXPIRATION DATE: / PARCEL. . . . . . . . . : 2S102AD-02600 LONE. . . . . . CBD BUSINESS NAME. . : OFC - OVERFLOW CORPORATION SIGN LOCATION. . : 08950 SW BURNHAM ST APPLICANVAGENT: GENE GRANT BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELEC'T'RONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS . . . . . . : 6' X 6 ' TOTAL SIGN AREA. . . . . . : 36 sq. ft . WALL AREA. . . . . . . . . . . . . sq. ft . WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 6 ft . PROJECTIJN FROM WALL. : in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: Permanent freestanding sign. 6 ' x. 61 . MATERIALS . . . . . . . . . . . . . ALUM FRAME EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS . : N/A PERMIT FEE: $ 25 . 00 APPROVED BY: NILl_ IVAJ DATE: 03/10/95 SIGN PERMIT PERMIT # : SGN95-0026 DATE ISSUED. . . . : 03/10/95 EXPIRATION DATE : PARCEL. . . . . . . . . : 2S101BB-01500 ZONE.. . . . . . . . . . . C-G BUSINESS NAME. . : BMDA - BUILDING MATERIAL DEALERS ASSOC. SIGN LOCATION. . : 12256 SW GARDEN PL #BLD. 1 APPLICANT/AGENT: GENE GRANT BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( } OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS . . . . . . . 2 ' 6" X 4 ' 10" TOTAL SIGN AREA. . . . . . : 12 sq. ft . WALL AREA. . . . . . . . . . . . . 1190 sq. ft . WAT,L FACE (DIRECTION) : W SIGN HEIGHT. . . . . . . . . . : 14 ft . PROJECTION FROM WALL. : 18 in . ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: Permanent wall . Dimensions : 2' 6" x 4 ' 1011 . MATERI:.LS. . . . . . . . . . . . : PLEX FACE EXISTING SIGNS . . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS . : N/A PERMIT FEE : $ 10 . 00 APPROVED BY: _� nl L VL` 4l.iJA1ky (,-- _ DATE: 03/10/95 January 6, 1994 MILDRIN DESIGN GROUP,P.C. Archu mic City of Tigard Space Planning 13125 SW Hall Blvd. Tigard, Oregon 97223 Re: Overflow Corporation - Plan Check #11-40C 895 ` SW Burnham Street Dear Mark: We have received your Plan Check and have prepared responses to all issues except those li.Qed as Mechanical or Structural. Our response to your items follows and correlates to your numbering system: 1. The proposed shop room is where computer parts, both hardware and software, are installed into computer equipment manufactured elsewhere. For example, a hard disk drive and DOS will be installed into a computer manufactured by AST. 2. No Class I flammabl-, liquids or gas are plan to be stored in the building. 3. The documents have been revised to reflect drinking fountain requirements, see attached Sheets A1.1 and A1.2. 4. Documents have been revised to show shower and drinking fountain clear space requirements for handicap accessibility as well as notation added regarding controls etc. Note that we had stated on the documents that these items were to meet ADA requirements. See keynotes 12, 24, 25,Sheet A1.1 and keynotes 11, 14 Sheet A1.2. 5. Oregon Energy Code Compliance forms 2a and 3b have been completed and are attached to this letter. Specification sections 07210, 08110, and 0840 have been revised, while section 08520 has been added to clarify energy compliance issues. 6. A note has been added to the Wall legend indicated wood in contact with concrete to be pressure treated. 7. Fire blocking has been noted on Sheet A3.1, keynote 17. 8. A key locking note has been added to Sheet AU, see keynote 23. 9. Landing elevations relative to door threshold have been noted on Sheet A1.1, see keynote 27. 11830 SW Kerr Parkway,SURe 325 Lake Oswego,OR 97035 5031244-0551 Fax 244.0417 Mark Burrows, Plan Check Response January 6, 1994 Page 2 10. The length of the one hour rated corridor walls have been extended to the exterior skin of the building, see Sheets A1.1 and A1.2. 11. All 20 minute doors are specified to have closers per the Door hardware Schedule in the Specifications, see section 08710 attached. 12. Relites at the one hour rated corridors have been revised to 45 minute assemblies, see keynote 13 Sheet AU and keynote 1 Sheet A1.2. 13. Stair handrails and handrail extensions meet code requirements, see Detail 10/A4.2. The handrail diameter has been revised to 1%" minimum diameter, see detail 8/A4.2. 14. Exit signs have been noted on Sheets A1.1, keynote 26 and A1.2, keynote 15. 15. Required distance at door strike or doors noted have been revised to 18 inches minimum on Sheets A1.1 and A1.2 16. Section 3205c refers to "..enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters..."". As the ceiling in these spaces is suspended acoustical and not applied to the rafters and is, in tact, some distance from the roof structure, we respectfully disagree with the application of this section to this building. 17. Fire dampers are part of the mechanical design and will be addressed by the mechanical designer. 18. The note "trap door to basement" was inadvertently left and it refers to the existing house which will be removed and the area, including the basement, will be prepared properly for the new parking area.. Cordially, ack�Kriz TJK/tjk xc: Dean Warren, OFC Bill Ellis, CCC TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4795 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 December 31, 1993 Ni.ildren Design Croup, P.C. 11830 S.W. Kerr Pkwy., Suite 325 Lake Oswego, Oregon 97035 Re: Overflow Corporation 8950 S.W. Burnham Street 60898-024-000 Gentlemen: This is a Fire and Life safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject to Tigard Building Department requirements and the following items: 1 . The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.208 2 . Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building, shall not exceed 75 feet. UFC Sec. 10.505 (*) 2AlOB:C - Light and Ordinary Hazard 4A10B:C - Extra Hazard (**) 3,000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard "Werkins"Smake Detectors Save Liver Mildren Design Group, P.C. December 31, 1993 Page 2 Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to b higher and travel distances shorter. see requil ments in National Fire Protection Association Standar 10-1. 3 . If a fire/evacuation alarm is required for this occupancy (ADA) , not less than 3 sets of plans for the .installation shall be submitted to this office for approval prior to installation. Cut sheets of equipment and battery power calculations shall be included with submitted plans. An inspection, test, and approval of the system will be required by this office prior to occupancy. If I can be of any further assistance to you, please feel free to contact me at 562-2469. sincerely, Bradley N. Wanamaker Deputy Fire Marshal BNW:kw cc: City of Tigard Building Department i/ • Form 2a SUMMARY Project 1. Project Name Overflow Corpration Remodel 2. Project Address 8950 S . W. B u r h a m Street 3. City/Town Tigard 4. Building Area(ftp) 6483 Attached Chapter Type I.D. Description Attached Forms and �— Worksheets Building Envelope Form 3a Prescriptive Path J 3b Component Performance Path xt Check boxes to - indicate the Worksheet 3a Wall U-values >� attached forms 3b Hoof U-values and worksheets. 3c Floor U-values O 3d Average Thermal Values A Systems Form 4a Systems O Worksheet 4a Unitary Air Conditioner—Air Cooled O 4b Unitary Air Conditioner—Water Cooled O 4c Unitary Heat Pump—Air Cooled O 4d Unitary Heat Pump—Water Cooled O 4e Unitary AC& Heat Pump--Evaporatively Cooled O 41 Packaged Terminal AC—Air Cooled 0 4g Packaged Terminal Heat Pump—Air Cooled 4h Water Chilling Packages--Water&Air Cooled 0 4i Boilers—Gas-Fired and Oil-Fired 0 4j F.rnaces& Unit Heaters—Gas-Fired and Oil-Fired O Artificial Light Form Sa Interior Lighting J 5b Lighting Schedule J 5c Interior Lighting Power J 5d Exterior Lighting J Worksheet 5a Interior Control Credits J Applicant 5. Name Jack Kriz^ 8. Telephone 503-244-0552 6. Company Mildren Design Group 9. Date 12-27-93 7. Signature Other No. of Pages Description of Document Documents -- -- -- Enter all supporting -_ calculations, test rpoor►s and _- -- - catalog cuts Forts 2-1 rorin 3b COMPONENT PERFORMANCE PATH Heated 1. Above-Grade Walls-Code Maximum Uo from Table 3g. Enter here and in cell 3(c)and 4(c) 30 Building -- 2. RootiGailing--Code Maximum Uo from Table 3g. Enter here and in cell 5(c) • 05 'Enter the average - U-values from (a) (b) (C) (d) (e) M Worksheet 3d into Building Area or Code Max. Actual Target UA Actual UA cells 3(d). 4(d)and Component Length U or F U'or F°` b x e b x d 5(d) 3, Windows and Glazed Doors 1 144 It' . 30 . 7 1 343 . 3 812 . 24 'For a slat)with 4. Above-Grade Opaque Walls&Doors 6835 ft2 . 30 .0538 2050 . 5 367 . 72 the min.i('sulation level(Table 3g), S. Roofs and Skylights 6483 fe .09 .047 583 . 5 304 . 7 enter 0.58 into call 7(d) Otherwise, 8. Floors over Unheated Spaces n2 0.08 enter 134, 7. Unheated Slab on Grade Floor 408 . 7 h 1 0.58 1 . 34 237 547 .66 `Foran heated :lab with the min. S. Heated Slab on Grade Floor ft 0.90 insulation level, enter 0.90 into cell 9. Target and Actual UA.Total columns(e)and(f) 73214 . 3 2032 . 32 0d) Otherwise. ,-ntei 2 73 10. Enter"Y"if the Actual UA of cell 9(f)is less than Target UA of cell 9(e).Otherwise, redesign y I _ Cooled 11. Summer Design Temperature from Table 3g, IF 85 Building - 12. AT. Subtract 75°F from line 11. Enter here and in cell 15(d) 10 "Enter the average U-value 13. Solar Factor from Table 3g. Enter here and in cell 18(d) 133 . 2 of the windows. 14. Above-Grade Walls-Code Maxm w n OTTV from Table 3g 35 walls.and doors from Worksheet (a) (h) (c) (d) (e) (f) 3d Building Area Actual (b)x(c)x 'Enter the Component 8f U-value° AT TD ' d or • average TDEo from Worksheet 1d. Windows and Glazed Doors 1 144 . 7 1 10 8122 e 3d 16. Above-Grade Opaque Walls& Doom 6835 .0538 44 16179 Enter the average 17. Total column(b) 7979 SC-value of the windows from (a) (b) (C) (d) (f) Worksheet 3d. Building Area Actual Solar Component sf SC-valust I Factor b x c x d' 18. Windows and Glazed Doors 1 14 4 . 8 1 133 . 2 12 3 4 2 I? 19. Grand Total.Add cells 15(f), 16(f)and 18(f) 147729 20. Actual OTTV. Divide line 19 by cell 17(b) 1 8 . 5 21. Enter"Y"If the Actual OTTV(line 20)is less than required OTTV(line 14).Otherwise,redesign �• Envelope 22, The perimeter insulation for the slab-on-grade floor shall extend downward from None the top of;he slab for a minimum distance of 24 inches. See Section 5303(d). Existing slab Enter the reforence to plans 23. Below-grade wells shall be insulated with a minimum of R-5 insulation extending N/A and specifications the full height of the wall to the top of the lowest floor or 10 feet below grade, that shows compliance with whichever is less. the requirements. Section 8 1 10 24. Manufactured doors and windows are certified according to ASTM E 283 for 0.37 cfm per foot of window sash crack and 11 cfm per foot of door crack. 25. On the warm side(winter)of the insulation for the walls, roof and floor,install a Section 0 7 2 1 0 vapor barrier with a perm rating of one or less. See Section 5303(f). ql� Forms 3.3 Worksheet 3a (corned) WALL UNALUES Generic Wall — _ (a► (b) (c) (d) Layer Description Detail R value See Tabfe 3c for R- - Values of exterior Exterior i 17 and,niertor Surface surfaces I A Metal See Table 3b for ~ I s i d i n .6 1 R-Values of I 8 R 19 19 building rrnatena$s -— — —• i Batt See Table Ja for C 2" Air 91 —�'— • R-Values of � � �- Space framing tnsulaUcl. R I I - ' D Batt 8 .47 5/810 ♦ EGYPsum . 56 Interiors .6 8 SurfaceI 1. Total column(d)� 30 .4 2. U-value. Invert the amount in line 1 I .033 Generic Wall (el (b► (a� (d1 See Table Jc for R- Laver j Description Detail R-value Values of exterior Exterior and interior Surface 17 surfaces __ ! See Table 3b for � A Metal ,61 s i ding � R-Values of I building materials ---— B IR R a t t 1 7 .60 See Tabfe 3a for 5 8 n R-Values of • --` C . 56 framing insulation G Y P e u m - - _ D E Interior - Surface •68 11. Total column(d) 9 .45 2. U--value. Invert the amount in line 1 I . 106 Worksheets 3.13 WbStsbeet 3b (cont'd) ROOF UNALUES 'reneric ------- -- .- — (ai I (b) (C) (d) Roof I Layer Description Detail 8-value See Table 3c for i Exterior F7-Values of �� Surface -7 1 7 exterior and Metal rntenor surfaces. �` • A r o o f i n .6 1 See Table 3c for 1 2 1 R-Values of air 40 B p 1 y w o o .62 spaces. See Fable 3b for C B i Hatt 30 R-Values of -- building materrals D 5 s�� o See Table 3a for — R-Values of meral E and Nood stud insulation and �`�- In;enor .6 ) metal truss., Surface rnsu'aUon 1. Total column(d) 32 . 57 2. U-value. Invert the amount in line 1 .0307 RoofireneTic .� (a) (b) (c) i (d) Layer Description Detail I R•value See Table 3c for Exterior R-Values of exterior and Surface 17 interior surfaces, * • + tAMetaroofin . 61 See Table 3c for R-Value:,of air R1919 spaces. B a t t See fable 3b for i R-Values of building materials D See Table for \ R-Values off for \! E and wood stud insulatfon and \ Interior metal truss- Surface .6 1 insulation 1. Total column(d) 20 . 39 2. U-value. Invert the amount in line 1 I . 049 �r �„ Worksheets 3.15 ' Worksheet 3d AVERAGE THERMAI. VALUES Windows (s) - _ (b) (c) (d) (e) (f) anet Window and Glazed Door Area UA Shading SC A Glazed Description (sf) U-value (b)x(c) Coefficient (b)x(e) Doors Windows 976 .62 605 . 12 . 79 771 .04 Glazed Doors 168 1 . 22 204 .96 .91 152 . 38 1. Total Columns _ 114 4 1 .84 8 1 0 .0 8 1 . 7 925 . 62 2. Average U-value. Divide cell 1(d)by cell 1(b). Enter here and on form 3b,cells 3(d)and 15(c). . 7 1 3. Average SC-value. Divide cell 1(f)by cell 1(b). Enter here aid on Form 3b,cell 18(c). . 8 1 Opaque (a) (b) (c) (d) (f) (0) Walls and Wall and Door Area UA UA TDeq Doors Description (sf) U-value (b)x(c) TDeq' (d)x(f) •Seeto&@ Existing Walls 4888 .033 161 . 3 44 7097 . 3 blow. --- Entrance Walls 1947 . 106 206 . 3 44 9080 .8 4. Total Columns 6 8 3 5 . 1 3 9 367 .6 8 8 16178 . 1 5. Average U-value. Divide cell 4(d)by cell 4(b). Enter here and on Form 3b,cells 4(d)and 16(c). .0 5 3 8 •. Average TDeq. Divide cell 4(g)by cell 4(d). Entor here r nd on Form 3b,line 16(d). 4 4 TDeq wail Construction-Mass Per Unit Arita TDeq (lbs/sf) (F) 0 to 25 44 26 to 40 37 41 to 70 30 71 and above 23 wa, Worksheets 3-17 Workshcet od (cont'd) AVERAGE THERMAL VALUES Roofs and (a) fib)—_ (c) fid) Skylights —� Root and Skylight Area UA �Existing Description (SO U-value (b)x(c) Roof 5748 .0307 176 .46 Entrance Roof 735 .049 36 . 02 I 7. Total Columns 6483 .0797 212 .48 6 Averaqe U-value. L-P ode 7(d)by 7(b). Enter here and on Form 3b, .0328 cell 5(d). Floor over (a) (b) (c) �(d) Unheated Floor over Unheated Space Area UA Space Description (st) U-value (b)x(c) ti. Total Columns _ 10. Average U-value Divide 9(d)by 9(b). Enter here and on For-m--3b.-cell 6(d) 3-18 Chapter 3- Building Envelope (+/YJ) ,4r, -Tke follow�v� b ivt re�,(Oans� b s��ru��+ura( GsncernS � iw le.-E�ar E'rovn 64y of -n ojrd A_ a�cd 5ee. smw pc-ci coltc -6�tc.e.4S ?V'cj kaet {. Lo"_j wolll cc,vi coK-,ervmrivaly YeSstb� 1 (A&ear wt' Vko"+ ov eX�rtA rv%t v/ ) , +L,e-,re- Yt o Ito\d Ac .)vl•i2- exre- regtAire-d. Wall is -Inrov<�In Loa 14 a,-4- ce�ivvrw, der d� .i 1`b 1.2 --Coy-Cror• Cov1 4•i vt cA i+y/ KISyNoT (3 s�,&,.4.t8 low (aI SP.G r�VlSecj vxo+EG sate-,.{ b1.2 Load wcx n. e vt+Qv-ed i,., 9w-ds 6v"de. de--(leG-k 10"5 byi See- rev%sed dem►5 2�S3•I 'g(53.t Dran lime is cAA wide . '1aK3e bra��t� av(d S1neat� is p�r1s,�e.rreh Qc(ross 3' 01,0, ,r,aS +0 U, PROFF�i OINK. C Seer fCvi--,e-A 6CAVL4p�15, "gip y ORE + O�•Q'9 G Y 25. QQ Ap O. N PJ AFGHAN RIPPEY INC. Gil 2><I_o�J _ BYE-SIT _DATES-1+ CONSULTING ENGINEERS CHK BYDATE 9221 S.W.Barbur Blvd.,Suite 105 Joe No 93� Portland,Oregon 97219 SHEET Tel(503)24066 _ 4-6 ) S iw��p+�Otn CC.d is c�eUGr�be.��;r-� Co���09 t9lS lo2t►^� _ � Yvt.ad e d� � c�a. wt o�+er i a ( (3/fo" ) ,,•�ti i cin i 5 Av,9(e. i5 �er �}ew,prsra.vy Skr�por+ e.� � ��G -�or side ptaies 5 l,�cr.-�t� l'` r G-�h�r v� v►�T �,.)�(d a-�- a r�1 e I1. rt s Gb u M N i 5 �_o vtsi d eco i v1 r1 d cc-'l o f k� and loend��� 4- _be _be e �lc�tu k e.G+ NL 7- /S awlGrpm Cltiee-F I•J[. t 5L-ot jv, i vi c>✓ yevi-,e.L4 de_�i I 3�St ,Z CLVId -L�ecjr Sl•2 5 ee Yeu� 5ti���o PROFF,�o 4V 15.004 9 �9 OREGON Y 25. Q� G. NPS P AFGHAN RIPPEY INC. er Z�N17 _DATtq'q� CONSULTING ENGINEERS CHK BY DATE_ 9221 S.W.Barbur Blvd.,Suite 105 .toe Ho���� Portland,Oregon 97219 Tel(503)214-6066 SHEET_ 1 I1Jo�K LM-T St4-t- 'ST NeW S HF.M za.n lNti M21— 12 Mist. FgAMINy MT NEW SNT`CS 1 Iq i 6,� 4-dNPF� ExP. t'> PROFf,�D w�15.004 9 OREGo INA �qfa r N PJP AFGHAN RIPPEY INC. Q w ar1-0—t_oATE CONSULTING ENGINEERS CHK er DATE _- 9221 S.W.Barbur Blvd.,Suite 105Joe No Portland,Oielpn 97219 _ l of _ Tel(503)244-6066 SHEE? LDom6', t1 13 suso, Co I. sL . 2S PC-f wrNo o,s..ps ( ►�e�-T'H o0 1 W{Ntaw/r2r) 7 'TLb,4X,�3 �F w.1)NOwhfLQ t_rc15w0.2'� = Vr• ;1'L7�(f..`� 7�Q'1 s �.1jp'bf .-17'11 5 j r tS= 131,5 �I X 2 2J I-t, Y "?j 15 A ' 2 �Yl �0 All-) + 'Z(;.�)(2.�)Cz{ LS' ) } 3. (3�) �ysj t 30( �)� = U� ,v' ) nD� X01.. Dy 15,004 9 9 S p54 (IS,)30 = '�-t�aD q r' ORLGOM �t�`,Q1✓GC Y 25, A� G. to 1 AFGHAN RIPPFY INC. � � BT _1JS DAreJ 5-j �-ONSUMNG ENGINEERS CHK BT DATE 9211 S.W.Barbur Blvd.,Suite 105 Jo! NO 1 130 Portland,Oregon 97219 _ 4 hl(503)244.6066 SHEET j I OF 1 _� �= 251* !✓��Z`�?�'_* „:. S-7 ZZS(�g)(?5)4 r ' %�3 —�To:> /X3x3lic. 0 PIRO�f�i �5 �d KFS Q'f' �? ti 15,004 9 A� r �� ✓ ont 1Ao G. N�`JP AFGHAN RIPPFY INC. (IX,U _ BYA-)=DATE/0 �3 CONSULTING ENGINEERS CHK BY_—_DAZE 97215.W.Barbur Blvd.,Suite 105 JOB N0-1 ! Portland,Oregon 97219 TO(503)244.6066 SHEET, 4 OF 4 -- CITY OF TIGARD OREGON December 6, 1993 Jack Kriz Mildren Design Group 11830 SW Kerr Parkway, Suite 325 Lake Oswego, UR 97035 Project: Overflow Corporation- Plan Check #11-40C 8950 SW Burnham Street Subject: Building Plan Review ( 1991 UBC with Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1 . Plearo Pxplain the proposed use of the shop room located on the first floor. 2 . Devices generating a glow or flame capable of igniting gasoline vapor shall not be installed or used within 18 inches of the floor in any room in which Class I flammable liquids or gas are used or stored (section 708) . 3. On each floor, one drinking fountain shall be accessible complying with Section 3109(l) , and at least one drinking fountain shall be mounted at a standard height (section 3108(d) l ) . 4. Submit handicapped details for the shower room and drinking fountains which comply with the current requirements of Chapter 31 . 5. Submit the Oregon energy compliance form for review. Phage specify on the plans the R-i•alues for the various types of insulation used. 6. Any wood in contact with concrete to be pressure treated or equivalent (section 2516(c) ) . 7. Provide firebl.ocking per section 2516( f) 1,2 . 8 . Key-locki I hardware may -)e used on the main exit only, if there is a readily visible, durable sign on or 13125 SW Hall Blvd., Tlgr,rf1. i )r 97223 (503) 6394171 TDD (503) 684-2772 adjacent to the door stating, "THIS DOOR MUST F.EMAIN UNLOCKED DURING BUSINESS HOURS" (section 3304 (c) exception) . Other doors to have lever type hardware. 9 . The floor or landing shall not ba more than 1/2 inch lower than the threshold of the doorway- typical (section 3304(i) ) . 10. The entire length of corridor walla (out3ide walls to outside walls of the building) , to bE: one-hour fire-rated with 5/8 gypsum board type X on ea,-,h side. 11 . All 20 minute, fire-rated door assemblies to be self- closing with smoke gaskets (section 3305(h) l) . 12 . Relites located in the walls of the one-hour fire-rated corridors shall be listed and labeled for a fire- protection rating of at least 3/4 hour in accordance with Section 4306( i) (section 3305(h)2) . 13. The top of handrails and handrail extensions shall be placed not less than 34 inches or more than 38 inches above the nosing of treads or landings . Ends shall be returned or shall terminate in newel posts . The handgrip portion of handrails shall not be less than 1-1/2 inches or more than 2 inches in cross-sectional dimension (section 33C6( j ) ) . 14 . When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area ( section 3314 (a) ) . Illuminated exit signs will be required at door type HG4- four locations . 15 . Door type HG2 located at the following locations to have a minimum of an 18 inch strike edge wall (section 3109( i) 3, figure #25(a) , and Table 31-F) : 1 . Entry door to the warranty room- Brat floor. 2 . East entry door to the future lease space- first floor. 3 . West entry door to the future lease space- second floor. 4 . East entry door to the open office area- second floor. 16 . Provide attic ventilation in all concealed spaces per section 3205(c) . 17 . Fire dampers complying with the requirements of UBC Standard No. 4307 shall be installed and be readily accessible for servicing in the following locations (section 4306( j ) 3 and 5) : 1 . Duct penetrations through shift enclosures . 2 . Duct penetrations through protective elements of fire-rated corridor walls . 18. Sheet SDI has a note, "trap door to basement . " What is the current/proposed use of the basement? The following mechanical corrections are noted ( 1991 UMC with Oregon Amendments) : 1. What are the Btu's of the furnaces? 2 . Submit sizing calculations for the gas piping. 3 . Submit calculations in sizing the combustion air openings . 4 . Submit a detail for the combustion air openings located in the mechanical rooms . One opening shall be located within the upper 12 inches of the enclosure and one opening shall be located within the lower 12 inches of the enclosure (section 602(a) ) . 5. Provide return air in the following rooms: break/meeting, shop, exercise, and the future tenant space on the first floor. 6 . Submit a venting detail including termination of such vents for the gas furnaces. The following structural concerns are noted: 1 . The person who stamps plans to be same as person who stamps calculations . 2 . Shear wall B1 has some short panels not. considered for overturning. Holdowns required similar to wall B6? 3 . Shear wail B7 is considered continuous through existing steel column? How is this detailed to act as one wall? Should be two separate walls with separate holdowns? 4 . Shear wall B8- appears that note 13 for holdowns is mis- marked. 5. Output sheet EL 11/14 shows 600 inch deflection? Was the load input correctly? 6 . 2/53 . 1 end 4/53. 1- show two rows of boundary nails . 7 . Wall B2- need drag line/strap into floor system with two rows of boundary nails . 8. Details .1 and 4/S3 . 1- detail shear transfer down to shear wall . 9 . 1/53 . 2- detail not complete. Is CCO thick enough for 3/16 inch weld? 10 . 2/S3:2- weld of horizontal leg of angle to TS 6x? 11 . 2/S2 . 1- detail of TS column to footing should be moment connection? 12 . Where is the frame from sheet NL of the calculations? 13. Detail chord ties fyom :A)eet MZ 12 of the calculations? 14 . Footing C is not cal.lecl out on foundation plans under wall B2 . Please contact David Scott, P.E. to discuss the structural concerns Listed above. Ple&se make these corrections ori the appropriate pages of the drawings and resubmit 3 copies of c.ach page to the City of Tigard for review. This plan review does not includ(- electrical or plumbing plan reviews . Electrical concerns can I)e directed to Washington County at 640-3470 and plumbing concerns iu Mike Sheehan at the City of Tigard at 639-4171 extension 312. . If you have any questions or cone(.-rns, please do not hesitate to call . Sincerely, rn� ` Mfj Mark Burrows Plans Examiner FAX ( 503) 684-7297 .n/pc#I1-40.doc DATE: P"JL%S CHECK NO.: I��z PROJECT TITLE: ov"rtf_ow CoQ . co�1VE,es�anJ COUNTYWIDE soQ9;—oaio TRAFFIC IMPACT FEE APPUCANT: ? WORKSHEET �coQf'y vs' > -moi-u P�--- (FOR NON�SNAUUNG ADDRESS:INGLE FAMILY USES) o SW h47ec Pew CfTY/ZIP/PHONE: RATE PER Z4erp5;AxEGD 9-7,o-5S LAND USE CATEGORY TRIP TAX NAP NO.: RESIDENTIAL _ $152.00 ?Sf VIZAb BUSINESS AICIICIAL M.PQ- SITUS NO ADDRESS: �JL4Q ,BuWA4/71 5 INDUTRIAL 147.00 INSTITUTIONAL $63.00 PAYMENT METHOD: CASH/CHECK CREDIT WSM UTIONAL ONLY: BANCROFT OMISSORY NO w+o USE CATE(iOtiY oESCFUMl N aF u;,e t-IZAY AMC T W M WEEKEND.AYE TTrP M QEFER T OCCUPANCY 71 O"�«- /G 3 BASIS: ,4pnleANT ?xoVo say s r c 4 S( u2 r<c-' ro0-r wACFiyb//46-7 IN 76 A vcl c-r- lCF- Bu/L h - ANt� j 0L A S✓A_,)CLE 'r"A1r7/CY AN•i) A ;0 SR SQui4E't F0101 oL�/CE Chu/l�0/N�, CALCULATIONS:�t Qp0 G,A),Ce XOA) - TiPi p F,e,97io�J x7'p/O�1E W = -OF NIFA) � viAvS Cqq. 79 -- 5-5. L 2]'T'OCIiS x 4% 1YD.00 = # ,1443.90 5,y�I✓� Paoxcr r c"ClUk"O". To TAC �}/�70t/�1I T 0 ADDITIONAL NOTES: POR ACCOUKTTNci PURPOSF s ONLY 7piP /4- 3/ 7Ql PSriOAD AMT.: o�<lc6 T NEu> S l/2 rc sr X /4.3/ TiP�pS = q Y 79 T,Pios g�O5S.0a iRWSIT AMT.: Trt iP Gevs,�'Atb�J -//w--/�P�Arr�E + R�S���f,�C'� t oAiaj�r05 /N AAlS .AKS L' YRrvS .� yj9.o0 to •Z(.] ��Z t•34 + f p"Eftwo at OC: wI�4NIN(iTON:OUNTY ��j•.- TTI'N)TFROOK form til 10 46 rnQr`cia_Buitding PermitMfn {, ation City of Tigard 13125 SW'Hall Blvd. Tigard, OR 97223 (503,0639-4171 5 I to Jobelle AddreSS: 8950 S W Burnham S t r e e t ;r office U34+�Rt�lal• , Tenant: Suite e Valuation: $450 000 2 k \\ti ovmer: overflow C o. a r a t i o n Address: 8 9 5 0 S W B u rnh a m Street vats�( d Tigard , Orem 97223 _ Phone: 598- 1870 Golamette Construction Contractor: Address: 8430 SW Huniziker 11200 Type of const: V N -- Tittard1 Or.? ton OcScupancy dans: B2 Phone: 620-0 1 0 6 _ Sprkrkiered? Yes No � / _ _ Contractor's Liceme # 3 2 2 3 3 1 2 , 0 0 0 {att h oapy of a�rr g+Ori gan komeJ Sq. ft.of project: Story(1,1, 2nd. etc.) t w"" ArdlitocUF-nglnw: M i l d r e n Design Group, PC _ Propos"A usa: commercialOffice Address: 1 1 8 3 0 SW Kerr Parkway Ste 325 Note: Pkxnbkig & ffWd anical plans must be wed of time of Lake Oswego , Oregon c35" but dkV penMt epp&=00n- Phone: 244--0551&__ _— COMMENTS: p Please contact Jack 1Krix, at4Mi Ir dren Deas or, te qu�tttions ^ comments and/or 1 '� `2L 0 U m,A,Ly-r i'�f' ,SA7fi5 A AppkU It Ognatum 3 Phone nUn*W - Fkmlvtsd by: l / — - --- Uate Received. 111 _ •�'. Permit# Accuunt Descriptlan Amount Amt. Pd. Bal. Due Bldg. Permit (BUILL) dg•�w Plumb. Permi! (PLUMB) M Mech. Permit (MECH) State Tax (TAX) _ 1U Bk3g: _ Plumb: Mech: Plan Check (PL"ACK) �+d•?ti' Bldg: Plumb. Mech: / $ Sewer Connection (SWUSA) _ CI Qom.dD Sewer Inseection (SWINSP) Partes Oev Charge (PKSUC) rr� �- Storm Drainage Chg (SOS DC) !� �.DO Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) yarj 00 /r� Commercial T IF (TIF-C) Irtdustdal TIF (TIF4) _ Institutional TtF (TIF4S) Office TIF (TIF-0) _'�Sy.� .^ S OSS.t o Water Quality (WQUAL) AMP _ Water asantlty (WQ _ Fire 010*1 (FIR Commercial Buildino Permit Application City of Tigard 13125 SW Half Blvd. Tigard, OR 97223 (503) 639-4171 Jobslte Address: w jqv vn� Tonant: Supe# Valuation: Owner: _ Z5drY�i.av� Corp�s•6�;�y ''' ``t s g���' n. 4U✓✓� S7y'rri Address: i Phone: Contractor: C�aiio► Type of const:_ ✓'�� Occupancy class: _ Phone: .. «Pf �� Sprfnlclererf? Yes Contractor's License M (ItttBG>tl copy of aaMIt Oregon tense) Sq. ff. of project: Story(t st, 2nd, etc.) f ArchRoWEnginow. Proposed use: re Addras � X30 ,�, ,y _ 3 Note: MmbkV & Medw -M plAM must be a Mtted at tkne of t al's aS cures c✓ _ 7703's,03's, _ bupem* v4ombon. Phone: COMMENTS: Ap*CW t Soub"A PtWW nun*ier __- Permit # Account Description Amount Amt. Pd. Bal. Dura 51T q 4 _tr �� Bldg. Permit (BUILD) _ �S' .PC Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tau (TAX) rl3 BkMg: Plumb: Mech.- Plan ech:Plan Check (PLANCK) Bldg: _ Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) .� .. Parks Dev Charge (PKSOC) Storm Drainage Chg (SDSDC) Hesidentia!TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) indrstrtal TIF (TIF-1) InstUlonal TIF (11F-IS) M. ,e TIF (TIF-0) �r Water Quality (WQUAL) Water Quantity (WQI)AI� � .' ..� ;..:r: _.. ,K, ; Fire Distrki (FIRE) TOTAL.S •.�r A 11,11Y ()I- '11614RD Ht-tJAPt Of PHYMNI k[-I'I I P I NI.J. a 4.ti r'4(•Ofi,4 U1H#-,L,K NPU MN WWII i-1p L"wili f4mouN 1 z 0. 00 ADDW In'b 3 8950 4M SURN144M �il PAYMIN 014(f t 1 j 14 i 9 T MARD, (IN SHIM1.)I V I fJ 14.IN URPOFA-, OF' PAYMF'Nl t4MI)IINT PAID P11HPIISI, 11f Pf4YMI-N] t0lill1NI -AN CHECK I-F 10 1 AL WIM JN t P141 1) CITY OF TIGARD OREGON June 15, 1992 Harold B. Bowman Arthur Train Roofing 1.2990 SN Pacific Highway Tigard, OR 97223 Projoctt DND Contracting, SUP92-0165 8950 ON Burnham Street Dear Mr. Bowman: The additional plans and specifications for that subject re-roofing project have been reviewed and ars al-proved. Thank you for your timely response. No have enclosed an approved copy of your submittal, which is to be posted or retained at the jobsits. The required inspections are listed on the .building permit, an is the number to call for inspections. If you have questions or if we uuc,y be of assistance, please contact us. Sincerely, Jim J l Plans l(aminer FAX (503)684-7297 13125 SW Holl Blvd.P.O.Boot 23,197,Tigard Oregon 97223 (503)X539-4171 --- - — pusrinTION NOTICE City of Tigard Building Department 13125 Bw Ball Blvd. Tigard, Oregon 97223 Z94 Inspection Line ,pec-0- one): 639-1175 Business Phone: 639-4171 *.nepection: Footing Plbg Undersi —Mech. Rough-in Appr/Sdwlk Found. Plbg. Top out Can Line FINALS Poet/Beam Struct. San. Saver Framing -Bldg. Post/Beam Mach. Rain Drain Inavlatlon -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Hoch. Date Requestedt_ -Za -!!!Z •'— �_TLmet AM IN Address: ecmit I: Ruilder:— MN FOLL04 A4'3 CORRECT I c tN S ARR REQU I RE� 71, Inspector: _ Dater. + �� PROIRD DiBAPPROVRD APPROVR11 SUBJECT TO NKM call For Relnnp. cl�,flq z"*- 1� h J, ►.+ JQ��w. IZ�' �olp 1h Ptocuss o�' �+ra C�166A I AW roo� a�' 9aM`y0 cvi &v n 6'W'4 1jl ti. 31 zS' SW 14a Bt jr�. Id� . �¢.r. # Bu P q a— D16S P.o. l300�_ Z'63►17 04 a a R g7lar3 c.»��es•� w, h 4nd c�rAaJv�rq o� S roo� , a a,�q N,th 1k. i ns��,�vr► o ce�r cg e�..0 .�,r 5 spews � �c►� ta{,o�� a•,. 3 ,.T R� �tsP { C a•,�perS,{�er+ r on�,h q sQ d 5�i d l J o b , k4 �o�n., �i.��rer s �.�1 Saw . IL, Pf A nom. iS w4 k44/t a aM Io o� �ooF {e d,�, �,: o IIAy h s L s 6v"4 w- a+t Il�t+i y 4 RO ISS ��Q�► - Q�y�►v. e i w�� ,at t+� /-� �DJ 1'�W�t Q�� ��S f 1E►��s� �,)�a� t�� C r�t FC �I�-� r � Arthur Train Roofing m Art Train Engineered Rooting Pram Manager ® (503) 620-0260 PF20FOOSo-AI_ 4k CONTRACT Toe D W D Contractors fm- AOSfI irnham P-O. hnx 23454 Tigard, Oregon Tiaa-rrL Or 97281 3454 Dear Sir ,or Madam, ARTHUR TRAIN ROOFING proposes to furnish all materials and perform all labor necessary to complete the following, f ASPHALT COMPOSITION: Tear off existing roofing on building consisting of I to 3 roofs. Install 1/2" CDX plywood decking where needed. Install edge, rake and flashings necessary for proper installation. apply 15# felt underlayment. Install 20 yr. 3 TAB Asphalt composition shingles. All dleanup due to roofing process. Two(2) year workmanship warranty. .fob includes permit from city of Tigard. Total $3,584.00 All of the work shall be completed in a substantial and workmanl ke manner according to standard practices, For the total sum of s A down payment of t shall be lade before commencement of the work. Progress p6vmen s shall—be made as follows, CUn Q1 W �� �jp (�1 r rki o T {p yet l-A¢ ty l-i 1/ �4 The entire contract balance shall be paid within days after completion. Any change from the •be%,e specifications -a-u-sT be in writing, and will beton,@ an vitro charge over the sum mentioned above. In the event that any suit or action is commenced to resolve a dispute concerning this a reement, the prevailing party sria) 1 be ,entitled to recover its reasonable attorneys fees. Respectfully submitted, Sy �'�``^� Date, June 1 1992 Harold WpAiman ar_r�r-pTANr-E: You are hearby authorized to furnish all materials and labor required to tempplate the work mentioned in the above proposal, for which agree to pay the amount mentioned in said proposal, and according to the terms thereof. OCCEPTEDs aq U, -- `-r -`"-. � c,�,.,��-� DATE, DATE, • l Lb-��ef>; FirnyCustomer _D u) Rep u) Mag Pg At6 t—4- Address— Address_ PC 7- sq Cny/Stafe_T ,,e d Zip— 7211= -3 JOB 8454 Clty/Stale Zip Phone Work Phone ....r�.�1_�f�� nnTF Load Sourou . . . - . . . . ° s250/so $225/S° $200/SO $160/SO W W. Fuck 6 ti VI WO { 7 x { r � 5 Ik 71 k 21 x _x X - - - • x i x I • x _-------_ — x Undershots _9__Cupulat____A7 _Bay Windows C` _righer 30• U L.F. X Now Construction PlIch�� /12 1 . . _ ?_,D.3 Recover Side Wall_ 3 L.F. 7— VkGA _ 4' 1 143 Tear-011 Front Wall 22- LF. ,_ 5' Existing Covers Vents`� /g _ Soni►_ no L cl . . .• 2IY0 Stollf TrlrwColor 6-1 vac 1 x 1 x_ _ Shiplap size 4 Aae 20 k 2 x _ 2 x s' 3 x 3 x 'Ab,, 4 1 Bad C O V V I � cl m C� C F- ' ;tr x n I o U r �+ h encg� c •cz 'E c � ' gaO a, � � � 7 ; r. s � A zzU. 66 Y • Lo w d u C y .0 n C C a v OL C 7 n S � S 0 w ' • • cr LU n �Z, g t 1 � W wf V C � t� 'v c m US 3 s to LL r x ! 7 UILDINC PERMIT � C17YOFTIGARD � - B . COMMUNITY DEVELOPMENT DEPARTMENT ��� f�('7MI f #. . . . . . . : PU?�i� au1rS 19125 SW(Wn Blvd. P.O.Bar 29307.TiOnd,Oregon x7723(503)&Q-4176 1 G r SITE ADDRESS. . . : 06950 5W 6URNFiriM ST PARCEL.: 2S 102AD--IA?6Qr111� SUBDIVISION. . . . : BURNHAM TRACTS ZONINGS CPD BLOCK. . . . . . . . . . . Lr`T. . . . . . . . . . . . . :'; REIScaUEa FLOOR AREAS- -_---- - EXTERIOR WALL CONSTRUCTION CLASS OP WORK. a REF' FIRST. . . . s s f N: 5: Es We TYPE OF USE. . . aCOM SECOND. . . : Sf PROTECT OPENINGS?-••____.___-. .. TYPE OF CONS'' . a 5N THIRD. . . . : sf Ni S: E: W: OCCUPANCY GRP. :Bc-: TOTAL ---- 0 s f ROOC CONST :S FIRE RET ); V' OCCUPANCY LOAD: EASEMENT. ; sf AREA SEP. RATED: STOR. : H1'. : ft GARAGE. . . : sf OCCU SEP. RATED: BSM'1'?:N MEZ V:N REND REUU I RED-_____-_---.-___-.-- FLOOR LOAD. . . . :50 ps f LEFT : ft RGH- c ft FIR SPKL:N SMOK DET. . a N DWELLING UNITS: FRNTs ft REAR: ft FIR ALRM:N HNDICP ACC:Y GEDRMS: POTHS: IMG'' SURFACE: PPO CORR:N PAPK I NG: VALUE. t: 3584 Remarks : -fear off existing roofing, place plywood, install new roofing. Owner.: ___._____...._ ._.___.. __.______..__-__.__._.. .. ___ - _._. _..__.._ ___._.___. __- FEF'S DWD CONTRACTORS type amount by date recpt 89:10 sw F'URNHAM STREET DIRMT f 44. 50 JLH 06/05/92 228040 PLCK t 28. 93 JLH 06/05/92 228040 TIGARD OR 97223 b c'_. 23 JLH 06/05/92 2c8040 Phone N: 639-6891 Contractor; ARTHUR TRAIN ROOFING 12990 SW PACIFIC HIGHWAY T IBHRD OR 97 :23 --_-___________________.._._-_____-_. .._-- Phone it: 620-0260 6 75. 66 TOTAL Rey M. . a iJ818 -- REOUIRLD IN9PECT ION',,This permit is issued subject to the regulations contained in the Framing Insp Tigard Municipal Code, State of Qre. Sptctalty Codes and all other Roof nai ing Insp �� _______•__�__�__ applicable laws. All work will be done in accordance with Insulation Insp approved plans. This permit will expire if work is not stArted Final In%pection within 184 days of issuanct, or if work is suspended for more than 184 days. �'ermittee tiignatul•e :.. - svied By : Call for inspection - 639-4175 CITY OF TIGARD OREGON 2 June 8, 1992 i Harold 3owman Arthur ?rain Roofing 12990 SN Pwci.fic Highway TLgard, OR 97223 Project: MD Contractor+, BUP92-016S 89SO BM Burnham► Street Dear Kr. Barran: Plans and the replacement roofing system information for this project ware not submitted for review. Please provide plans or other information on the work to be done. We will need, in addition to the roof plan, the type and fire resistance rating of the roofing to be applied. Yva are required to call for an inxpection of the exposed roof structure, and any portion of the roof sheathing that is not being replaced. We also, awed to inspect the sheathing and insulatior. not being replaced. You may yet the building permit for the project at your convenience. A lint of required inspections and an inspection request phone number is on the building permit.If you have questions, or if we may be of assistance, plea" contact us. Sincerely, is Jaqu} C Plans txaiiner PAZ (S03)684-7297 13125 MN Hal BMd„P.O.Bm?3397,Tlgatl Oregon 97223 (5071039-4171 — L1t2S SW H.n Blvd. PLNCK/RECT N CITY OF TI�GARD T� n9 ox2339723 PERMIT 0 A�����iAP 4 COMMUNF'FY DEVELOPMENT DEPARTMENT (sai)bas GATE ISSUED JOB ADDRESS: w' r ft. TAX MAP/LOT SUB: _ __ LOT: __ LAND USE: VALUATION:om SPECI�I _NOTES NAMIE. _ r]er2C& bAC_6YS eI� REISSUE OF: ADDRESS: _ Z 5 —__ LAST REISSUE: _ FLOOD PLAIN/ PHONE: �'�%� b I _ SENSITIVE LAND: �4�RACTOR l APPROVALS-RLQQIRED NAME: R.oOF, N 61 __ PLANNING: -- ADDRESS: I�`!`IO S►�1 -F' -4±C�f __--- ENGINEERING: 'n 6,mppp- 7 Z23 FIRE DEPT: PHONE: 6zv 02-- OTHER: CONTR. BOARD : EXP DATE: - ---- JXsLREURD L MNTRACTOP PLUMB: — _ LIST/SUBCONTRACTORS: _ MECH: _ - _.__—_— BUS TAX: ARCHANGINEFH CALCULATIONS: — NAME: _ ________— _—.�__T-- TRUSS DETAILS: _ —_—°__— ADDRESS: _— ____ OTHER: - PHONE: ------ — --- -- PROPOSED BLDG. USE: C) .Q- $L ' COMMENTS: — Ar^'� _��r —---. __ �����-C0��4 i?141�.—_ ��NS1�K'' A'btrw �r�✓ c Ce lar Pr c t)d 6� ••Mr t�e�Q - -rar*.,--. MIT APP CANT SIGAAT E Received By: ! ^ _ Date Received: �_` ` PERMIT # ACCT N DESCRIPTION AMOUNT A4O��UNT PD. BAL. -DUE 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5x) Building Plumbing Mechanical 10-433 00 Plans Check Fee Building Plumbing Mechanical 10-230 06 Fire — — 30-202 00 Sewer Connection — 30-444 00 Sewer inspection --- ----- 25-448-02 Commercial TIF Fees _ 25-448-04 Industrial TIF Fees _ — 25-448-06 Institutional TIF Fees -- 25-448-03 Office TIF Fees ,---- 25 448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) _ w 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) - 24-445-01 Water Quality (Fee in lieu of) e 24-445-02. Water Quantity (Fee in lieu of) _ TOTAL _ - nm/3587P.WPF CITY OF' TIGARD -- RFGFIPT OF PAYMENT RECEIPT NO. 192--e2804�1 CHECK AMOUNT a 0. 00 NAME a ARTHUR TRAIN ROOF-ING CASH AMOUNT a 75. 66 ADDRESS a POWMON, HAROLD PAYMENT DATE a Of,/05/9P 7,UBDIVT6ION PURPOSE OF PAYMFNT A1401JNT PAID PURPOSE OF PAYMENT AMOUNT PAID iiTE6iNd PERM 44. 50 PLAN CHECK FE 28. 95 ST . BUILD PER 2. 23 a-)50 SW BURNHAM TOTAL AMOUNT PAID 7g. 6(1 07210 BUILDING INSULATION PART 1-GENERAL 1.1 SUMMARY A. :, action Includes: 1. The;-nal blanket insulation under roof deck and at exterior wall cavities. 2. Sound in�,;llation in interior framing spaces. 1.2 SUBMITTALS A. Product Data: 1. Submit product data on insulation prior to ordering materials. 2. Submit information on R-value, thickness, vapor retarder perm rating, and fire ratings for each type of insulation. PART 2-PRODUCTS 2.1 THERMAL INSULATION A. Kraft Faced Insulation: 1. Industry Standard: ASTM C 665, Type 11, Class C. 2. Insulation Flame Spread: Class A, 25 or less. 3. Vapor Retarder Flame Spread: Class C, 225 or less. 4. Perm Rating: 1.0 or less. 5. Mineral Type: Fiberglass 6. Flanges: 1" wide vapor barrier (inside face). 7. Thermal Resistance: Industry standard for cavity size or thicknesses shown. 8. R Value per Insulation Thickness: R-11 for 3-1/2". R-19 for 5-1/2". R-33 for 9-1/2". B. Unfaced Insulation: 1. Industry Standard: ASTM C 665, Type i, and ASTM E 1:16. 2. Insulation Flame Spread: Class A, 25 or less. OFC building Remodel Section 07210 Mildren Design Group, P.C. Building Insulation Project Number 93018 Page 1 3. Mineral Type: Fiberglass. 4. Thermal Resistance: Industry standard for cavity size or thicknesses shown. 5. R Value per Insulation Thickness: R-11 for 3-1/2". R-19 for 5-1/2". R-33 for 9-1/2". 2.2 SOUND CONTROL INSULATION A. Sound Control Fiber Insulation: 1. Industry Standard: ASTM C 665, Type I and ASTM E 136. 2. Density: 1.5 pounds per cubic foot minimum. 3. Face: Unfaeed. 4. Wall Insulation Thickness: 3-1/2". PART 3-EXECUTION 3.1 PERFORMANCE A. Installation of Thermal Blanket Insulation: 1. Install insulation between framing members with vapor barrier on the inside face. 2. Staple flanges to wood framing members at 12 inches on center over entire length. 3. Tape joints, ruptu -es, and terminal edges of vapor barrier faces with insulation tape to i .rm a completely sealed vapor barrier. 4. Install sill insulatiork between concrete and exterior wall framing. 5. Install insulation between piping and exterior surface. 3.2 COMPLETION A. Adjusting Defective Work: 1. Cov— openings in insulation vapor barriers with insulation tape. 2. Fill openings in exterior framing spaces. B. Cleaning: Remove excess insulation materials from Site. "SECTION FND" OFC Building Remodel Section 07210 Mildren Design Croup, P.C. Building Insulation Project Number 93018 Page 2 08110 STANDARD STEEL DOORS AND FRAMES PART i GENERAL 1.1 SUMMARY A. Section Includes: 1. Exterior steel doors. 2. Exterior steel door frames. 3. Exterior steel side light frames. 1.2 SUBMITTALS A. Product Data: 1. Submit product information on doors and frames. 2. Indicate door core, frame profile, hardware preparations, details of glazing and door edges. 3. Indicate factory prime finish. B. Shop Drawings: 1. Submit shop drawings of door and frame work. 2. Include door schedule which indicates door, frame,and glazed openings size, and door core materials. 3. Indicate profile and anchorage of glazing stops. 4. Indicate anchorage attachments to adjacent materials. 1.3 PRODUCT HANDLING A. Delivery and Storage: 1. Deliver and store doors and frames at the job site in dry area. Complete protection between doors to insure against surface damage. Take special care at all times to prevent staining of door surface. Carry door and frames when moving. Do not drag. Do not slide one door across another. B. Replacements: 1. In event of damage, immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner. OFC Building Remodel Section 08110 Mildren Design Group, P.C. Standard Steel Door% and Frames Project Number 93018 Page I 1.4 PERFORMANCE REQUIREMENTS A. Air infiltration shall not exceed 10 CFM per foot of door crack when tested in accordance with ASTM E 283. PART 2 PRODUCTS 2.1 EXTERIOR DOOR FABRICATION A. Fabrication Requirements for Exterior Doors: 1. Thickness: 13/4". 2. Steel Skin for Flush Doors: 16 gauge galvanized steel. 3. Steel Skin for Style and Rail Doors: 18 gauge steel. 4. Edge Treatment:Seamless,continuous welded and ground smooth seam. 5. Shop Finish: Manufacturer's standard bonderized, rust inhibitive prime finish. 6. Provide top caps. B. Seamless S:andard Exterior Doors: 1. Industry Standard: ANSI/SDI 100, Grade III, Model 2. 2. Core: Bonded polystyrene, or polyurethane. 3. Acceptable Door Manufacturers: Amweld, Ceco, Curries, Republic, Steelcraft. 2.2 FRAME FABRICATION A. Fabrication Requirements for Exterior Frames: 1. Frame Dimensions: 2" face, 5/8" integral stop, with frame depth 1" greater than throat opening or as indicated on Drawings. 2. Shop Finish: Manufacturer's standai d bonderized, rust inhibitive prime finish. B. Standard Exterior Door and Light Frames: 1. Industry Standard: ANSI/sdl 100, Grade III, Mode! 1. 2. Frame Corners: Welded. 3. Frame Metal: 18 gauge cold rolled steel. 4. Acceptable Frame Manufacturers: Amweld, Ceco, Curries, Republic, Steelcraft. 2.3 HARDWARE PREPARATION OFC Building Remodel Section 08110 Mildren Design Group, P.C. Standard Steel [Mors and Frames Project Number 93018 Page A. Hardware Preparation: 1. Prepare doors and frames to receive finish hardware, including cutouts, reinforcing, drilling, and tapping. 2. Provide manufacturer's standard reinforcing at hinge pockets, lockset openings, and closers. 3. Furnish frames with manufacturer's standard jamb and Floor anchors. PART ; EXECUTION 3.1 PERFORMANCE A. Installation of Door, Frame, and Light Frames: 1. Install steel frames and anchor frames to wall, column, and/or floor in accordance with manufacturer's instructions. 2. Attach jamb anchors to adjacent surfaces as indicated in manufacturer's standard details. 3. Cover hardware openings in frames indicated to receive solid grout. 4. Install frames to plus or minus 1 /16" for squareness, alignment, twist, and plumbness. B. Installation of Doors: 1. Fit doors to frame providing clearances required by SDI 100. 2. Install door hardware after finishing doors and frames. 3.2 COMPLETION A. Adjusting Defective Work: 1. Adjust door ciLarances and hardware placement to allow smooth door operation. 2. Touch-up scratched door and frame prime finish paint to match adjacent shop primed surfaces. B. Final Cleaning: 1. Clean door, hardware, and frame .urfaces prior to Owner occupancy. "SECTION END" OFC Building Remodel Sect,on 08110 Mildren Design Group, P.C. Standard Steel Doors and Frames Project Number 93018 Page 3 08410 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Aluminum entrance doors. 2. Aluminum entrance framing systems. 1.2 SYSTEM DESCRIPTION A. Performance Requirements: 1. Provide a weathertight, leak-free entry glass and glazing system including all structural support window extrusions, components, sealants, flashing and trim, and other item:3 necessary for complete installation. 2. Air infiltration shall not exceed 10 CFM per foot of doer crack or .37 CFM per foot of window crack when tested in accordance with ASTM E 283. B. Guarantee: 1. Provide written guarantee of water and weathertightness of units including frames, edge sealant, and glazing for two years. 1.3 SUBMITTAL A. Product Data: 1. Submit manufacturer's published product data. 2. Submit test reports on proposed framing systems with test results on air infiltration, water penetration, and structural performance tests. 3. Submit test reports on proposed entrance doors with test results on air infiltration for each foot of perimeter crack. B. Shop Drawings: I. Submit shop drawings showing elevations and details of entrance framing and doors. OFC Building Remodel Section 08410 Mildren Design Group, P.C. Aluminum Entrances and Storefronts Project Number 93018 Page I 2. Indicate field dimensions, finish, door hardware, glazing type, glazing thickness, flashing, and sealants. 3. Submit anchoring and connection details for storefront sections to adjacent components or structure. C. Product Samples: 1. Submit one 6" long sample of aluminurn shop finish prior to fabrication. PART 2 PRODUCTS 2.1 GENERAL A. Manufacturers: 1. Entrance and storefront design for this work is based on products manufactured by Kawneer. Other approved manufacturers, subject to all of the Specification provisions, including finish, site lines and profiles, are: (a) Arcadia (b) Howmet (c) U.S. Aluminum 2.2 COMPONENTS A. Framing Components: 1. Aluminum Extrusions:ASTM B 221,6063-T5 aluminum alloy and temper. 2. Fasteners: Aluminum, stainless steel and zinc plated steel, ASTM B 633. 2.3 ALUMINUM CENTER GLAZED FRAMING SYSTEMS A. Insulated Glazing in Center Glazed Framing: 1. Nominal Framing Size: 2" x 4-1/2" 2. Air Infiltration Test Pressure: ASTM E 283, less than 0.06 cfm per square foot of fixed area at 6.24 psf pressure. 50 mph wind. 3. Water Resistance Test Pressure: ASTM E 331, no leakage at 6.24 psf pressure. 50 mph wind. 4. Maximum Deflection: 1/175 of ;pan. 5. Structural Design Safety Factor: Anowable stress 1.65 times design loads. 6. Acceptable Framing Systems: Trifab 11, 451 by Kawneer. A.A ALUMINUM ENTRANCE DOORS OFC Building Remodel Section 09410 Mildren Design Gtoup, P.C. Aluminum Fntrances and Storefronts Project Number 93019 Page 2 A. Narrow Stile Doors: t. Nominal Stile Size: 1-3/4" by 2-1/8". 2. Minimum Bottom Rail Height: 12". 3. Acceptable Door Systems: Narrow Stile 190 by Kawneer. B. Air Infiltration Requirements for Exterior Entrance Doors:Single Doors: ASTM E 283, maximum of 0.28 cfm per lineal foot of perimeter crack under 6.24 psf (50 mph) test pressure. 2.5 ACCESSORIES A. Entrance Door Accessories: 1. Glazing Stops: Square or bevel, 0.050" thick, minimum. 2. Weatherstripping: Flexible polymeric weatherstripping at head, jamb, and meeting stiles with EPDM gasket strip on door bottom. 3. Door Hardware: Comply with requirements iin Section 08710, Door Hardware. B. Entrance Door Hardware for Single Swing, Double Entrance: uantit Tvye Manufacturer's # Manufacturer Finish 2 closer 8100 BF Norton 695 1 deadlock MS1852 A Adams-Rite 624 1 cylinder per hdw. schedule Schlage 624 2 pull C09 Kawneer 639 2 push CPIs Kawneer 639 1 threshold 270A Pemko 668 1 lock indicator 4089 Adams-Rite 624 1 flush bolt Kawneer 2.6 FINISHES A. .Anodized Aluminum Finish: 1. Industry Standard for Color Anodized Aluminum: Aluminum Association Standard, AA-M12 C22 A42 or A44. 2. Color: Medium Bronze. 3. Thickness: Class 1, 0.7 mils minimum. PART 3 EXECUTION 3.1 PERFORMANCE OFC Building Remodel Section 08410 Mildren Desip Group, P.C. Aluminum Entrances and Storefronts Project Number 93018 Page 3 A. General: 1. Prior to erection, inspect all parts of construction affecting installation of components. Commencing work shall imply acceptance of adjacent surfaces to properly erect items under this Section. 2. All work under this Section shall be fabricated by one manufacturer only. 3. Use only experienced and skilled mechanics to erect work. 4. Construct all items to produce neat appearance and watertight joints throughout. All joints shall be close fit. S. Window components including glazing shall be factory fabricated to final inplace sizes as required for work.Job milling or resizing of components is prohibited. 6. Aluminum surfaces shall be protected from direct contact with dissimilar materials as follows: (a) Paint dissimilar metals with coat of bituminous paint, 30 mil. dryfilm thickness. (b) Heavy seal of caulking compound, non absorptive tape, sealant or gasket. B. Manufacturer's Field Service: 1. Manufacturer's representative shall visit the site prior to fabrication of framing systems arn1 shall: (a) Inspect suppo.-ting structural members adjacent to entrance framing systems. (b) Recommend minor adjustments to supporting structural framing or entrance framing. B. Installation of Framing Systems: 1. install framing plumb and level, accurately aligned, and securely anchored with concealed hardwa-e. 2. Install base in full bed of polyisobutylene rubber caulk. 3. Install bronze small joint sealant at small exposed joints between framing members. 4. Install bronze polyurethane sealant, at exposed joints between framing system and adjacent materials. C. Installation of Entrance Doors: 1. Set doors and hardware plumb and level, accurately aligned, and securely anchored. OEC Building Remodel Section 08410 Mildren Design Group, 1)C. Aluminum Entrances and Storefronts Project Number 93018 Page 4 2. Apply weatherstripping system to perimeter of exterior entrance doors. 3. Set threshold in full bed of polyisobutylene oibber caulk. 4. Install bronze small joint sealant at small exposed joints between door frame members. 5. Adjust doors, hardware, and weatherstripping for smooth door operation. 6. Lubricate operating hardware. D. Installation of Glazing: 1. Verify that glazing sealants are compatible with insulated glazing becondary sealant. 2. Set glass units on setting blocks. 3. Install gaskets, tapes,and glazing sealants as recommended by glass and sealant manutacturers. 3.2 COMPLETION A. Adjusting Defective Work: 1. Remove and replace damaged components. 2. Apply touch-up paint to scratched exposed aluminum components. B. Final Cleaning: 1. Clean entrance doors, storefront frames, and entrance door frames, and exterior glass framing systems on interior and exterior. 2. Remove excess sealants. 3. Wash and wipe dry glazing prior to Substantial Completion. "SECTION ENG" OFC Building Remodel Section 08410 Mildren Design Group, P.C. Aluminum Entrances and Storefronts Project Number 93018 Page 5 08520 ALUMINUM WINDOWS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Aluminum windows.. 1.2 SYS-rEM DESCRIPTION A. Provide window assemblies which will perform as indicated without failure or deterioration. Failure includes the following: 1. Exterior assemblies: a. Excessive deflection b. Excessive water leakage C. Excessive air infiltration d. Failure of glazing 2. Exterior and interior assemblies a. Deterioration of materials and finishes except from normal weathering and wear. B. Performance requirements: As specified in ANSI/AAMA 101 for window type, grade, and class indicated. 1. Air infiltration shall not exceed .05 CFX1 when tested in accordance with ASTM E 283. C. Provide AAMA certified test reports for types and sizes as specified by AAMA Voluntary Specifications for Aluminum Windows and Doors AAMA/ANSI 101. Tests for optional performance on sizes not conforming to AAMA test procedures will not by considered to be in compliance with these specifications. D. Conform to the latest edition of the Flat Glass Marketing Association (FGMA) "Glazing Manual" and "Sealant Manual",and with the guidelines of the Sealed Glass Manufacturing Association(SIGMA).Conform to Federal Specifications where applicable. E. Guarantee: OFC Building Remodel Section 08520 Mildren Design Group, P.C. Aluminum Windows Project Number 93018 Page I 1. Provide written guarantee of water and weathertightness of units including 1.amen, edge sealant, and glazing for two years. 1.3 SUBMITTAL_ A. Product Data: 1. Submit manufacturer's published product data. 2. Submit test reports on proposed window systems with test results on air infiltration for each foot of perimeter crack, water penetration, and structural performance tests. B. Shop Drawings: 1. Submit shop drawings showing elevations and details of aluminum windows. 2. Indicate field dimensions, finish, hardware, glazing type, glazing thickness, operators, flashing, and sealants. 3. Submit anchoring and connection details for framing sections to adjacent components or structure. C. Product Samples: 1. Submit one t)" long sample of aluminum shop finish prior to fabrication. PART 2 PRODUCTS 2.1 GENERAL A. Manufacturers: 1. Aluminum window design for this work is based on products manufactured by Mercer. Other approved manufactures, subject to all of the Specification provisions, including finish, site lines and profiles: a re: (a) Belknap (b) Milgard (c) Viking 2.2 COMPONENTS A. Framing Components: 1. Aluminum Extrusions:ASTM B 221,6063-T5 aluminum alloy and temper. OFC Building Remodel Section 09520 Mildren Design Group, P.C. A:aminum Windows Project Numbei 93019 Page 2 • 2. Fasteners: Aluminum, stainless steel and zinc plated steel, ASTM B 633. B Window Sash Hardware: 1. Locks: Die-cast metal alloy or cast bronze lock, finish to match frame 2. Lock Quantity: Install two locks for casement or awning ventilators more than 4 feet wide or high. 3. Awning and Casement Hardware: Aluminum or stainless steel with stainless steel pins or Anderberg No. 33S5, heavy duty, four bar, concealed S/S friction hinges with rotary operators. C. Glazing Sealants: 1. Interior Gasket: Manufacturer's standard fixed resilient elastomeric glazing spline, GEG-3. 2. Exterior Tape: Manufacturer's standard elastomeric glazing tape,GTS-2. 3. Heel Caulk: Butyl rubber caulk, CK-2. 4. Setting Blocks: Glazing Extrusion Gaskets, GEG-4. 5. Comply with requirements in Section 08800, Glazing. 6. Weatherstripping: Flexible polymeric weatherstripping at head, jamb, and meeting stiles with EPDM gasket strip. D. Framing Sealants: 1. Concealed Joints Between Framing Members and Porous Surfaces: CK- 2, butyl caulking or TS-2, tape sealant. 2. Exposed Joints Between Framing Members and Adjacent Surfaces: S-5, silicone rubber or ES-2, polyurethane. 3. Small Exposed Joints Between Framing Members: CK-5, small joint caulking. 4. Comply with requirements in Section 07900, Joint Sealers. E. Insulating Glass: 1. Double Glazing Panels, Tinted Float, Type TFIG: 1 inch thick insulating glass with two 1/4 inch thick, select quality tinted float glass with 1/2 inch space. 2. Industry Standard for Insulating Double Glazing: Glass units shall comply with ASTM E 774, level C or higher. 3. Safety Glazing: Provide heat strengthened or tempered glass where glass is set in operating sash or where fixed sash is within 18 inches of adjacent floor or within V-O" of door opening. F. Screen Components: OFC Building Remodel Section 08520 Mildren Design Group, P.C. Abiminum Windows Project Number 93018 Page 3 1. Screen Frame: .020 inch, manufacturer's standard tubular roll-formed aluminum with pull tab. 2. Aluminum Screen Cloth: 18 by 16 aluminum mesh secured with vinyl screen spline. 2.9 FABRICATION A. Glazing Channel: Type: Inside or outside glazed with snap-on square edged aluminum glazing beads and shimmed elastomeric glazing tape. 1. Drainage: Exterior weep holes in glazing Fockets. 2 Reglazing: Permitted without disassembly of ventilator or removal of Ventilator from frame. 3. Installation of Glass: Install glass and apply glazing sealants as recommended by window frame and glass manufactAirer. B. Joints: 1. Ventilator Corners: Mitered, angle reinforced, and epoxy bonded. 2. Frame Corners: Mitered, angle reinforced, and epoxy bonded, gas/metal arc welded, flash-welded, or mortised and tenoned. 3. Frame and Ventilator Corners: Filled with elastomeric sealant. 4. Weatherstripping: Continuous at operating sash perimeter, keyed to aluminum sections and replaceable after installation of windows. C. Anodized Aluminum Finish: 1. Type: Aluminum Association Standards, AA-M12-C22-A41 AAMA 606 or 607. 2. Color: Clear. 3. Thickness: Class 1, 0.7 mils or greater. PART 3 EXECUTION 3.1 PERFOlUvIANCE A. General: 1. Prior to erection, inspect all parts of construction affecting installation of components. Commencing work shall imply acceptance of adjacent surfaces to properly erect items under this Section. 2. All work under this Section shall be fabricated by one manufacturer only. 3. Use only experienced and skilled mechanics to erect work. 4. Construct all items to produce neat appearance and watertight joints QFC Building Remodel Section 08520 Wdren Design Group, P.C. Aluminum Windows Project Number 93018 Page 4 throughout. All joints shall be close fit. 5. Window components including glazing shall be factory fabricated to final inplace sizes as required for work. Job milling or resizing of components is prohibited. 6. Aluminum surfaces shall be protected from direct contact with dissimilar materials as follows: a. Paint dissimilar metals with coat of bituminous paint, 30 mil. dryfilm thickness. b. Heavy seal of caulking compound, non-absorptive tape, sealant or gasket. B. Manufacturer's Field Service: 1. Manufacturer's representative shall visit the site prior to fabrication of framing systems and shall: a. Inspect supporting structural members adjacent to window framing systems. b. Recommend minor adjustments to supporting structural framing for window framing. C. Installation of Window Frames: 1. Install window frames in accordance with manufacturer's printed instructions. 2. Set shims on four sides. 3. Anchor frame to rough opening as indicated on shop drawings. 4. Install polyurethane sealant ES-2 or silicone sealant, ES-5 to window frame perimeter. 5. Install small joint caulking CK-5 at framing joints. 6. Comply with installation requirements in Section 07900, Joint Sealers. 7. Flash over window frame with concealed wall Flashing at head, jamb, and sill as indicated on Drawings. D. Installation of Glass and Ventilator Screens: 1. Clean glazing channel and weep holes prior to glazing. 2. Install continuous gaskets GEG-2 and GEG-3 on window frame gutter and face members. 3. Fill glazing channel with heel bead of butyl caulk, CK-2. 4. Install glass on setting blocks spaced at 1/4 points or as recommended by glass manufacturer. 5. Install stop with glazing tape sealant, GTS-2. 6. Install screens at all ventilator openings. OFC Building Remodel Section 08520 Mildren Design Group, P C. Aluminum Windows Project Number 93018 Page 5 3.2 COMPLETION A. Adjusting Defective Work: 1. Check sash operation and adjust units where sash does not operate smooth and with little effort from building occupants. 2. Replace broken and defective glass prior to Substantial Completion. 3. Touch-up damaged factory finish on exposed aluminum window. 4. Replace torn screen fabric. B. Final Cleaning: 1. Wash and wipe dry window and sliding glass door frames and glass prior to Substantial Completion. 2. Clean sliding ventilator tracks and sill weep holes. 3. Wash window screens prior to Substantial Completion. "SECTION END" OFC Building Remodel Section 08520 Mildren Design Group, P.C. Aluminum Windows Project Number 93019 Page 6 08710 DOOR HARDWARE PART 1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Door hardware for swinging doors. 2. This specification is not to be construed ds quantitative nor complete in every detail. It is the supplier's responsibility to furnish all items classified as door hardware and necessary to complete construction as shown in Construction Documents 1.2 SYSTEM DESCRIPTION A. Codes: 1 Haiuware shall comply with applicable local and/or estate Fire and current building codes. 2. Where doors require a UL label for fire rating, all hardware applied to that door shall comply with that rating. 3. Doors installed for smoke protection shall receive hardware as recommended by the NFPA or as approved by Underwriters Laboratories. 1.3 SUBMITTALS A. Product Data: Submit Product data I-or each item of door hardware. B. Hardware Schedule: 1. Submit five copies of final hardware schedule indicating: (a) Listing of each opening (b) Door size (c) Door handle (d) Frame material (e) Door material (f) Door label (g) Nomenclature (h) Manufacturer's number and finish 2. Comply with construction progress schedule. 3. Submit one copy of the final hardware schedule to each fabricator of doors and frames within two weeks after acceptance of hardware schedule by OFC Building Remodel Section 08710 Mildren Design Group, P.C. Door Hardware Project Number 93018 Page 1 Architect. C. Templates: Provide hardware templates to each fabricator of doors and frames within two weeks after acceptance of final hardware schedule by Archit!ct. D. Keying Schedule: Submit 3 copies of the keying schedule to Architect prior to ordering locks and cylinders. E. Installation Instructions: Submit installation instructions for each type of hardware. 1.4 QUALITY ASSURANCE A. Manufacturer's Qualifications: Obtain each type of hardware from only one manufacturer, except where indicated otherwise in hardware schedule. B. Supplier Qualifications: 1. Hardware supplier shall have provided hardware in the same market area as the project for a period of not less than 2 years. 2. Hardware supplier shall have in their employment an experienced architectural hardware consultant who is available for project hardware consultation to the Owner, Architect, and Contractor. 1.5 DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping: 1. Tag each item or package separately, with identification related to the final hardware schedule. 2. Deliver individually packaged hardware items at the times and to the shop or site for installation. 3. Place sets of change keys in individuai envelopes, tag keys, and plainly mark keys with change number or symbol and door designation. 4. Assemble change key envelopes into one package and deliver to Owner. 5. Forward masterkeys and grandmaster keys by registered mail. 6. Place construction masterkeys in one envelope,clearly identified and deliver with hardware. Control the handling and installation of hardware items which are not immediately replaceable, so that the completion of work will not be delayed by hardware losses, both before and after installation. 1.6 SEQUENCING UFC Building Remodel Section 08710 Mildren Design Group, P.C. Door Hardware Project Number 93018 Page 2 A. Hardware Delivery and Installation Schedule: 1. Coordinate the delivery of hardware with the scheduled installation and fabrication of doors and frames. 2. Do not install surface mounted hardware until finishes have been applied and cured. PART TWO-PRODUCTS 2.1 MANUFACTURERS (*Manufacturers specified in hardware schedule at end of Section) A. Butts: 1. Hager. 2. Lawrence. 3. McKinney. 4. Stanley.* B. Latchsets, Locksets, and Cylinders: 1. Best. 2. Corbin. 3. Sargent. 4. Schlage.* C. Surface Closers: 1. LCN.* 2. Norton. 3. Sargent. D. Latch Protectors: 1. Builde-s Brass Works.* 2. Cipco. E. Thresholds, Gaskets, and Weatherstripping: 1. Pemko.* 2. Reese. F. Extended Rain Drip: OFC Building Remodel Section 08710 Mildren Design Group, P.C. Door Hardware Project Number 93018 Page 3 1. Reese. G. Automatic Door Bottoms: 1. Pemko.* 2. Reese. H. Doer Stop: 1. Builders Brass Works.* 2. Stanley. 2.2 MANUFACTURED UNITS A. Hand of Door: Provide each item of hardware for proper installation and operation of the door swing as indicated on Drawings, including left, right, and reverse bevel. B. Butts: 1. Provide butts with non-removable Pins at out-swinging doors with locks. 2. Provide full mortise butts in exact width required to clear projection of trim. 3. Provide butts with flat tips and retainer device to prevent rising during use. 4. Provide full mortise butts 4-1/2" by 4-1/2" unless othenvise noted or required by fire rating. C. Latchset and Locksets: 1. Provid,2 locks and latches with 2-3/4" backset, except where indicated otherwise in hardware schedule. 2. Provide locks and latches with curved lip strikes in matching metal and finish. D. Surface Door Closers: 1. Provide closers which do not limit the door swing. 2. "rovide drop plates for narrow top rails. 3. Pro Jde liquid controlled closers with key-type regulating screws. 4. Providt manufacturer's standard one piece cast arm at parallel arm locations. 2.3 HARDWARE ACCESSORIES 4. Fasteners: OFC Building Remodel _ Section 08710 Mildren Design Group, P.C. boor Hardware Project Number 93018 Page 4 1. Provide flat-head screws in finish to match adjacent hardware as required for each hardware item. 2. Where available, provide concealed fasteners for hardware units which are exposed when the door is closed. 3. Provide fasteners which are compatible with both the unit fastened and the substrate. 4. Avoid the use of through bolts where the bolt head or nut on the opposite face is exposed. 5. Where it is not possible to adequately reinforce the door, use machine screws or sex bolts with flush heads. B. Keying: 1. Provide locks and cylinders with master keying and construction master keying, using a five or six pin system. 2. Provide locks and cylinders with master keying, grandmaster keying, and construction master keying, using a five or six pin system. 3. Match keying in existing master key system. 4. Provide nickel silver keys in the following quantities: a. Change Keys: Three keys each lock or cylinder. b. Master and grandmaster keys: Six keys each set. c. Key blanks: 20 for each keyway. d. Construction master keys: 10 keys. e. Stamp keys and key blanks: DO NOT DUPLICATE. 2.4 FABRICATION A. Hardware Mounting Heights: 1. For steel doors and frames, match mounting heights published by Steel D-)or Instittite. 2. Where hardware mounting heights are not indicated in other Sections of this Specification, use the following heights as a guide: a. Top hinge: 5" header rabbet to top of hinge. b. Center hinge: Equal distance between top and bottom hinges. c. Bottom hinge: 10" finish flan to bottom of hinge. d. Latchset/Lockset: 40" finish floor to center of handle. e. Deadlock/deadlatch: 60" finish floor to center of cylinder. f. Push plate: 45" finish floor to center of plats. g. Door Pull: 42" fin;sh door to center of pull. h. Other hardware. HFights as recommended by manufacturers. B. Hardware Finishes in BEIMA Numbers: OPC Building Remodel Section 08710 Mildren Design Group, P.C. Door Hardware Project Number y3!11H Page 5 WARE SCHEDULE equired Door Hardware. Provide the following hardware groups for each door as indicated on the Door Schedule, and as required for a complete project. Include items listed and required for a complete project regardless of omissions or conflicts in Contract Documents. tity Item Manufacturer Number ware Group 1 (HG1) front Doors cylinder Schlage : 4-1/2(5 x ce of hardware by door supplier. 'or`) warp Group 2 (HG2! for Door pair butts Stanley FBB179 4-1/2 x 4-1/2 (5 x 4 1/2 at 48" doors) closer LCN 4110 latchset Schlage Rhodes DS3PD door stop BBW mokegaskel Ile.,n ko 588 are Group 3 (IIG3) for Door pair butts Stanley FBB179 4-1/2 x 4-1/2 (5 x 4 1/2 at 48" doors) closer LCN 4110 latchset Schlage Rhodes I). 0 door stop BBW ware Group 4 (IiG4) or Pair of Doors it butts Stanley FBB179 4-1/2 x 4-1/2 I ns Remodel T Section 0n710 action 08710 sign Group, P.C. Door Hardware r Hardware tuber 9,1018 Page 7 Page 8 ,..4 Keynotes 1. (NOT USED) ,,/ 06�4•t VERIFY " . _., 23-Ytyowy 2. 2'-0" X 4'-00 NOM. ALUMINUM FRAMED WINDOW SYSTEM WITH �'- t vQtiY .� ss'-o`t VERIFY _ 2s'-o't v1:7ruFY INSULATING GLASS, GROUP ?'-C' UNITS IN MULTIPLE-" PER a** YE1pF7 /`7 1/2 1r-4 3/4- ls'-t'z 1T-4 3/4' 7 t e'* ��� DIMENSIONZ7- 11-60 r-a t 4• r-i 1/4- '_1 1'-6• �I�IL11 Com,�. 40'-6 3 4' 4'-n' 4 4'-0• 40'_6 3 4- 3. 20 MIN. RATED - 7 -0 S D DOOR IN METAL FRAMV-7 1 ' ' 1/4• �`--`- 4. 20 MIN. RATED 4'-0" X 7'-0" SC WOOD DOOR IN METAL FRAME � ������ 4 WITH 4" X 24" VISION PANEL 11SW M Kar fttway.ftf 5. PAIR 3'-Cm X 7'-0" SC WOOD DOOR WITH 24" X 32" VISION LAM ONJor"M PANEL IN METAL FRAME ' § 6. PAIR 4'-00 X 7'-0" BI-PASSING DOOR r1 20 A 7. 34` HIGH BASE CABINET, COUNTER, AND UPPER CABINETS. o TYPICAL 3• PROVIDE FOR DISHWASHER AND IGEMAKER - VERIFY / m CONFIGURATION WITH OWNER 8. FUTURE TENANT CASEWORK AN F D SINK - VERIFY ; Ti CONFIGURATION AND FIXTURE COUNT AT TENANT OCCUPANCY ?r YPICAL 6 TYPICAL - 9. 34' HIGH TRANSACTION COUNTER AND BASE CABINET - 15 1411 VERIFY CONFIGURATION WITH OWNER n 10'-4 1 2' 28'-10 3 4• A4.1 1 / 1/2. - 10. STORAGE UNITS BY OWNER o ' / 11/4' \ 11. REDWOOD BENCH3�o 4'-0' 4'-0' a- 4'-0 4'-0' 4'-0' 3°-0• '-10 ELECTRIq'-1• 4'-0' 6'--3' 12. 3'-0' X 3'-0" PREFABRICATED SHOWER FOR HANDICAP ACCESS AOACB 2'-0• IBLITY. PROVIDE SEAT, GRAB BARS, CONTROLS, AND THRESHOLD 44 . I T _ PE STANDARDS AND 36" X 48` CLEAR SPAC 6 NOT ED o Q// 26 � te'-s-s�s 8 I 14. VERT 4AB9TS WITH X-BRACING ' • I BREAK/MEETING 15. TYPICAL OPENING LOCATIONS H TYPICAL a °'' 1 I 7 B4AB9 1 1 16. TYPICAL AT TOILET ROOM/SHOWER n c + o a � '_3 N� _i I 17. TYPICAL AT NON-BEARING WALLS ` `= CN 28a, 6 18. 3 -0 X 7'-0" SC WOOD DOOR IN METAL FRAME in - X-6 1/2• :� 19. 3'-0 X 3 -0 PREFABRICATED SHOWER w o 3'-5 174 i _ t 20.DOWNSPOUT - CONNECT TO EXISTING STORM SYSTEM 3056 ] .� 'n r-9 112 21' 1/4 3 'r 21. FINISH CODE C68C9 -TYPICAL E. JR. b 13'-6 1 • �4�5'-5 4• 10' 3 1 10'-0' 3 -s 1 4 4 2• r-3 1 2• 5'-0' 6 ; 22.FUTURE TENANT TOILET ROOM - 'JERFIY CONFIGURATION AND , + so FIXTURE COUNT AT TENANT OCCUPANCY + o vFF 14w 18 4 11 \ 18 ,,,, 23.PROVIDE PLASTIC LAMINATE SIGN ALIOVE DOORS STATING `THIS -' LEASE SPACE 6' 6' 13°-0• _ 9'-a t DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1" VrV`- 84 ;, 10 \ - 21 HIGH WHITE LETTERS WITH BLACK BACKGROUND TYPICAL - ,� A4 1 10 16 ;� 24.STANDARD HEIGHT MOUNTED DRINKING FOUNTAIN �w. 28 "' A4.1 - n 25.ACCESSIBLE DRINKING FOUNTAIN WITH MAX. 36" HIGH SPOUT I 'D " 24 Owner 4 MINIMUM CLEAR FLOOR SPACE 30" X 48', KNEE SPACE AND40 ;, * 19 12 18 010 CONTROL LOCATIONS PER UBC SECTION 31091 AND FIGURE 27 + ;+ o ' �, + 0 26.PROVIDE EXIT SIGN ABOVE Overflow `i c \ 2' + o 27.MAXIMUM ' DIFFEREN BETWEEN THRESHOLD AND LANDING I�`►„ o $ + ^ "'. 25 $ + 4 0 B 6 s 8.CENTERLINE OF COLO Corporation E) 18 _ i '_0 i o a p 8 N TYP. 12 YPA4.1 • -____ TYP. 21 0 4 21 - 17 \ 8'-0' 3'-6• `r S'-S 4• no 1r-11 112* io a /N E Iwo 22 84AC9 CITY OF TIGARD am SW Burnham m .�. APProved. .................. ( Ttwd,(mon 3 In 3 ►� + Conditionally Approved................................. ( �; WARRANTY 7 . Forony the work aS dascribod ii B4AB9 1° ~ 'r PERM11"T NO, � 1_��.o.a �• l n N io � See Latter to: Follow............................................. ( ]. P, i + 1QD Attach............................................ ( ): SIMILA 4, 4'-s /4' n D4AB9 Jab dress: BuildingIo 3'- 4' - 3/4' j ! . ' i r-a' / J 1/4' 19'-0' �r 20'-3 1/4 ' By:4LL in Remo&l - 20 R TYPICAL 7 6 6 11 �/ t A4.1 114.1 A4.1 A4.1 8M SW 1kr ham SIMILAR TVNF4 Orman � S3.1 A4.1 A SEE EAST STAIR FOR ® j` ® TYPICAL DIMENSIONS 3' %eget Tlth: First Floor Plan 40'-6 J/4• 15'-2 1/2-1 40'-6 3/1 Finish Schedule ROOM NAME .� r Roor A4889 A. Exposed concrete slab 1. 12-1-99 B. Carpet P1 Ift Is C. Sheet vinyl / 2. 12°-2111-'93 First Floor Flan D. Vinyl composition tile PMm Chwk 1/8 =1'-0" 9. 4M/94 Bam Co xxvft deck revo m Wag !=�nd 4O. " baseSlotfim ate..4. 4" rubber base 5. 10/10MNOTE: ,ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO -�- 6. 6" rubber base AmmoftTVacm4h ty NE PRESURE TREATED ® Wal "rish -- 6. 1ZPJM 2 x 4 DF/2 AT 16" 0/C -- SEE KEYNOTES FOR A. Gypsum board and point North TIM SHEAR WALL NOTES -- WITH %» GYP. BOARD B. 4' plastic wainscot with stoinless steel W M P--I . r_ ow WL 2 x 6 DF/2 AT 16" 0/C - SEE KEYNOTES FOR trim at edges,w.r gypsum board and 2 -- 9 VNIMPE"or SHEAR WALL NOTES - WITH %" GYP. BOARD paint above. Typical all walls. �� es„ WT To -aw C. Point exposed structure KAMM OWI IM M ONE HOUR RATED WALL. 2 x 6 DFJ2 STUDS AT X. Existing to remain 16 0/C - SEE KEYNOTES FOR SHEAR WALL NOTES - Ce&M FhW1 Daft 30 WITH %" GYPSUM BOARD TYPE X EACH SIDE A. Exposed structure Drortl b, 2 x 4 DFf2 AT 16' 0/C - SEE KEYNOTES FOR B. Suspended acoustical - tee bar SHEAR WALL NOTES - WITH %0 GYP. BOARD C. Gypsum board and point TA 3JV METAL STUDS (2 x 4 AT CONTRACTOR'S � ht ���_�__.__ �Number S OPTION) AT 16" O/C WITH ' GYPSUM BOARD 8. W-0� e. +8'-0" Sheat till: 9. 8'-6" 8950 Sw Burnham Street B. Bottom of structure 1 of 3 Reviseal Qx*rucfiw Set December 1994 ALI � Y� 08/19/96 PIIC"II� I���E�����1��I I Ilfllll�lllll ! Ill�l �l�lli�l�l ►llllll�lllll i Illll�l� lllll I Illllll�llll! I i �lllll �lllll I Illllll�lllli I Illllll�lllllf I I Illll�lllllll Illll�l�llllll 1 _n23 14 'IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIillllll1111111111111111 IIIlllllllllllllllllllll�llllllllllllllllllllllllllltlllllllllllllllllllll�llllllltllllllllllllllllll�1111IIIIIIII�IIIIIIIIIIIIII Illllllllllllllllllllllllilllllllllllllllllllllllllllllllllllllillllllllllllllllllllllllllll ' t �,,a ', .�.�' M+ k..S� r- .v .'SAI�: ;£R '.^Sr�,:aM•�. ,9 , `t»<•: ,.•„ '&u .y. ... ,'.. ,..�ry1,,. r T', �i Y .�t "t:. �.,,, I :? :I'^.::, ,',r'i •.S'. "'`t .,. ' •• .5," 'I - - . . , .r t • -/ .., , ,a,T:.,. '1,5:. ..' , 11. r •ee•pp .. : ,..` Vii.,. 4 y+.y,.I. ., .1 F / elP r ., . .. `i,�i'• n 1 +ri •. .'� rI fi,, i -,4 ) y� .,H•: le b.. "t,.i.. 6 'S' .. �, .r. .f ..•C.Y •:. x ,, .3. I'l i . .e. Vie.. • r 1 , .. yH. 'r, k A 11 1 13 if 11 11 11 4 yl J r 71 $.h - t, :. ,,, : ,,:•. ..r. .. t ', V ti . y, r. AC . '/M", , r,. 4,. _'S < :I- " .r a �; - ,. t ..., 1 1.1, r.„ ,Q,. ,. .. ' , 'T•.. '. ''}P,,� .A ..•, a ax_.. _ r, �' . .r .. ti rK W .�.. 4. i "n. k. .r'" , �' , , T `• ',«. � .i .?:K .A' ,. r i d' ,.r..�lr :. : 4t ,,. v. ,f'..i. •'... •'.:. 1/4 " GLASS, WIRE AT HALL NOTE: METAL FRAME WITH GLAZING STOP MIEN DESKGI GI11 p,�M METAL STUDS MAY 8E USED Ai�RTAC7 R 0 IPACX �. 1 FOR FRAMING AT STUD - SEE PLAN FOR SIZE 1/4" GLASS, WIRE -AT HALL 11830 3WKerr PVkw*y,%ft �•, • CONTRACTOR'S OPTION BUT AND SPACING L� a��� NOTE.: , . NOT AT STRUCTURAL WALLS, yf. METAL STUDS MAY BE USED 'b �244.1W SEE 51.2 FOR FRAMING AT -METAL FRAME WITH CONTRACTOR'S OPTION BUT - �j" GYPSUM BOARD, TYPE X GLAZING STOP -- �-- -- NOT AT STRUCTURAL WALLS, WHERE NOTED ON PLANS SEE S1.2 GYPSUM_BOARD, TYPE X " GYPSUM BOARD, TYPE X WHERE NOTED ON PLANS WHERE NOTED ON PLANS -- " GYPSUM BOARD, -YPE X METAL FRAME N WHERE NOTED ON PLANS ------- HEADER -- SEE PLAN FOR STUD - SEE PLAN FOR SIZE ----------- 4" STRAIGHT BASE SIZE AND SPACING AND SPACING STUD - SEE PLAN FOR SIZE AND SPACING ai METAL FRAME -METAL FRAME + WOOD DOOR NOTE: NOTE: METAL STUDS MAY BE USED METAL STUDS MAY BE USED + WOOD DOOR WOOD DOOR FOR FRAMING AT FOR FRAMING AT CONTRACTOR'S OPTION BUT CONTRACTOR'S OPTION BUT NOT AT STRUCTURAL WALLS, NOT AT STRUCTURAL WALLS �"- SEE S1.2 SEE S1.2 3 Door and Relite Jamb T 056 4 3 =1 -o • 17A3 ri�� Door Head 2 Door Jambr4'�*� Relite Sill tun 4. 3"=1@--0w 7Ai'-o" QC4-.1�)i 7nz�—o _ 1 4e, W4.1)17A40—o" vp SEALANT I r- 'J' BEAD 'Owner: — EXISTING GIRT REMOVE EXISTING GIRT REMOVE EXISTING SIDING AND SIDING Overflow"I"'o AT WINDOW, PROVIDE SEALANT " GYPSUM BOARD AND FLASHING AT EXPOSED I j EXTEND WE�.L 70 Corporation � EDGES I STRUCTURE ABOVE EXISTING METAL SIDING (JOIE: SEE 7/S3.1 FOR ' CONNECTION WOOD STUDS MAY BE USED INSULATING GLASS wM 2 / ! AT CONTRACTOR'S OPTION " � ' ALUMINUM FRAMED WINDOW — — _ / / � 89�1 � BW'I111ffin __..._..._ Oregon 12 GA CHANNEL 6 ///" i \ ., Tigard, --- __._ 0.82 __ #10 SCREW WITH NEOPRENE ¢ - BATT INSULATION SUSPENDED CEILING WASHER AT 12' O/C I 5EAL.ANT - SEE DETAIL 9/A4.1 — 4 x 6 UNLESS NOTED - r � c i 1 4re J BEAD GYP. BD. TYPE X EACH prp OTHERWISE I - - -PT 2 x 6 � � SIDE SECURE TO STUDS ?" �a�• o40* I ' '7TH TYPE 'S' SCREWS AT i 1���ilding 5-7" O/C f ,. SEALANT —� I�enicxe� N 3 }�" 25 GAUGE METAL M FZ $ 8 STUDS AT 2' 0/G cm FLASHING- GYPSUM BOARDBOTTOM TRACK TO FINISH �— v 0%C* BATT INSULATION `1� I ! FLOOR WIT ! POWDER DRIVE I 1 4 — Ott +,0i,,W ANCHORS 4' 0/C 89;`n: SW I urnham kms „ a,o„p i —4" RUBBER BASE. TYPICAL Tigard, Oregon ' I _ BATT INSULATION - I ! I EXISTING METAL SIDING u I — , ► 0o»oUhK Mso— Sheet Title � �, "*� x� , -,_ - -_ -- _.�_ As Architectural 00 4a,'.,t QA ALUMINUM FRAMED , WINDOW • _ INSULATING GLASS ' • Details drµ r5`�� Window Headr6`� Window Sill Jamb Similar Window amb s Non-bearing Partition Wall 4.1 10 3 -1 -0" 4.1 3 1'-0 4.1 3"­1#-0" 4.1 3"=1'-0" WOOD STUDS A7 CONTRACTOR'S OPTION. PROVIDE BLOCKING AT 16A1-o 16A2 16A3 1A SUSPENDED CEILING IF OPTION IS USED. FLOOR OR ROOF STRUCTURE NOTE: STABLIZER BAR BETWEEN ALL WOOD FRAMING MAY BE USED GYPSUM BOARD (VERTICAL k MEMBERS AT PERIMETER AT CONTRACTOR'S OPTION SURFACE, NOT ALIGNED ADDITIONAL HANGERS AT ALL WITH COLUMN SLOPE) X12 WIRE TO TOP TRACK AT MEMBERS WITHIN 8" OF EXTEND FRAMING TO 4'-0" O/C ALT, DIRECTION ' PERIMETER STRUCTURE ABOVE EXTENT OF COLUMN ABOVE — LATERAL BRACING WITH I) MAKE COLUMN ENCLOSURE jy�410 1. 12-1-93 APPROVED VERTICAL STRUT AT SUSPENDED CEILING VERTICAL � SUSPENDED CEILING Nt 12' 0/C EACH WAY \ : -"►—— — 6" METAL JOIST J CASING BEAD x COUNTERSLOPE HANGERS IF MORE AT 16" O/C BLOCKING 2 12-28-93 THAN 1:6 OUT OF PLUMB — — 5/8" GYP BD FASTEN TO GYPSUM BOARD TYPICAL / P1an Check STUDS WITH TYPE "S" ~ 5 8" GYP BD AT EACH SIDE SECURE ALL HANGERS TO SCREWS AT B" O/C AT — SECURE TO STUDS WITH TYP 3. 4/29/94 R11 BATT INSUL 'S' SCREWS AT 5"-7" 0/C Concrete deck revlsk)n BUILDING STRUCTURE. TRAPEZE PANEL EDGES AND 12" 0/C DUCT WORK AND OTHER LARGE AT INTERIOR SUPPORTS 4. 8/16/94 r EXISTING COLUMN (OUTLINE Stte Etre access revision OBSTRUCTIONS APPROXIMATELY AT FLOOR " r. 3 1/2 25 GA METAL STUDS �� CROSS RUNNERS FIT BETWEEN � 5/8" WATER RESISTANT, LEVEL) AT 24" 0/C 5' 10/10/94 6 --0 MAX GYPSUM BOARD AT TOILET — Accessible Trovm/En MAIN RUNNERS AT 4' 0/C ROOM SIDE R30 BATT INSUL 6. 12/2/94 SUPPORT WITH X12 WIRE AT 4' North T.1./Windowvs O/C OR WITH #10 WIRE AT 5' 3 1/2" 25 GA STUD AT — �— " MILDRFJI DESIGN P.C,e 1993, ALL. ON CENTER EACH WAY _ _— 24 O/C TYPICAL a�uP EXISTING METAL SIDING RUBBER BASE RI�"...�_© THESE DRAWINGS ARE THE PROPERTY OF '. LATERAL BRACING AT 12' 0/C : -- SOUND ATT. BLAMKET AT MILDREN DESIGN GROUP, P.C, AND ARE EACH WAY. MAIN RUNNER TO NOT TO K USED OR REPRODUCED IN ANY STRUCTURE BEGIN BRACING T. ROOM WALLS AND CEILING NOTE: MANNER. EXCEPT VATH THE PRIOR WRITTEN 00 TOILET ROOM PERMISSION OF MMDREN DESKM GROUP. P.C, h WITHIN 6' OF PERIMITER AND 2• " METAL STUDS MAY BE USED FROM CROSS MEMBER --_ -"� '—+— 6 RUBBER BASE r BOTTOM TRACK TO SLAB WIT FOR FURRING AT Date 30 o�•bp�E'1' IM " CONTRACTOR'S OPTION BUT POWDER DRIVEN ANCHORS AT ----- --- 4 RUBBER BASE 4 -0 O/C Drawn by: Checked by: NOT AT STRUCTURAL WALLS, NOTE: �.� ^�M SEE S1.2 1 8950 SW Burnham Street �/ ----- - ---- 3 112- STL TRACK WOOD STUDS MAY BE USED 2 of 3 (TO SLAB WITH POWDER AT CONTRACTORS OPTION �Number. MIS 44 ANUU 4'10" 0/C) HORS AT Sheet Oft N �`!q-`�� Suspended Ceding Sectionr16Toilet Room Wall Sectionrfl Column Surround 12 Partition Wall at Suspended Ceiling 4.1 N.T.S. ALL CONNECTION DEV;CES TO BE OF AN APPROVED TYPE 4.1 3"=1'-0 4.1 t 1/2 104 V -0" �4. 0r-- •2A AND HAVE A 100# ,,APABILITY. 1C DA3 ��ised Construction Set December 19'94 A4. 1 08/1-9/96 !C!I� I I!„D�E�IN� ,�!� I���►���I�I�► I�I�I �I,I�I���� ��I�I���I�i�� �� I�i�l� l�l�� I�I1I1� �����i Ini�lii�iln�iliiii iniliiiii�iiiliinllllllllllillllllllllnllllillllllllllll IIIiIIIIII�liillllilllllllllillliilillillilillllillillliinliiilliliillililiiiililiiliiiiliiiiliiiiliiillii�ill�iiliil�lliiilini Illililnillnlnniniillnillnilnlllunlnn�unhnilmilmilnnlnnl�n�lniifi f F q - .. ,, ._ .. �� :,., -AT ,���,rr ,+, �'•", ipr*,.;' �.. a P.. ,y/ r`.}. j, ,: tk ' 4 - ,'i,'n -'�.a f... 'J �.v s. ''4.'>`.. - ';•.1G r•. ,Gl M MR t., �.J��.�-.» .•,.,�.�.�.,�.�, � ♦. 4. i•�G+, :4.} .� . i T•r' .t ;,yti'•, .�..i rr- ,�;, �. r.. 1 fN't {P •h ,�,�� TY.f .. t V: .•KP ��';�• i •t�,� a. PR4Y 'fir� i'K.t w. w'.'F�"•. " �.� 'i:' ��� mW. �M y! �., a4. 4.•,A, z- f,.- . n W. -"" •, :. �•n • •' '1 : , '., � %.'Div� 'r... t K �71�,''- � t �. _ .-i' •.t ..... 'r • • , ,+ 4 M�.DR N DESIGN�;n",PSC. '*---JOISTS — SEE FRAMING PLAN s , . t ANOWNLlU>fts • !ACE PLAT 11894 SW Koff PWray,Suft -----3 5/8` METAL STUD AT LA Q"M , 16" O/C4' 1 HOUR RATED SUSPENDED CEILING 5/8" GYPSUM BOARD TYPE 'X' L..� co NOTE: 79 WOOD STUDS MAY USED AT CONTRACTOR'S OPTION . 000 1 CONCRETE SLAB 000 056 T ri_ Corridor Section 2 3 4 43 3/4 =1 —0 ;f4 OF ,. 10 A4.3 A4.3 A4.3 N Owner. Overflow Corporatien 8950 Svlr Burnharn Tigard, Oregon Prowat: building . Remodel Y r r� 8950 SWm B mba /� N TigaiA ■ .,,ogon a kr Short Tttie Architectural F. s 7 s details A4.3 A4.3 A4.3 dY �W• 1. 12-1-93 2. 112-28,� ,3 Plan 3. 4/29/94 Concrete deck revision 4. 8/16/94 Site fire access revision 5. 10/10/94 Accessible Tmom/Entry 6. 12/2/94 North T.1JWindows MILDWN DEVON CROUP, PC., 1993, ALL RIGHTS RESERVED 0 .: THESE DRAWINGS ARE THE PROPER OF Mt1.DREN DE:: GROUP. P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MQ DREN1 DESIGN GROUP. PA, Date 30 Octobw 1993 n Drawn by: O*dwd b" 1 TA f 6 Job Number: 9301 8550 SW Burnham Street Short -"".. 3 °t3 A4.3 Revised Construction Set December 1994 A.4.3.+ 08/1.9/96 �i� �► i� � �liCi!i ! !!AO�E�IN�d1�! 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