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16285 SW 85TH AVENUE BLDG 105 ADDRESS: SK/ 95"" AvOJUE eam, , .1 IT& uecordsVnicroflm\tergels\building.doc A A A WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 5031649.8577 A f'ugust 7, 1987 Mr. Nash A. Hasan R.A. Gray/Co. P 0 Box 23516 Tigard, OR 97223 Dear Nash, RE: Modern Staples 16285 S.W. 85th, Suite 105 A fire and life safety plan review was conducted on the above- captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC), Uniform Mechanical Code (UMC), and the Uniform Fire Code (UFC) as amended by Washington County Fire District's Ordinance 86-1. The plans are approved subject to the following conditions: 1. Hand Rails: Hand rail for the stairway system shall be pro- vided at not closer than 30 inches nor more than 34 inches above the nose of the stair treads. Hand grip portion of the hand rail shall not be less than 1 1/4 inches nor more than 2 inches in cross-section. Hand rail shall. project from the wall with a space of not less than 1 112 inche3. (UBC Sec. 3306(j)) 2. Exterior Exit Door: Hardware for the exterior doors and key-- operated deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one .Inch in height on a contrasting background. ti (UBC Sec 3304) w 3• Automatic. Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than J three sets of plans for the installation shall be submitted to this office for approval prior to installation. 4. Fire Extinguisher Required: A fire extinguisher having a mini- mum rating of 2A-10B:C must be placed in an accessible location within plain view. (UFC Sec 10.301(a)) STOP FIRES — SAVES 1-IVES Mr. Nash A. Hasan August 7, 1987 Page 5. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of con- struction and must be made available to building and fire inspec- tors for reference during required construction inspections. (UBC Sec. 303) 6. Inspections Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which, will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occu- pancy of the tena.it space. (UBC Sec. 305) 7. Cert i f i catF of Occupancy Required:, Prior to the use acid oc- cupancy or other written instrument of approval must be obtained from the City of Tigard Building Department. (UBC Sec. 307) If I can be of any further assistance to you, please feel free to call me at 649-85'17. Sincerely, T.UALATIN FIRE, STRICT Gene Birchill Building Official rc: Tigard Bldg. Dept. Inspector Ray a K h N Y h J rr co CM LL1 w R� BUILDING PERMIT APPLICATION DATE is X928 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATE,; BUILDER PHONE !,i<)— OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER-R A GrnY JOB ADDRESS 6285 c •: 35th AV(— LOTNO._ 2 ARCHITECT ENGINEER t3clive BUILDER g` fADDRESS DESIGNER STRUCTURE ❑ NEW 1� REMODEL 'Li ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM L} EDUCATIONAL ❑ GOWT L] RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑_ SLgB❑ FENCE OCCUPANCY B2 LAND USE ZONE — l}� BLDG.TYPE FIRE ZONE PLAN CHECK BY HEAT Tenont mc)dif icat.ion, all per approved plans. SAI - cc - t0—10 �... Suite 105--Mc+clerr, Staplos, office & wFarehoune. N SEWER PERMIT M .�� OCC.LOAD FLOOR LOAD _HEIGHT_ NO.STORIES 2 AREA 21(i0 NO.BEDROOMS VALUE `1(1�}0 LL BUILDING DEPARTMENT SET BACKS FRONT REAR LE►T SIDE RIGHT SIDE J Permit 15'2•5THIS PERMIT IS ISSUED SUBJECT TO THE PEGULATIC JU CONTAINED IN THE BUILDING CODE, ZONING 99. 1.'i REGULATIONS AND ALL APPLICABLE CODES AND OFUINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATFINS AND IN COMPLIANCE 61 �Or.' WITH ALL APPLICABLE" CODES AND ORDINANCES. THE ISSUANCE OF THIO PERMIT DOES NOT WAIVE SubtotalASSi'RICTIVE COVENANTS. CONTRACTOR AND SUB (.OVTR.%CTORS TO HAVE CURRENT CITY BUSINESS 63 LICENSE.SEPARA."E PERMITS REQUIRED FOR SEWER,F LUMdING AND HEATING. State Tax Total -26 SDC— PDC# APPLICANT OR GENT - Y Approved 142.72 R Celpf No. 'a � A U PHO DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE T Contractor 8 Permit No. Rough-in Fixture Final HEATING Contractor j 6/0/8-7 Permit No, Ly cj y Gas or nil �y Rough in v / /� //YQ Tf✓ Final SEWER Final DRIVEWAY FI,,al Storm Drainage (Rein Drain)Final Sidewalk Curb d Street Final Approach BLDG. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPA.-CY Flnet CERTIFICATE OCCUPANCY Landscaping Zoning Final \ •L , i .//• �'R '!L ,,C 'd' •W .I VW',, l�'.n - 1, l 4 � 1 �141 "�P 2 .Vr'F ,y,•y,, '" � �• hf�pR•.o �d�c r� 5 �•"49�yt.,.�`,,.dpi, °,Ahs"•9''�rq' t�', ''� �1fU',''Wp�jt;31/p���'.'�11'����N�,;w�•��','gMl,��`AIII'','!Vnk� "�IM, �',.;4 �,, '� � �►� 4 � � Hrlr'�•., N, Apr �• � +�ryr �� „� � .;c -17 { E �V.410,till .r�r�r+�j'l+. o tl'1 v co TT tLo tic r to t{{-t��i.li,i i V O ''-i '� UQ , �� A. O H q 4.J 74 �;•' , O a cn W O a 3 CO cn w .►.+ �. ��, H a) z I . H 3 p b O mto ` In 00 O d M N .a •• a cd a V I` Iii; �� { IN r'• ru r-4 ''IErlijs'�{9 U x b w >1 to h w ori 11M. S LL, ` " ';`` r11p'.•' '' Ny�I'_ ri �� . !'+ •1 laftl `` .,,�,., a^- 1, I�IP.'�•\��'..ktpuc�l4�•• i►,d�°'.6;� ,� ,rt .•'""'ti.,... .�+�'' .` '` ..rM�••v ,l ^`\+,'�.: i�N•=--� CITY CSF" TIGARD PLUMBING 1.�����`' Applicants must hold Oregon Re.•glstratiort to condi ct a plumbing PER M Irl 639-4175 business or mtrt be property owner/operator not hiring outside help- Name ofDewlopmont PlumbinµPermit Na. � ? r l�° Pdon DUAN. PRICE AMT =) �%Q ) &`S ORS 814-21-01L Job Tax Lot Map.No. Address �_ _FIXTURES - - $ubdivtakxi - 7.5c Lot Bock Sink _ _. -- - -- - - �' 7.50 �`� rT erne or name oi business) t avalay - - -- _ 750 Tub or Tub/Shower Comb at ng der - Shower Only -7 .50 - Water Closet 7-- _ - 7.50 Owner Cky/�tnle zro [),shwasher _ 7 50- -- -- Phone Garbage Disposal - -7.50 ------ Washing Machine 7.50--- •- _. - .- Name Flour Drain _ _ 750 -- - Water i i :�-^ ' 750 ang res er -- -- _- 1.50 -- l aundry Rao t Tray -- - - -- - Occupant City/State U7.50P Urinal _ _ - --- Other Fixtures(Specify) -• 7.50 - Name 7.50 ( e ' ��t✓ 7.50 ress7 - Aix.. --- 7.50 Contract)r Cll//State ZIP CSC— MISCELLANEOUS - %1"etas Tax No qQ~1 at 100• _ _ 30 00 --- S&~-es Adds 100 _ 15.00 tale s. u a We uurrrtber' s s x o - _20.00 (Resdentiaf) Water Service 1st 100' -- - - Waled Stxvioe ea.Addil.�r _ _ _ _ 15.00 1 her acknowat {edge ttst 1 have read this appNcon,ttat sty 6,formaitk i ,,g.00 - given lin conedt,that I art registered with the State BLWdera Board•and also Storm 6 Rain[rain lat.100' have a State Pkxnbing Roane@ tut the rtuntbers given are corred.dtal NI - 15.00 veldt appRct;J10 prnvisans of Ore- Storm 6 P:xt Orwin AddH.100' i gonR@ j work will be done n aoaxdsrtos codes and that 25.00 - - Vo^Revised Statutes Chapters 447 and 893 artd appMtwhie Mobile Nor►»Space -. _ ----- no help wN be ernployed txMeas Hcensad under ORS 86� IK exemttl from Flack Flow Prevenbort Stale(eglsuatlon.pies"give reason below). De i,ce or Ant-Pollution Des cedo 7.50 HC*AEOWNERS-1 hereby OWWY that I am tis owner of tie 1>roPer1y scribed above,al which beabon 1 propose b la maa pkwnbkV line"aboin(or Any Tf eP or W ash Not 7.50 -` my own use and this property is not strip constructed for sale.Isaac or vett Carlrtatwd to a Fixtive Catch Basin 7.50 --------- --- - --- - -- gyp.d Exlat.Pkntbing _ 40 00 Per Nr - --- -- _— - -- - SpadaNy Regtrssted Inspaotlor►s _ - _ 40.00 Per Mr AMr d Pkirttbing 1Nlftln 15.00 min - an EWO*V(3idq - New t31dg.or Build.Ad*Wn 25'00 non -- 1 At IZED SIGNATURE 1 DW _ L e Lat1i1 -. c7J tion repair 15. - Describe work new❑ lsddition� ) athero n - be stoats residential Et W(V use of t1l-T0TAL bLAk*V or properly _ - - 4%MA1C1 4PM Pt pa+d u."of - bu" or pimp&ty - - - MOTrt:E -- -- - - TAltt parnrK Demo null artd road M wait or jonafruollon autartrw is 1111111 %*W too<ta7e+er N owlsibuckm or waft to wtp«tdarf or abarw*wtad k* a period of/90 davit d any inns dtw want Is oonvrAr*ted 9"CIAL OO/aR10N11 _---- ---_ ---_ - i DOW Issuebyd -__1 1 i C11 Y UI" 1IUAHU MECHANICAL PERMIT Permit +Y — U Description Table dA Mechanical Code CITY PRICE AMT City of Tigard 13125 S W Hall Blvd. 1) Permli Fee 0• 0 10.00 P.O. Box 23391 fI (� 2) Suppl-,mental Permit 3.00 Tigard, OR 97223 V _ 639-4175 Furnace to 100,000 BTU J 1) incl.ducts&vents 600 2) Furnace 100,000 BTU + 7.50 incl.ducts&vents Name of Deve!opmcn; 3) Floor Furnace 6-00 incl.vent Job Address r Suspended hea er,wall heater 4 r` Addres:. ' 'r S ` ) or floor mounted heater 6 00 Ven Tax Map No 5) appliance not incl.in 300 Lot Block Subdivision _ appliance permit Name(or name of business) 6) Repair of heating,refr ig., 600 cooling,absorption unit — Mailing Address sone 7 Boiler or comp to 3 HP 6 .00 Owner _) absorp.unit to 100,000 BTU CAYISbate Zip 8) Boiler or comp to 3 HP•15 HP 11.00 absorp,unit to 500,000 BTU _ Name 9) Boiler or comp 15-30 HP 15.00 ab5otp.unit 112-1 million Mailing Address 10) Boiler or comp to 30-50 HP 22.50 w f ,,�� absorp.unit 1 -1,75 million Contractor City/state �9!76�' p I 1 1) Boiler or crimp to 59 HP 31.50 "—/ I absorp.unit 1,750,000 BTU State lilegistration Nd. rtty Sus Tex No 12) Air handling I fnit to s 50 10,000 CFM Air handling unit 7.50 I hereby a' dg knowlee that I have rend this application filet the information given is 13) 1 0,COO CFM + correct,Mal:am the owner or authorized agent of the owner,that plans submitted are in compliance with State laws,that I am registered with the State E rikMrs'Board,that the 1 Q) Non portable 4.50 number given is correct.(If exempt from State registration please give reason below) evaporate Cooler 15) Vent fan connected 3 a, to a single duct 16) Ventilation system not 450 included in appliance permit 17) Hood served by 4.50 mechanical exhaust Svpwture(owner or pmt) _%f Date1 e) Domestic type 750 r?escribe work ❑ addition J alteration ❑ repair C3indnerator_ to be done residential C non-residential ❑ Commercial or industnal 19) type incinerator 30.00 Existing use of building or properly �__�_ 20) Other i.e.,woodstove,water 4 50 heat9r,solar,clothes dryers,etc. Proposed USO OI building or property_ 21) Gas piping one to tour outlets 200 Type of fuel- oil [' natural gas O LPG ❑ electric ❑ c^ ( 22) More than 4-per outlet NQT10E SUB-TOTAL (� THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- STPUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 �SURCNARCiE DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25% OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS Al ANY TIME AFTER - - -`-- WORK IS COMMENCED TOTAL Spisicial Conditions Date issued �� by ,5 v/?F rb S ode J,trisdiction of GENERAL PLAN CORRECTION LIST Based on 1485 Edition of the Uniform Building Code ownerGlee y Plan Check No. _ Valuation ''?�/ rot Job Addregs /(v 8 S S G✓ `� Syi Use City Type of Occupancy State .cczc�d�,/ Construction V-�'/ —Classification- Total Total Allowable Floor Area—_— Sq.Ft. S:ories.--12-._ Basis for Increase Floor Area: 4r1­ -1(;e SE /3 Floor(Mar.) Sy. Ft. Floor(Total) G —Sq. Ft. „j" Sto�r_y _ Occupant Load ��.- -- sro.eAQ� - %3-7y/3C1C) V'3 : s /,3TOTc// ' COMMENTS OR ASSUMPTIONS: �E6 � ��� -�,B '� g-,— Jlrorii!e �QCN TE=S"61Ali y�Q�si/3�� - �i6itE2 RN�0 7E�n�t�i L��L111E'� �✓�t �/ a'i%/ Corrections checked below are to be made on plans be re permit is issued. The approval of plans and specifications does not permit the violation of any section of the Built. I Code or other city ordinance or state law. GENERAL r 10. l+A fire-resistive occupancy separation in conformance — - - with Table No.5•B and Section 501,s required be n .71�6X /C). ..�/ �. �� the / Jc�M, iNq (/4//f � �3l-- 1. Valuation should be$— ��L ! f -hour) L� �- c hour) 2. Show job address on plans. ' hour) 3. Give name of person responsible for plans. 11• Horizontalncy separationsshould be supported - with a structural system having equivalent fire-resistive 4. Submit fully dimensioned plot plan. protection.Section 503(b) 5. Give all dimensions on plot plan. 12. 'rhe building is limited to_. stones (—feet in height)ae a Typ: AREA LIMITATIONS AND GENERAL structure.Section 507 and Table No.5-D, OCCUPANCY REOUIREMENTS 6 Ground elevations should be shown at Comers of the building and at changes In grounJ slope.The ground elevations should be taken at the lowest point(aeMreen 13. A room in which a water closet is located sheutd be the exterior wall and a point 5 feet out or at the property seParale3 from food pieparation or storage rooms by a line,If cfocer.Where the exterior wall Is parallel to and light.lifting door.Section 510(a). within 5 feel of a public sidewalk,alley or other public — way the around elevations Should be the elevation of TYPE OF CONSTRUCTION the Dublic way. The number of Stories in this building cannot be determined unlit these data are furnished 14 I Rooi coverings should be fire retardant.Sections 1704 LA — and 3202(b) Details or specifications complying with 7. The total lkxx area is limited Io____— — I Section 3203(e)are required. square feet.Sections 505 and 506. - - - 15 Exterior(court)walls within_ _feet of 8 Unobstructed yards of---feet should property lines should be of _-hour construction be maintained on sides Ser tion 03(a) 0 of the building Im area purposes.Section 506. -.-- ---- — �: J -- 16 Openings in exterior(court)welts within- 9 Provide details to show that -hour area separe• teal of property lines s'ould be protected with three lion walls will comply with Section 505(e) lourths•hour fire assemblies.Section--03(b) (a)Extend vertically from the foundation to a point 30 inches above the roof 17. Usable space under the first floor except in Groups R. (b)Total width ot all openings limited to 25 percent of Division 3 and M Occupancies should be enclosed as the wall length in the story,ruder Consideration required in Section 1703 (c)All openings protected with fire assemblies having a _ fire-resislive rating of one and one-half (Three) hours 18. Fire-resistive construction for structural frame elements (d)Ducts through area separation wells should be in the exterior walls should comply wiCt Footnote No 1 avoided It allowed,duct penelraluxrs should be pro- of Table No 17-A and Section _ See leclrot as required in Section 4306(j) Section 1702 lot definition of slruclural frame 183 1 - 19 A weather-resistive barrier should be applied o Brcterior walls as SPECIAL OCCUPANCY REOUIF,EMENTS specified in section 1707(&►. Group A 20 Enclosures for floor openings 35. A-3 Occu No. 17-A Section 1706 g should comply with TableF panci65 should be,}one-hour fire-resistive Clearly indicate this. Details should be provided to construction if located in a basement or above the first story.Section 602(b). 21 Structurelmemtr�rsCarr in m 36. - --- in Structural n s carrying masonry or concretr walls A•2.1 Occupancies with an occupant load of 1000 or q over one etory in height should be protected more should be in Type I, II-FR., II One-hour,III One- with minimum one-hour fire protection.Section 1708, hour or IV buildings,except that the roof framingsystem for one-story portions of buildings of Type II One-hour or Type III One-hour construction may be of unprotected construction when such roof Naming syystem is open to 22 Nonabsorbent finish and backing for toilet room walls and the room and does not contain concealed spaces.Sec- floors should conform with Section 510(b). tion 602 37. Croup A assembly rooms having an occupant load of 23 Shower stall walls should be finished with a hard,non- 1000 or more shall not be located in the basement absorbent surface to a height of 70 inches above theunless the basement is located in a building of Type I or drain inlet.Section 510(b). If-F.R.construction.Section 602(b) The main entrance should front directly upon, or have a 20-foot-wide 24 Doors and panels of shower and bat— t—losure mess to, a public street at least 20 feet In width. should comply with Section 5406(d)5. Section 603. 25. Parap6l walls not less than 38. 1 fight and ventilation sharld comply with Section 605. required.Section 1709. Inches in h.aight are -----�_� 39. A One-hour firq•resistive occupancy separati,m ;s 26. Eave overhangs and simi'ar archil/ctura) proj6ctions where e he gest tween tp piece he Ofrfuel equipmor central ent z, Splant eeds should comply with Section 1710. 400,000 Btu per hot r input and the rest�I ')uilding. Section 606. 27. Projections heyond the exterior ►wall should conform 4p. [Exterioo ral pting,for rooms c Protect a boiler or can- with the less restrictive of the followinq: heating Plant should be Protected that with three- (a)A point one-third the distance to the fourths-hour &II-resistive assemblies That are fixed, from an exienor wall.Section 504(b), property line automatic storyor or if less loss than d located10 fbelow openings in (b)A point one-third the distance from an assumed another ndows In the same build feel from other doors or vertical plane located where fire-resistive protection 9 Section 608 of openings is first required due to location of proper- ty.Section 504(b). _ Group E 41. Atmospheric separations should comply with Section ----------_. 802 kb).28. Envelope ceilings should satisfy the following tions(Seclion 4303(b)61: conyi• 42. Use ;f rooms should be clarified. Note that rooms in (a)Should not be usW to provide fire protection beams Divisions i and 2 Occupancies used for kindergarten, and girders supporting mole than one floor. first or second grade pupils and Division 3 Occupancies ((bti Columns should be individually fire protected shall not be located above the first story.Section 802(c). (c)Duct and other openings are limited to t00 inches In each 100 square (d)Duct psquare feel of ceiling area clpeniuld be roacted with ap fire dampers, should 1proved 43. Special-hazard rooms should be separated from other Portionnot (e)Flectrical outlet boxes should be of Steel and not resistive s of the separa one Section 802(d)one-hour tire- greater than 16 square inches in area. 29 Gypsum board,lath and plaster and similar ceilings in 44 204001-wide required dexitaccess to,should a fronds reel)y al least 20 favi fin'or have n ra conjunction with fire,esislive assemblies should be width.Section 603. w' _ried at intervals not exceeding 16 itches. Homs 20 brrough 25,Table No 43-C. 45. Sanitary facilities should be Woad slri with Section 605. prtvided in accordance Aping or suspended woad systems for gyp- sum board,lath and plaster and similar ceilings should be not less than 2-inch nominal thickness.Section 4704 46. Eight and ventilation should coin (bl [Section 4703(b)for wall stripping) — — with Section 805 N 31. Final partition In}outs and details should be s u ed 17. r equired between the bolter or control one-how fire resistive occupancy separation is bm tti Prior to installation to justify compliance with occupan- ruPheating plant where the larger piece of fuel equment exceeds cy,fire-resistive. ,Iructural and exit requirements. SSecti.�0t8 pPr hour input and the rei pst of the building. �2. Justifying test Data in conformance with`'action fps or an ICBG research report is required for_ 1r Group LD 1 (linen) —` 49. Group 1,Division 1 Occupancies LLr -t Rooms in wl IiCh rubbish linen chutes terminate should T Pages should be of Type l or —+ be separated from the remainder of the builds with a PQ !I-FR. Construction unless complyingwith the Pita hlour acupancy separation.Section 1706�c) "caption in�yion 1002(b) 34 Openings Into rubbish end linen u'tules end terminal t9. Group I,Division 1 or 2 Occupancies should beeo one- "lutes onh rooms should not be located in exit corridors or stair• hour firs rtssistivt construction.Table No 5-C. ways.Section 1706(c). 1 — —---- —— _ `.O. Light and ventilation should comply---_,_ DIY wNh Section 1005. a+ra No.2 a e Shise 184 151 A one-hour llre-resistive occupancy separation is 67. A one-hour fire-resistive occupancy separation is • requimcl between the boiler or central healing plant ret;uired between the following rooms and the rest of the where the largest piece of fuel equipment exceeds bolding: 4S00,�B r f our input and the rest d the building. (e)Storage or laundry rooms that are within a Group R, Division 1 Occupancy that are used in common by tenants.Section 1202(b). 52. Exterior openings for rooms containing a boiler or cen- (b)Rooms containing a boiler or contra)heating plant in tral heating plant should be protected with three- a Group R. Division 1Occupant, except where fourths-hour fire-resistive assemblies that are fixed, such rooms contain equipment serving only one automatic of self-closing if located below openings in dwelling unit.Section 1212. another story or if loss than 10 feet from other doors or windows in the same building.Section 1008. 68. Every dwelling unit and guest room should have corn- Group B fart heating facilities as specified in Section 1211. 69. Every dwelling unit and every guest room in a hotel or 53. Motor vehicle service stations should be of noncombus• lodging house used for sleeping purposes shall be o- tble,fire-retardar.!treated wood or one-hour fire-resis• vided with smoke detectors conforming with U.B.C. tive construction'Section 702(b). Standard No. 43.6. A smol:e detector should be -- -- installed in the basement of dwelling units having a 54. Storage areas in excess of 1000 square feet in oxnnec- stairway which opens from the basement into the dwell- tion with wholesale or retail sales should be sedarated i^q Such detector should be connected to a soundin from the public areas by a one-hour fire-resistive occu- device or other detector to provide an alarm which will pancy separation unless the building is equipped be audible in the sleeping area.Section 1210(a).throu - (ghoul with an automatic sprinkler system.Section 702 b --- Group M 55. tight and ventilation should comply with Section 705. 70. (Group M Division 1 Occupancies are limited to 1000 ' required by Section 11102.square feet in Noor area and erre story in Inelght. 56. Fungus ventilation at or near floor level is Section 705. 57. A one-hour lire-resistive occupancy separation is 71. Garages should rxN open directly into a room ureed for required between a boiler room or central healing plant sleeping purposes.Section 1104. where the largest piece of fuel equipment exceeds 400,000 Btu per hour input and the rest of the Section 708. Ing material is required for garage floor surfaces.building. 72. An approved noncombustible material or asphaltic paw Sec- _ tion 1105. Group R 58. A Group Fi,Division 1 Occupancy more than two stories In height or having more than 3000 square feet above LW REQUIREMENTS j the first story should be of one-hour fire-resistive con- struction throughout except as provided in Section 1705 (b)2.Section 1202(b). 73. An occupant load sign is required in classrooms, assembly areas,etc.,having an occupant loam of more 59. The following rooms should have exterior glazed open- than 50.Section 3302(c).See _ Ings for natural light (openable exterior openings for natural ventilation)as specified in Section 1205(a). I _ - i� 74. Conformingexits Q are required from the areas below as soeclfied In Section 3303(a). 60. Mechanical ventilating system in bathrooms should _-_ erovK1e five air changes per hour directly to the outside. Sectrcxn 1205(a). 75• Exits should have a minimum separation of one-half the maximum overall diagonal of the building or area 61. Exterior openings from should not be se'red So0cin 3303(c). considered as furnishing required light or ventilation - Wnoo " do not open to a ard, court or street in 76. No point in the building should be more than 150(200) accordance with Section 1205 ra). feet from an exterior exit,horizontal exit,enclosed slam- _ way or exit passageway, measured M the direction of 62. Courts bounded on four sides with walls should be at travel.Section 3303(d). n bast 10 feet in length.For counts more than two stories Sec- in height,the required width should be increased by 1 Exit door should swing In the direction of egress. Sec• bot and the required length by 2 feet for each additional tion 3304(b) See doors. y story.Section 1206(c). J 63. Every sleeping room below the fourth ficor should have \\ 78. Doublo-Wing doors shall not to used as exits in the at bast one window or exterior door apprr&ed for Omer- following locations Section 3304(b).--_-___ C13 gency exit ot rescue.Section 1204. - w i 84 room should hem the minimum ceiling - 79 Exit doors should be nable from the inside without height required m Section 1207(a►. � the, use o37 a key, � 3304(c►. Note alsothatallush bolts 01 surfge of ace bolort ls pre �. r room should have a mNhirrxhm floor area pr�bn�. Of square feet.Section 1207(b) �• E dwelling orbits should $0. Exit doers should be a minimum size rhf 7 feel x 6 feet 8 120 ng cony wl!h Sedkxl inches with a door capable d opening 90 degrees Section 3304(a) -- --- shot No.3 of s!loss 185 r 81. The net dimenakxr(clea,width)at dvayvays should be used in determrnin©© ex;t widths requlrecl by Section 1DO• finings in exterior walls below or within 10 feel of 3303 es Section 3304 consideration W door aoAerior Stairways It icknesses, panic hardware, door Swin , etc., the Y shoufd be Protected with self-closing gg three-fourths-hour fire-resistive assemblies. Section m quired exit widths have not been fumiSt .See door �6(1) ----- 101. Enclosed usable r 82. A floor or landing not more than th 1 Inch space under interior stairways should threshold is required on each side of an exit��yronad on the enclosed side as required for one- threshold hour fire-resistive construction.Section 3306(m). 3304(h). , _ 102. Noncombustibl© a senor stairs are ' 83. Doors should not project more than 7 Inches into the 3306(n). required. Section required corridor width when fully opened or more than ------ one half into the required condor width when In any t0;t. Exterior stairs should not Protect Position.Section 3305(d). courts)where wall opanir s must rntobe an ProPro area(yards or leried,Section i34. 3306(^) Revolving(sliding)(overhead)doors are not permitted as axil doors.Section 3304(g). 104. One stairway Should extend to Me roof. Section 3306 (o). 85. Exiting through another roan doer not comply,except as provided for in Section 3303(e). 105. Six-foot 6-Inch minimum headroorn clearance for stair- 8ways should be indicRI,4d on plans. Section 3306(p). 6. Corridors should have a minimum width of 44 (36) Note that this is from a plane tangent to the stairway inches.Section 3305(b). tread nosings. 47. Corridors serving nonambulatory persons should 106. Ramp slopes sh._le an 8-foot minimum width.Section 3321 (c). feet.Section 3307 c °'teed one foot in �• Dead ends W corridors and exit balconies are limited to 107• Surface of ramps Shoo be roughened or of slip-resistant 20 feel.Section 3305(e). materials.Section 3307(g). 89. Walls and ceilings irr gs of torrid should hould be W one-hour 1� Stairways should be enclosed as s fire-resistive construction. Section 3305 3309. pec"qct in Sect-on tectural section through the corridor is ng�ssary to a One two determine how this is ( )hour fire-resistive walls are required. accomplished, b Only exit doors are allowed to open Into exit enc sures. } Exterior exit balconies cannot project Into an area (c)Doors should be labeled one (one and one-halt►- I where protected openings are required due to location d hour fire enclosures assemblies. on Property.Section 3305(1) OExit enclosures should include a corridor on the _ ground floor extE-nrling to the exterior.Fire-resistive fit. Interior openings into corridors should be Protected as construction shou d be as required for the exit enclo- apfer led in Section o co h, sure,including protected openings.Only exit doors (.) are Permitted to open into the corridor. ------— (e)An approved Darner is required at the gmund floor to 92 Stairway should have a minimum width lower l prevent people from accidentally continuing to the W-----_Inches.Handrails should not project ower level. more than 314 inches into the required width on each (t) Usable space is not allowed under the stairs. aide.Trim should not project more than 11,1 inches into — required width on each side.Section 3306(b). — — — ,p 93• Risers on stairways should not be less than 4 inches nor 109 quired exits from the building should be smoke- oG realer than 7 and runs should not be less than 11 inches. Enclosures complying with Section 3310. Section 3306(c). 110. ------��—Et�nings into exitcourts less then 10 feet wide should 94. Landings on stairways should hev tae irt►ension in Yoe rotectedwith labeled 45-minute fir" assemblies on 3311 (d). Also see 'exit court" definition in direction of travel equal to the width of the stairway but Section 3301(b).Openings more than 10 feet above the need not exceed 44 inches for stairs having a straight run. court floor are exempt. Section 3306(g). 111, No openings other than _—_-- f1 95. Doors swinging over landings and in the fully exits are permitted in �J bon shall not reduce the required dime sion by more than exit Passageways. The passageways should be of Y open Phan hour fire-resistive construction. Section 3312 7 inches.When a larding serves an occupant bad of 5o W. or more, doors in auy Position shall not reduce the re- (�, quired dimension to less than one half of its required 112 Exit illumi,iation and signs should be C width.Section 3304(b) hormance with Sections 3313 and Provided in con- 3314. 96 Basement portion of stairways should have an 113 Aisle (cross approved barrier where continuous to u Waisle)in auditorium should have a mi PPB►floors In anmum exit enclosure3306(h). .Section n width ,�=_`Section 3315(b).Section 33115(e) 114. Panic hardware is required on exit doors servin Group 97. Vertical distances between stairway landings ars Ikn- A Occupancies Sections 3317(d)and 33,8(a?In lieu fled to 12 feet.Section 3306(1) W this,doers shall have no locks or latches Q98 Handrails should be placed not loss than 30 115. Main end -- (� more than 34 Inches above the tread rnW30 nor Bide exits In conlornancs with Section 3317 ��y(Y Two handrails are Section 3306 d). are npuired for Group A.Division 2(2 1)(3)Occupen- klches in width. required where stairways exceed 44 WBS.Section 3318(a) Guardrails for stairs, beloonMs end landings should 118. �quired oridors d Group E Occu andeS should have a width - conform with Section 1711. Note that Maximum clear- *1 �.f�Section 331 a 2 Plus 21set,but not loss then 6 Once between Intermediate rails is 6 inches. "— ----- SNOW kim 4 of a ltawb ill. twin rkxt., above or below the ground floor level of 135. Class III standpipes are required in buildings exceeding Gnxsp E Occupancies should have no less than two exit 150 feet in height.Table No.38-A. stairs.Sac-tion 3319(g) 136. Buildings six stories or more in height should be pro- f i ie. Exit stairs serving an occupant bad of more than 100 in vided with not less than one standpipe during con- ■Group E Occupancy should have a minimum dear struction.Section 3806(b). width of 51eet.Section 3319(g). 137. Automatic sprinkler eptem plans should be submitted 119. Every roorn with an occupant bad exceeding 300 in a to determine compliance with applicable building, Group E Otxupancy should have one of its exits into a plumbing and fire codes. separate exit system.Section 3319(b). - - 120. When three or moxa exits are required in a Group E FIREPLACES AND CHIMNEYS Occupancy,no more then two required exits should exit Into the some exit system.Section 3319(b). 138. Chimneys should cr nply with Sections 3703, 3704, 3705 and 3706. 121. In a Group E Occupancy no point in a room should be more than 75 feet to an exit corridor,enclosed stai-way 139. Fireplaces and barbecues should comply with Section or exterior of the building.Section 3319(c). 3707. 122. Exiting through adjoining rooms in a Group E Occupan- cy should comply ivith Section 3319(d). FINISH WORK 123. Panic hardware is regvired on exit doors serving room i 140• The interior wall and ceiling finishes should be specified containing 50 or more occupants and it corridors of and comply with Table No.42-B and Section 4203. Group E Occupancies.Section 3319 Q). - _ -- 141. Gypsum wallboard(interior lath and plaster)cannot be 124. All required e•terior exit doors in a Group I Occupancy installed on weather-wposed surfaces.Sections 4705, sh--II open in direction of ex"travel.Section 3321(a). 4711. See Section 424 for definition of weather- exposed surface. 125. Doors from bedrooms and wards of Group I Occupan- 142. Skylights.:ould comply with Chapter 34. Plastic sky- cies and all exit openings where nonambulatory lights are allowed only under conditions specified m patients ars housed should nave a minimum clear width Section 5207. of 44 inches. No projections in this width are i0owed. Section 3321 (b). --- 143. Glass and glazing should comply wit!r Chapter 54.Type 126. Panic hardware is required on exit doors serving more and thickness of glass should be specified. than 50 occupants in Group I Occupancies unless thereis no latch or lock.Section 3321 (1). ".44 Glass and glazing subject to human impact should L_ _ comply with Section 5406. FLOOR,ROOF CONSn ICTION,COVERING,SKYLIGHTS, - ROOF STRUCTURES 7- -. - STRUCTURAL 127.I Drattstopping as specified ir.Section 2516(f)4 A shall -be provided within a concealed floor-ceiling assembly 145. Special inspection In conformance with Section 306 is formed of combustible construction. required 126. Draftsttipping as specified in Section 2516(1)4 B shall 146 Soil classification in conformance with Table No.29•B be provided within attics, mansards, overhangs and and_ pounds pe:square foo:soil bearing similar concealed spacos formed of combusliht3 value used In design should be specified on plans. constriction. Section 2905. 129 Roof drainage should be conducted under the public 147. The foundation investigation report mentioned in plans sidewalk.Section 3207(e) was not included in data fo+warded to us. It should be submitted for review. 130 Overflow drains having the same size as roof drains and on independent drain lines are required.In lieu of this, 148. All masonry or concrete elements resisting seismic overflow scuppers three times the size of roof drains forces should qualify as reinforced elements. Section should be installed in parapet walls. Overflow system 2312(j)2 B. should have inlets located 2 inches above the low points -- -of the roof.SAW-Jon 3207(c). 149. Precast concrete wall panels should be justified for compliance with Section 2616(c). 131. The aggregate area of penthouses and other roof struc- tures cannot exceed 331A percent of the supporting roof 150. Wood members may support bads from masonry or area.Section 3601(b). concrete only under the condition+specifiers m Section 2515(a). AUTOMATIC SPfiINKLER SYSTEM -- --- -- -- - 151. Structural calculations should be submitted to justify 132. An approved automatic sprinkler system in thio the adequacy d the structural system in resisting seis- ---is required Section 3802. This Includes Wind mic and wind loads, and supporting dead and live spaces enclosed wholly or partly by combustible bads.This includes foundations. construction. - 152. Justifying calculations and details should be provided 133. Class I or III standpipes are required in sprinklered build- for kqs lour tx more stories in height Table No 38-A ------------- 134. Class 11 standpipes are required as specified In Table 153 Roofs shall be designed for snow bads of_ No 36-A pounds per square fool Section 2305(d) Most No.I at a IthwU 1187 i r54.1 The rod should be designed for uplift wind pressures 166. Welding data or details for steel decking used as a dia- wfttr due on for lateral rnrport of.,—^sorbs phragm should be provided. Information should comply sion Mrnges d Noural members. with a specific ICBO evaluation report or test data submit- - led in compliance with Section 105. 155. floor load should consider a 20-pound-per-egwns-foot partition load.Section 2304'(d). 167. Details shouts be provided on rod(floor) diaphragm connections that Indicate how the shears are trans- 156. Marquees (reaK,enttal hafoonies) should be esigned tarred to vertical sheer-resisting elements.Conoactions for a 60-pound-per-squars-*xt live bad.Tables No.23- should be Juatified with shucwral calculations for cortr A. pliancy wits allowable values. 157. Garages for the stoar of private pleasure cars should 166. Nailing for gypeurri board(lath,sheathing board)used be de^.►fined for a rrwnimum 200( pound wheel load. stn,c;urally on shear walls should be specified to com- Section 2=(c) ply with Table No.47.1. I 158. Live lewd reductions should comply with Section 2306. 1. 169. Shear wells utilizing gypsum board (lath, sheathing board) cannot he used to resist loads imposed by 1 159. Glued-laminated lumber should be fabricated in accor- rruLsOnrY Or concrete wells.Footnote 1,Table No.47-1. dance with Section 2511(f) -- — 170. Reilirtgs should be designed to withstand a 20- (50-) 160. Alkowable stress In glued-iaminated members over 12 POurro-per-fod horizontal force.Table No.23-B. Inches In depth should consider a depth redxti n fac- 171. Celli lor.Section 2511(d)5. ng framing should be designed for a siva load of not less than?0(20)pounds per square foot.Table No.23- 161. Bolted connections exposed to the weather are limited B. _ to 75 percent of Sha allowable bad under protected conditions.Whom always wet,the allowable load shall t72Interior partitions should be Justified structurally for be 67 percent of the allowable ;aid underjwcAecled sirength and deflection criteria specified in Section 309( conditions. U B.C. Standard No. 25-17, Table No. 2b)• 25.17-S. 173. _ should w .Ay 162. Anchorage of concrete and masonry walls should com- with a specific ICBO evaluation report or justifying test ply with Section 2310. daw should be submitted in compliance with Section 105. 163. Plywood grades should conform with table No.25-B. 174. Plans should irviicate that foundations extend below the 164. Justification is frost line, available to assure adequate thea to obnt ainag a camber is adequate rod drainage after long- r i time deflec*m.In lieu of this,roofs must be designed 175. Provide complete specifications in conformance with ler possible ponding of water.Section 2305(f). _ the design for_ - 165. Details on stressing method and hardware along v4th Justifying data are required on prestressed concrete work.This data should be submftted and approved prior to ordering of material. Note that all tendons should comply with Section 4303 (c) 3 for fire-resistive purposes. Addftional Corrections: o /'o,e, rh To $Fycc�Pif� rhWJs ClO is are a part Of the pians and shall remain attached thereto.Corrections ass aboyp Indicated will be cc npllsd with. Rechecked and approved— _ (Sign fro) ---------7��� — — ISOM&"CO "r a OwApphem) Dstc_ -- ----- --- Chocked by— /�' 2 f� -0 Date_. nevtsao tell 11NM1 Ne•of s MgsN 1e r rt: J G] Ca til J �. NINO . F - V LU > Q N I I I 1 w M in M 0 N Qf N M to w 'w Ifcoa Cl---� O C7 IGv 107 ID % 105 lD� 1D'� X02 ,6 -- LL wCh l� IL /,- � . �► ill � Li Y12- q' N LAJ Q � C.) W (D 0 cW��L1.�D W O Building must be compieteu 4,,,0 '�, �/O-A = according to city coda al)d 3 '- — final inspection made bc)for�. "� ch r J% TT an C4 ✓o occupancy. � S CITY OF TIG<\RL w L91 s� Z O u) w r1 cr cw N0 0O M cc . a 19'-to" 0 C7 CL 4 4- PJD. EA• SIpPr` vv F t-ao rm- Tl::, f;-o G F SN es.. -r4 I rl G� I ytJ L. It45r0o T' I 37 090 F�-oo P- Tt, Fz�FN c�r r�I 4 ' S►t� * d 2 .�, 2.