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14905 14911 14917 14923 SW 106TH AVENUE-1 14905-11-17-23 SW 106TH DRIVE _ A a3 U N N cn C O N U) C O U 1 r kD O �-1 3 �1 w N w r-� w Ln M ii � . cc I C l'.I Y OF TIGARD � nrt.. Cunstruction Services..........................Pet-Mit N, . 6', " Address.. 14905 —11-17-25 SW 106th Building ............... . .. ................... Certificate is hereby given this........3......day of... ..Jan•ua.ry.......... 11,77... . sp.id building may be (iccu ied and that >; p that it c.►inplies with all requiremerts of the Building Code for the City of Tigad, r ►� s roved b the Tigard City Council � T . � a. al,P Y ;•` - Building Inspector T • : _,� r --7_;.- �'0 ar3�! -..,. :L. r t.c a s�.ia� 'rUd ".n `� 1 , t 1'r ( 1 ..►�i(" + $ksva $q'r�f�(t+.c—►'► i'�i �7{ # ski ` t""i.� `•,/ y\ 47-4 V �� �;% ►�� V V' \� ,4 �0, X17 t'� V.� ., y g ��. � + ' .,� \ �. �Ile .aG �"' 'SLR w•`•/p,'`". *�+�� tl f .�I i 'i i; i Aid !► 0? Avoid Verbal Messages CITY OF TIGARD R To: From: Subject: �_ Date:_ _ 9 ADDRESS // / PERMIT N0. PERMIT CHARGE none �f OWNER _' _ �,_,. _j;�.� _ 1�". _c'C �_: CONNECTION FEE PAID BY i TYPE OF BUILDING _r ✓ _ �� DATE CONNECTED SERVICE RATE. INSPECTION FEE CONTRACTOR PAID BY DATE SIZE OF COEJNF-CTION ASSESSMENT PA 10 � � � � � ! � U► � IIIA City of Tigard INSPECTION REOUE ",:w for INSPECTION TIME _ PERMI` NO. ....__ DATE'-? i-t-d DATE ISSUED —Z - 4 OWNERS NAME : 1 ADDRESS : --------- ____. - C,ONTRA CTO R TEST. Air D, Water C , `�ieual D , Luhornt,)!. RESULT: Approved E , Disapproved p SKETCH: a % CA c h INSP C j DATE `NOTF A!tor,h s�peme,tiui i _. est data hn hi�1 R#am Rei RF to r BAR TO FROM City of Tigard - - -- Building Department G�NSTRCC•.•T-i_ON " 5ERVICES INC.Tigard, Oregon 47223 'SUBJECT CalwaHills Cpp�jpjpiniums _ _- DATE .w 2� 76 - - - - -- -- i MESSAUE Enclosed is an engineering report regardin(I the footings in question on the above project. Included in the report are the suggestions and details. to deal with the soft ground. — -- CONSTRYCTION SERV SIGNED - �`Cti RMPLT SIGNED DATE Redif?rely 4S 472 SEND PARTS I AND 3 WITH CARBON INTACT- PART 3 Will RE RFTURNED WITH REPLY r !r�eM q0 rN„1►�77 wd ■ S.C.I. CONS UL TA NTS INC. 320 S.W. Stark Portland, OR 97204 Structural•Civil Engineers&Industrial Planners Phone (503) 26.0106 January 2), 197a ;•:r. Harley Adams Construction Services 11844 S.W. Pacific Hwy. Tigard , Ore6on 97223 Re ; Ordway Hills Lots 6.4-67 Langhtll Jo. 2 Dear Harley: After our visit to the calway :iills Froject on Jan. 23, 1976 I performed a few computations. The results were as follows: (A) The exterior unreinforced footings are capable of spanning soft soil spots up to 4' -6". (b) The cross wall footings should be reinforced as snow. in the a'.tacLied sketch. Since Ply, { Leiov.. Thomas 3.C. I. Consultants, inc. LVT : jt l,ncl. l 7�O MAX 41 MAX L 2 !.,n)A' PADS Tv 2ES7 Uri/ 1=121A SU/L �r i 1 / Z57, iNc covc IA aw Sc 3CT S�zb,7 A,/2.,-rf � AS ao/ fit /�S a � �/ ,2�'4Eor �r¢ rvP G I ��' `tib'INP'N•-:...r,:•.,p.,o�e�p�,,.,..,.�T., �.,�..:..-...1:=,'.Ks�d#Ca►r'�,I6'�Sn, CITY OF BUILDING PERMIT APPLICATION TIGARD DATE— N° 0648 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING P�JNS JID q?6'CIFICATIONS. OWNER PHONE— ` n,)ntruf,tiun Ssrvic:s � v.� .`.u. _QWNEF1 ADD ESS _ BUILDER PHONE r37' ENGINEER C�FJlifJe.:,. t A2(ai.nF• BUILDER A ___ ARCHITECT DESIGNER STRIICTURE —❑NEW ❑REMODEL ❑ADDITION C3 REPAIR ❑RENFWAL ❑FIRE DAMAGE []DEMOLITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL LJGOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE [:]STORAGE❑SLAB [:]FENCE ❑BOND ❑MOV ING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY LAND USE ZONE_. BLDG.TYPE_ FIRE ZONE._ PLAN CHECK BY _.� HEAT__� t 2U31., E,y. ft. Lu,j -IIL,1ry foutpltox. i bedraoins or C as zb LOAD FLOOR LOAD HEIGHT NO.STOR!CS513�:�_ AREA VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR 1 / LEF T SIDE ' RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO T14E REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANT AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1%State LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total By APPLICANT OR AGENT ------ - "-"-`--- __-- Approved Receipt No. ADDRESS V b1ONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor e—C, 1 511/7 (7 PormitNo. 3 G� 0 'S Rough-in Fixture z- Final cf HEATING Contractor Permit No. Gas or Oil Contractor 0 ough-in Fina l SEWER vvv01 0%,'T �y-r 0 t,,,, Te Final X (.W/v IT DRIVEWAY t14 Final Storm Drainage (Rain Drain) Final 1.4-A 'J'A--&.�tjq7�,r , /7--- A ..) TO -5'0,e7 7-, J�!,,VC Sidewalk —isAA. Curb&Street Final Curb&Street BLDG D;T FINAL TEMPORARY CERTIFICATE OCCUPANCY e oar 7eew CERTIFICATE OCCUPANCY Final 1.14,11-rs dl)e- c p Landscaping j,;-i,7(o 0 , g �a "y' Zoning Final ill DEPARTMENT OF COMMERCE-PLANS REVIEW SECTION NOTICE OF PLANS REVIEW wort V oWW'BED9.LD���R7��iQ��0,1310 t t (THIS IS NOT A BUILDING PERMIT) 7`o/ `'•, ,.''' Building Addres ��yy-����_ County 4&s_f/�'67a�t/Occupancy /�/ Const._- Sound Value/;i Plann Fee /!sl/ Architect s/1/_,(�_J-19-Z M5 New Bldg. Addition ❑ Alteration ❑ oDat'e Received Z-,/,g / Owner (--�,LVA&AAA&MOOWNEh�,1�0 Address 16e-3d SIW-A'4' T<:�6? Date Reviewed �p Stories Area Attic 17 V--5 Fire Walla��Fire Escapes 04�X Exits—14,� Main Fir. Basement Ht. Ht. Stops ,�'c Tot.Width Stairs _ ,/ Vert. Shafts ._M _/_ Sprinklers /�/_ Man. Alarm .0 S.P. .i/ Closed ,�, ` Closed No Yes Area Covered Int. Size Ext. Ext. /_�Ht. Det, A4 5 / '— Floor 46V—OD Calling 6r 4e Roof WAOD_Str. Members (P-9V 12 Class No./��p Type _AreaCovd. �/ `�� Well cover d1�0 / GYf' Htr. rm, anti. ^4✓� Type flue 1�T3Z Type Htg. System —�.Fuel .�1Z1____ Ext. Int. The submitted plans have been reviewed for conforIt with fire protection statutes and regulations of Oregon admin- istered by. this office. Items No. _ FT//—Z?— 2 -�6 ' �=3e —.-- checked on the enclosed list are applicable. Theile items and any specially noted provisions must be incorporated into the project to meet current fire protection regulat onS. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance wi'h any applicable regulations of local qovernment. i REMARKS 2 r /S (///_CGU /S .moi>/i' R 8L!/.GU/.�/G /� `//�G D�t/E 3 CDNr'//Pi'!ED ZAI �. MOM_Z&& _-T klL�r TW lv8C.4 /-1USE 13� 6 0WO M9 t!�DL.N� GFr'�s�1E t! i? 1 3 Mt±l a(_- /r'oM ?''H�,6!!!rAz57" P/'D T� c-r Al Td .Ss �V�h-D 7'2V 61,C- �.6-.4' 4 IF f" ��Fr Examined by Copies to: te,:-6T 44 r-ZICZ4 JAle'6_I. B,41)151 Z' LC PRS-2 SP•265e541s DEPARTMENT OF COMMERCE-PLANS REVIEW SECTION NOTICE OF PLANS REVIV V P-4// ROOM 376,STATE OFFICE BUILDING, PORTLAND 97201 (THIS I$NOT A BUILDING PERMIT) H� Building e-Z& AV A141. _ �Y.— .�� 106 �ICTR/ ) --- No. -L1,BuildI � U:i 47_f��'�- -5�+'r�Addre"Cj �L�l V I DL'Uf�lzr.L� QE /JyG l?'-5 TS 7,42 sfa _ F 4 r STATE OF OREGON Fire&Life Safety DEPAR'T'MENT OF COMMERCE Plans Review Number. . . ....... . PLANS REVIEW SECTION CHECK-MARKED REGULATIONS. IN ADDITION TO ANY REQU'REMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJECT. Approval of submitted plans does not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. 1. Structure required to be Type theoukhout due to (❑ area) (p height) (p occupancy) (Fire Zone [I)• 2. One-hour fire resistance rating required for all Interior construction. 3. All living units required to be completely separated by one-hour fire resistive construction. 4. Exit corridors require separation from any other area by one-hour fire resistive construction. 5. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Relights In corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4308. 0. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of ( 1-hour) ( 2-hour) fire re- siFtance. Access ways to such shafts require self-closing and latching Class B fire door assemblies ( 1-hour rated) ( I%-hour rated). ti. Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided.) 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per 1973 State Structural Specialty Code, Section 1710. 11. Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires firestopping of both vertical and horizontal draft openings at maximum intervals of 10 feet. 12. Corridors require at least 8 feet in clear width. Drinking fountains or other equipment may not operate in it man- ner which would obstruct the minimum 0-foot width. 13. Corridors serving patient bedrooms require at least 8 feet In width. 14. Corridors require smoke barrier partitions with doors at 150-foot intervals. 15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing in the direction of exit travel. 10. Exit doors from lobbies, corridors and assembly areas require panic hardware. 17. Hardware for all doors is required to be of simple type having �irovisions for locking against egress, with ob- -ious method of operation. Flush bolts other than listed at' ,. a,, not acceptable. 18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be transported In wheelchairs, stretchers or beds. l9. Sleeping rooms require at least one window readily openable from Inside without special tools and providing it clear opening of riot less than 720 square Inches with the least dimension not less than 22 inches. Maxinunn per- mitted height to bottom of opening from floor Is 48 inches. (Ref: See. 1304) •�n Surface flume spread rates of walls and ceilings, minamum requirement stalrway--25, corridors---75, other rooms --225. (See. 4203) 21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a hent resist- ant adhesive capable of withstanding 10007. for one-half hour. 12. All curtains, drapes and similar furnishings are required to be noncombustible or rendered and maintained flame- proof. 23. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313-3314. 24. Standard seat row spacing must provide a space of at least 12 Inches from the back of one seat to the front of the most forward projection of U,e seat immediately behind. 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(]). /26. Heating, cooking, air conditioning and similar service equipment are required to be approved ant; listed by a ;/2 nationally recognized testing agency, such as U.L., Inc., and to be installed In compliance with agency's specifi- cations and recognized safe practices. The installation of ventilation systems is required to be in substantial con- formity with the 1973 Mechanical Safety Code. Corridors are not acceptable for use as supply or return air plenums, 27. A dust collection syst= is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with // automatic sprinklers. V28. A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in separate water tank port or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. 29. A firefighting water supply is required within 500 feet of building that is capable of producing 500 gpm (mini- mum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 gpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler pip- ing, see 1973 NFPA Pamphlet *13, 3-7.7. 31. Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in all auxiliary areas, including dressing rooms. storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacing at least 5%„ of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901-06) 34. An approved fire alarm system conforming to 1972 NFPA Pamphlet N72-A with signals audible throughout build- ing and manual alarm sending stations adjacent to exits from each floor or area are required. 35. Approved electrically supervised combustion detection of the ionization type Is required for all patient rooms. 36. All exit doors and access ways thereto are required to be identified by approved electrically illuminated signs served by two circuits with one separate from all other circuits. (Sec. 3312) 37. An emergency power system Is required for the ( ) gymnasium ( ) auditorium ( ) building to maintain exi# Illumination for not less than one-half hour In event of public utility failure. �. Fluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc., approved for such mount- ing, or Installed to provide at least 1!J inch air space between the fixture housing and combustible material. 39. Conformance with all requirements for the removal of architectural barriers to the handicapped is required. See applicable parts of 1973 State Structural Safety Code, Sections 1711, 1712, 1713, 3302, 3303, 9305, and 3306 and Table No.33A. NOTES: I. Local P-gulations or insurance standards for most favorable insurance credit may, and often do, exceed these minimum State requirements. 2. This review does not cover O.S.E.A (O.S.H.A.) regulations. 3 This review :toes not cover Medieare-Medicald regulations. DEPARTMENT OF COMMERCE-PLANS REVIEW SECTION NOTICE OF PLANS REVIEW Ld(IJAVINnU MSIlUC`D'IWERT`6RQ(t "97316 ,/ (THIS If NOT A 6UILDINO PERMIT) Building L f//�L� �� J.Wi ��� /U��17,�L— No. ,,l Building 'J�'.. Address�7a /�a County��,ra-rA'/.V67'�1/__ Occupancy �Z� &hym sE Const. „(!r_�_Sound Value Ple�rj Fee2"�-- Architect n/�s - New Bldg, 4 Addition ❑ /A/lterraattiion' Di's Received �)q�ip� Owner 1 LT � M��� Address 17� � W /, Date Reviewed ©� Stories A- Area A� /&-- Attic _L—/ ode%�: Fire Well& 69- Fire Escapes O&L5 -.Exits ff. Main Mr. Basement HI.HI. Stops rr N-51-- Closed ��' Tot,Width Stairs Vert. Shafts -Y`VS Sprinklers X / Man. Alarm 445* S.P. /v 5/ r /—er Closed &.5 r Closed ��yN.o,, Yea Area Co re Int. Size O Ex Ext. AS/—Ht. Det. —/ / Floor (.i3[rd Q Ceiling Roof J�� Sir. Members Clear o./! Type f,Area Covd. ,/e A'L Wall cover �/STY� Htr. rm, anti. /{f'S - Type Hue�Type Htg. System _,,EB__— Fuel N- Ext. Int. The submitted plans have been reviewed f r confrprmiitty With fire protection statutes and regulations of Oregon admin- istered b; this office. Items No. c ", X—AQ 4 P-19 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversiqhts by this office or of noncompliance with any applicable regulations of local qovernment. REMARKS:([l.!-1fi�I..S',"1165,2 /J ?!iof,BLl/1,,P_1A/��/ 0/�JI—IME7-V rope ,� j,,, ES /NlT d� !)) � ?.Z"!�Y`3 a " ,,SETT/� fi�G`C_E.5'S _s�fi4L L � f U/yD/ ,•D�ld Sr✓ffi�� -� Examined by Copies to: �1 1s'�k�IDL"A ar Sf:�i�G1y, ,�11�i CIO, Z_ZL PRS-2 SP•76585.814 DEPARTMENT OF COMMERCE-PLANS REVIEW SECTION NOTICE OF PIANS REVIEW j!�' #ZZ 1U )PIREw11E11o)�/�19Q c� -int 1115 IS N�ffpA�)BUILDING PERMIT) Building u�u�[ /�� 11V�11 �FO� —_ �J. LU• �0� / —*JL -- No. g Building Address r r /S 1✓C.CD els, �L�_�f1 eZ s -5' ' s'I11_ e.zy --- _�'�SI�T1 Coit/��l��cr�n, ,�t�• _ ___ -- v� v c�c�rs o �'o����?ion✓ vT.t��-�1_✓�.�z'�_s.�����y1.�. - LG1 "/t/,o rims s� YZ 'Vor A mss 7'yyy -?c-.,"&M 11 r71PE. , Al�y ' - '/vtf r - 4401/Nd- ciF 7'n'&1 �+" GClA.Df�' /� S S�S �� 0 50H STiyNO�! moo_ X111 A 0417-H,4- at -- 1��dE STATE OF OR4,GON Fire&Life Safety DEPARTMENT OF COMMERCE Plans Review Number. ..... PLANS REVIEW SECTION CHECK-MARKED REGULATIONS, IN ADDITION TO ANY REQU'REME;NTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJECT. Approval of submitted plans does not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that clay exceed State requirements. 1. Structure required to be Type throughout due to (C] area) ([ height) (p occupancy) (Fire ?one [)). 2. One-hour fire resistance rating required for all interior construction. /3. All living units required to be completely separated by one-hour fire resis`+ve construction. 4. Exit corridors require separation from any other area by one-hour fire resistive construction. 5. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Relights in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 0. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of ( 1-hour) ( 2-hoar) fire re- siatance. Access ways to such shafts require self-closing and latching Class A fire door assemblies ( 1-hour rated) ( 1�i-hour rated). 6. Attic areas require draft barriers as per See. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided.) 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per 1973 State Structural Specialty Code, Section 1710. 11. Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires firestopping of both vertical and horizontal draft openings at maximum intervals of 10 feet. 12. Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a man- ner which would obstruct the minimum 0-foot width. 13. Corridors serving patient bedrooms require at least 8 feet In width, 14. Corridors require smoke barrier partitions with doors at 150-foot intervals. 15. Exit doors from lobbies, corridors and rooms with potential occupancies or 50 or more are required to swing in the direction of exit travel. 10. Exit doors from lobbies, corridors and assembly areas require panic hardware. 17. Hardware for all doors is required to be of simple type having no provisions for locking against egress, with ob- vious method of operation. Flush bolts other than listed automatic are not acceptable. 18. At least 44" (incher) In clear width, without projections, Is required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers or beds, 19. Sleeping rooms require at least one window readily openable from Inside without special tools and providing a clear opening of not less than 720 square Inches with the lenat dimension not less than 22 inches Maximum per- mitted height to bottom of opening from floor Is 48 Inches. (Ref: Sec. 1304) /20. Surface flame spread rates of walls and ceilings, minimum requirement: stairway--25, corridors-75, other rooms --225. (See. 4203) 21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resist- ant adhesive capable of withstnnding 1000"F. for one-half hour. 22. All curtains, drapes and similar furnishings are required to be noncombustible or rendered and maintained flame- proof. 23. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313-3314. 24. Standard seat ruw spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(j). 0. Heating, cooking, air conditioning and similar service equipment are required to be approved and lis'.ed by a nation:_Ily recognized testing agency, such as U.L., Inc., and to be installed in compliance with agency's specifi- cations and recognized safe practices. The installation of ventilation systems is required to be in substantial con- formity with the 1073 Mechanical Safety Code. Corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection ec,uipmeat to be located outside of building or in one-hour separated room equipped with automatic sprinklers. '�. A.S.M.I?. approved pressure relief valves are required for all water heaters, installed either in separate water tank port or In port for hot water- line. Shutoff valves may not be located between a water tank and relief valve. 29. A firefighting water supply is required within 500 feet of building that is capable of producing 500 gpm (rnini- nrcun) for 10 minutes for each 5 000 square feet of floor area within building up to a maximum of 500 gpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. au. Interior wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler pip- ing, see 1873 NFPA Pamphlet N13, 3-7.7. 31. Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in nil auxiliary areas, including dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacing at least 5% of stage flour arca, openable be hand from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901-00) 34. An approved fire alarm system conforming to 1972 NFPA Pamphlet M72-A with signals audible throughout build- ing and manual alarm sending stations adjacent to exits from each floor or area are required. 35. Approved electrically supervised combustion detection of the ionization type Is required for all patient, rooms. 30. All exit doors and access ways thereto are required to he identified by approved e Pelt tcally illuminated signs served by two circuits with one separate from all other circuits. (Sec. 3312) 37. An emergency power• system is required for the ( ) gymnasium ( ) auditorium i ) building to maintain exit / Illumination for not less than one-half hour- in event o, public utility failure. IP//:1A. Fluorescent light fixtw'es installed on combustible surfaces are required to be UL., Inc., approved for such mount- ing, or installed to provide at least 1% inch air space between the fixture housing and combustible material. 39. C.onforninnce with all requhrrnents for the removal of architectarnl barriers to the handicapped is required. See applicable parts of 11173 State Structural Safety Code, Sections 1711, 1712, 1713, 3302, 3303, 3305, and 3300 and Table No.33A. NOTES: 1. Local regulations or insurance standards for most favorable Insurance credit may, and often do, exceed these mininnim State requirements. 2. This review does riot cover O.S,E.A. (O.S.H.A.) regulations. 3 This review dnes not cover Medicare-Medicaid regulations. 5-75 W WIFI O DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION IMF fl��OPO 91310 NOTICE OF PLANS REVIEW C_� /3';7/' /G�7V i� C_ `./'/ /() (THIS IS NOT�-A BUILDING PERMIT) BuildingL !7 G �—Y Building ✓ KJ ---_,.._ No. County//��'/SA'/AJtr'Td/✓ Occupancy 1y TDu�n/r4ov5 Conet Address {���/.� Architect ��/P 4 --Sound Value Pllaan Fe�ey/6 New Bldg.,,1�1 Addition ❑ Alteration [] Date Received 1—// —/ fo' Owner 0 � �OH�dtlr 'G Address�400 t�� /U(p T/�/T�/� i1 /�?0 -� Date Reviewed Stories O`- Area c�_ /_oY—'E_ Attic Fire Fire Wells „s Fire Escapes _Exits ft. Mein Fir. Basement Ht. Stops Stairs S �/ `_ Tot.Width / L!= Vert. Shafts _/ Sprinklers �/ / Man. Alarm 1-YS.P. Closed Closed No JY J Yes Area Covered Ext. _/_— Ht. Det. / �-- Floory y Int. Size Ext. Class No. Type Area Coed. '—Ceiling 1;:, Roof� Sir. Members�Q� Wali cover /�/_'_. Htr. rm. encl. /V S” Ext. Int. — Type flue_42-2_Type Htg. System Fuel GAS The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. /Z-/2 a - checked on the enclosed list are applicable. These Items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or Oversights by this office or of noncompliance with any applicable regulations of local government,REMARKS. ZAZ Ci� � '!_S' .z y� J6Q S /1 h7.G.0 o%' -r4 THS Z .VOT',GESS /7/ST/a.�ir �G c��ZM 3 /� �n �• Examined bye. PRS-2 copies to: 04� C� k_��C/�t/, S'NG��l, �[1i�il�l.T/V r 0 F,(/G'1�c V So•26585•Ria DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW ROOM 37766,,STATE OFFICE BUILDING,PORTLAND 97201 THIS IS NOT A BUILDING PERMIT) /// C� Building (=r/� v //../ C._r'2— .SGL �!'��a ��1/f�l� � / No, BuildingAddress � f>'- '� E/PG' /S mil/c�0 S -[J L!•S�l�C" STUf/9ClG C/�l/D�h' ST���_ CT�E 7r C��Q oiy THE ' �z o'51:--'0 S/D4 N /?Crlirr 01) 1'o/P Zy AV LE �, f �2 S/S GON.S•.T/Ffe C T!a py,/ _?J0 r"4 ._ 301, /ov c> s'!/ia c ,Qc P,?,1 JZW9 J 41Z;V A01, iso vv'U D r.0c nys d [/C. TSy f' G°U/�>!.�l�S T d i►/ DT_f� tY��£�� SEC_L_/71/17- 05 4/ V /7 0�� - - /=y0 ��_.Elonrl'A.c�r rhe T rd�-9 — �r via _ - STATE OF ORIS(1,ON Fire& I-,ife Safety DEPARTMENT OF' COMMERCE Plans Review Number PLANS .REVIEW SECTION CHECK-MARKED REGULATIONS. IN ADDITION TO ANY R.EQU'REMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJECT, Approval of submitted plans hoes not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. Structure required to be Type throughout due to (p area) (❑ height) (p occupancy) (Fire Zone []), 2. One-hour fire resistance rating required for all interior construction. 3. All living units required to be completely separated by one-hour fire resistive construction. 4. Exit corridors require separation from any other area by one-hour fire resistive construction. 5. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing, Relights in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4300. f,. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of ( 1-hour) ( 2-hour) fire re- sistance. Access ways to such shafts require self-closing and latching Class B fire door assemblies ( 1-hour rated) ' ( 1%-hour rated). } 0. Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided.) 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per 1973 State Structural Specialty Code, Section 1710. 1. Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires firestopping of both vertical and horizontal draft cpenings at mnximum intervals of 10 feet. 12. Corridors require at least 0 feet in clear width. Drinking fountains or other equipment may not operate in a man- ner which would obstruct the minimum 0-foot width, 13. Corridors serving patient bedrooms require at least 0 feet in width. 14. Corridors require smoke barrier partitions with doors at 150-foot intervals. 15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing In the direction of exit travel. 10. Exit doors from lobbies, cuuidore and assembly areas require panic hardware. 17. Hardware for all doors is required to be of simple type having no provisions for locking against egress, with ob- vious method of operation. Flush bolts other than listed automatic are not acceptable. III At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers or beds. 1). Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear opening of not less than 720 square inches with the least dimension not less than 22 inches. Maximum per- ..dtted height to bottom of opening from floor is 48 inches. (Ref; Sec. 1304) 0. Surface flame spread rates of walls and ceilings, minimum requirement. stalrway--e5, corridors--75, other rooms —225. (See. 4203) 21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resist- ant adhesive capable of withstanding( 10007. for one-half tour. 22. All curtains, drapes and similar furnishings are required to be noncombustible or rendered and maintained flame- proof. 23. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313-3314. 24. Standard seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(j). 20. Heating, cooking, air conditioning and similar service equipment are required to be approved and listed by a .111nationally recognized testing agency, such as U.L., Inc., and to be installed in eompllance with agency's specifi- cations and recognized safe practices. The installation of ventilation sysl.ems is required to be In substantial con- formity with the 1973 Mechanical Safety Code. Corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: See. 1008) bust collection equipment to be located outside of building or in one-hour separated room equipped with automatic sprinklers. / �8. A.S.M.E. approved pressure relief valves are required for all water heaters, installed dither in separate water tank (/ port or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. 20. A fhrfighth.g water supply is required within 500 feet of building that is capable of producing 500 gpm (mini- mum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 gpm for 30 minutes, or picvide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet vtandpipcs at least 2 inches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler pip- ing, see 1973 NFPA Pamphlet #r13, 3-7.7. 31. Approved automatic sprinkler protection thror.,ghout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and In all auxiliary areas,Including dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacing at least 5% of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (See. 3901-08) 34. An approved fire alarm system conforming to 1972 NFPA Pamphlet N72-A with signals audible throughout build- ing and manual alarm sending stations adjacent to exits from each floor or area are required. 35. Approved electrically supervised combustion detection of the ionization type is required for all patient rooms. 30. All exit doors and access ways thereto are requiri•d to be identified by approved electrically illuminated signs served by two circuits with one separate from all other circuits, (Sec. 3312) 37. An emergency power system is required for the ( ) gymnasium ( ) auditorium i ) buiAing to maintain exit illumination for not less than one-half hour In event of public utility failure. Fluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc., approved for such mount- Ing, or installed to provide at least I% inch air space, between the fixture housing and combustible material. 39. Conformance with all requirements for the removal of architectural barriers to the handicapped is required. .Sec applicable parts of 1973 State Structural Safety lode, Sections 1711, 1712, 1713, 3302, 3303, 3908, end :d08 and Table No.33A. NOTES: 1. Local regulations or Insurance standards for most favorable insurance credit mav, and often do, exceed these minimum State requirements. 2. This review does not cover O.S.E.A. (O.S.H.A.) regulations. 3. This review does not cover Medicare-Medicaid regulations. 5-75