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9725 SW DURHAM ROAD-8 Jurisdiction of —_--- GENERAL PLAN CORRECTION LIST Basad on 1965 Edttlon of the Un"nrm Bulldk►g Cod* ")o rev - w s ��.� r c`� C, `t �1 r. s Plan Check No. �'�- i .� c_. Valuation JobAddress 9 7 Z, ;� S c� 1,2U-0 �a .�-� _ Use C'1 s City �% Type of -- Occupancy State ' �' �-' Construction Classification Classification Z - -- Total Allowable F!<,•or Area— Sq. Ft. Stories Basis for Incroase Floor Area: Floor (Max.) -. _ Sq. Ft. Floor (Total) ?�` '=� •""�r"r q. Ft. Occupant Load T COMMENTS OR ASSUMPTIONS: _ 7- �► _ y Corrections checked below are to be made on plans before permit is issued. The approval of plans and spec,ificatms does not permit the violation of any section of the Building Code or other city ordinance ctr state law. GENERAL 10. A fire msistive occupancy separation In conformance with Table No. 5-B and Section 503 is required between 1. 4'Istuation should be $ 4 E' Z leet the ( -hour) • 2. Show job address on plans. ( ,mr) ( 1 3. Give name of person responsible for plans. 11. Horizontal occupancy separations should be supported - -- (/L 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. The building is limited to__ _ stones -- (� feet in height) as a Type-- AREA LIMI'TATIONS AND GENERAL �� structure. Section 507 and Table No. 5•D OCCUPANCY REQUIREMENTS - — -� 6. Ground elevations should be shown at comers of the building and at changes in ground slope. The ground — .— ektwvat cim should be taken at the lowest point bef*een /rt 13. A room in which a water closet is located should be ft exterior wall and a point 5 feet out or at the property separated from food preparation or storage rooms by a line, H closer. Where the exterior vralt is parallel to and tight-fitting door. Section 510 (a). within 5 feet of a public sidewalk, alley or other public way, the ground elevations should be thR elevation of TYPE OF CONSTRUCTION the public way. The number of stories fit this building _ ----- ---- ------- cannot be determined until these data are fumished. 14. Roof coverings should be fire retardant Sc Ilc nsand 3202 7. The total floor area is limited to ` Section 3203(ee ) arerequired or nrf� c'AtK�nS c��mplyinQ wit, t 'r t� square feet. Sections 505 and 506. _ - --- - `- 15 Exterior (court) walls within 8 Unobsirtxled yards of-------feet should l��- property lines should be of f��ti�� ,•��1WIL106" l be maintained on __ —side s Section ------__03 (a) of the twikiing for area purposes. Section 506 ---- --- ------ --___... _ ---- - - 16 C?penmgs in exterEor (ooirtl w.,�li. .�►tt�,, , 9 Provide details to show _.- hour area seoara- feet ori prof*rty livres stxuild tic, hF11(t.. It-,' tion wells will comply with Suction 505 (e) burths-hour bre assemtAws S4% Ito() t1.+ It (a) Extend vertically from the foundation to a point 30 t1' inches abo'v'e the roof. (b) Total width of all openings WrAod to 25 percent of t 7 Usablespac� tx�der tM hist flotH et;cept 11NGrtwps N. 3j the wall length in the story under consideration. I Division 3 and M Occupancows sh(xrki Mr rnrlo%* l At(c) All openings prdecled with fire assembles having e required in Section 1703 -LA*,IL4144+ fire-resistive rating of one and one-half (three) - - - F- - hours. 18. Fire-resistiwr opnstruction for atructutal tts"W Okww"tx �(d) Ducts through area separation .walls should be in 1M oderbr wvalls should compty vnth FcOnole No 1 avoided. If allowed,duct penetrations should be pro of Table No. 17•A and Sectknn ' lected as required m Section 4306 (I) Section 1702 kx dehnit►nn cifrtrt►, tiii,11 Ir,�� ,r SM+t 14o. 1 d d •�� ;`c.� vt �......► �� r_.�1 c.o 183 �c� �".x, '-� �,[•t.c c,� �,� NOW OL r . 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IIII 2 K ; --_'._. -wr ..... � . ,.... •?� ... ;._..... .: . __ �.....- ,v _ , a'- ,, rii�. ..xMtm•... .. -'-t.•ia�wrT-rr .. ,. - ...�.r.'trwm....nnry.�n _ _. +m:r`. -^-mrasrns „r.,. r s ' I % 19 A weratt►er-resistive barrier should be appd,Ad to exter►or SPECIAL OCCUPANCY REQUIREMENTS walls asspoofhed �n Sectk•n 1707 (a). Group A 20 Enclosures for floor openings should oonipty with Te51e 35. �A-3 Occupancies should uo of orae-hour fire-resistoye No. 17-A, SF+dior� 1706 Details should be o-Med to �. construction i1 located in • basement a above the hist story t�02 b . dearly indicate this. � y ( ) 21 Structural members carrying masonry or concrete wells 36. A•2.1 Occupancies with an occupant bad of 1000 or ,r in buildings over one story in height should be protected more should be in Type 1. 11-F R., II One-hour, III One. with minimum orwhcxx fire protection. Section 1708. l hour or IV buildings,except that the roof framing sy,tem //A far one-story portions of buildings of II One-hour or Type III One-hour construction may be of unprotected construction when such roof naming syysstem is open to the room and does not oontain concea(ed spaces. Sec Lyon 602. 22 Nonabsorbent finish and backing for toilet room walls and floors should oairorm with Sert►on 510 (b). 37. amp A assembly rooms having an occupant bad of 23 Shower stall walls should be finished with a hard, non 1000 or more shall not be located In the basement l j finless the basement is located in a building of Type I or - absorbent surface to a height of 70 inches above the II•F.R. construction. Section 602(b). The main entrance drain inlet. Section 510 (b). should front directly upon, or have a 20-fool-wide access to, a public street at least 20 feet in width. 24. Doors and panels of shower and bathtub enclosure Se ion 603. should comply with Section 5406(d) 5. - 38. Light and ventilation should comply ;with Section 605. 25. Parapet walls not less than- intoes in hmght bre -- --- required. Section 1709' 39. A one-hour fir9•resist've occupancy separation is required between the boder or central heating plant 26. Eave overhangs and similar architectural projections ��� where the largest piece of fuel equipment exceeds Should comply with Section 1710. 400.000 Btu per hour input and the nest of the building Section 608. 40. Exterior openings for rooms containing a bcxler or cen- 27. Projections beyond the exterior wall should conform tral heating plant'should be protected with three- with the less restrictive of the following: Vel- trotfourths-hour fire-resistive assemblies that are fixed• (a) A point one-third the distance to the property tine automatic or self-closing if located below openings in an exterior wall. Section 504 (b). another story or if less than 10 feet from other doors or (b) A point one-third the distance from rn assumed wir►dows in the serve building. Section 608. vertical plane located where fire-resistive protection of ings�i!required due to location of proper- QIP E - I ty Sion fG 41. AtmospfieriC separations should co" with Section 29. Envelope ceilin�ggs should satisfy the following condi- 42. Use of rooms should be clarified. Note that rooms in tion (Section 4303 (b) 6)- Divisions 1 anti 2 Occupancies used for kindergarten, ( ) Should not be used to provide fire protection beams first or sewnd grade pupils and Division 3 Occupancies and girders supporting more than one floor. shall not be located above the first story. Section 802 (c). �b� Columns should be individually fire protected. c) Duct and other openings are limited to 100 square inches in each 100 square feet of ceiling area. ----- (d) Duct openings should bei protected with approved 43. Special-hazard rooms should be separated fr" other fire dampers. portions of the building by not less than a one-hour fire- (e) Electrical outlet boxes should be of steel and not resistive occupRncy separation Section 802 (d) greater than 16 square, inches in area. ---_ _ 44• One required exit should front directly upon, or have a 29. Gypsum board, lath and Plaster ands in 20-foot-wide access to, a public street at least 20 feet in conjunction with fire-resistive asFn be width. Section 503. supported at intervals not exceediras 20 it irotugh 25, Table No. 43-C. 45. Sanitary facilities should be pr�ovo ded in accordance -- with Section 505. 30. Volod stripping or suspended wood systems for gyp- sum board, lath and plaster and similar ceilings should 46. LJight and ventilation should comply with Sect►on 805 be not less than 2-inch nominal thickness. Section 4704 1 (b). (Section 4703 (b) for wall strapping.) _ 47. A one-hour fire-resistive occupancy separation is required between the boiler or central heating plant Tl partition layouts and details should be submitted where the largest ince of fuel g p equipment exceeds r to installation to justify compliance with occupan- 400,000 Btu per hour input end the nisi M the t iwoinp re-resistive, structural and exit requirements. j Section 806 itying test data in conformance with Section 105 or Gip ICEiO research report is required for -- 4ti Group I, 04vision 1 0ccu1)ark­+rs sr�,uti• ;4r ko TN:,e,ms in which rubbish (linen) chutes terminate shouio V/` Tyr1e 114 R cL)nslrliction unlesseparated from the remainder of the buiIdln with H ExWtKxi In Seiction itrxv tt,t hour occupancy separation. Section 1706 �c) - 49. Group 1, Division 1 or 2 Occupancies shLxjld tie of ow 34 Openings into rubbish and linen chutes and terminal hour fire-resistive construction. Table No 5-C rooms should not be located in exit corridors or stair- � ways. Section 1706 (c). - ---- --- - - 50. Light and ventilation should ocxnpfy with ;:ft'1i.'wn 1 tk1� SNest Poo. !00 s Sheets 184 40, er e, NOTE • IF THIS MICROFILMED 1 2 4 5 101 l l 1 DRAWING IS LESS CLEAR THAN 7 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL $ Ila 9Z 03 Ei�I I u!, I I £Follill fa �? LDRAWING, 1111 1111 Till ll�l�l I loll 1111 lill,Illl 1111 !!11 fill 1111 1111 1111 Till �lll 1111 1111 1111 Till 1111 1111 1111 Till 1111 1111 1111 1111 1111 . ;' , w : J U 29 990 • � Js. ...:, :.. ,;.. .. .. ...^. 1 .... ..Y':rrFT•.•'N".q.-.a.�_..fi'RT�T'^-^A'^.!LS�Ixa.,c--:--T'..yM":..M.y.+:........ w..... ..t r5.._..,.. ,:., ..«...,..-..v�v �`I air-.:r y r 5 t- A one-hour fire-assistive occupancy separation is 67. A one-hour lire-resistive occupancy separation is required between the boiler or oenti al heating plant required between V)e UK wing rooms and aw rest of the where the largest piece of fuel equipment exceeds l_ building: )I� 400,OW Btu per hour input and the rest of it►e building. (a) Storage or laundry rooms that am vANn a Group R, Section 1006. Division 1 C)ccuper►cy that are used In minwTion by tenants. Section 1202 (b). 52. Exterior openings for rooms containing a boiler or cen- (b) Rooms containing a baler Of Central heMft plant M tral heating plant should be protected with three- a Group R. DMsm 1 Oia„-upancy, except where fourths-hour fire-resistive assemblies that are fixed, such rooms Contain equonwA a+rr'ving only one «. aukxnatk or self-closing If located bek)w openings in, d'wlling unit. Section 1212. • "trochee shy or M tees than 10 feet from other doors or wl�►h�iows in the same building. Sectior�► 1008. 68. Every dwelling unit and guest room should heves oom- brt lneriong fadlitbes as specified in Section 1211. Gtcwp 8 ------ ------ 69. Every dwelling unit and every guest room in a hotel or 53. Motor vovde Service stations should be of normmbus- lodging house used for sleeping purposes shall be o- t. We. fire-retardant treated wood or one-hour fire-resis• vided with smoke detectors conkmyn ng with U. C. Ow oonstrucbm! Section 702(b). Standard No. 43-6. A smoke detector should be - Installed in the basement of dwelling units having a 5 i n a areas in excess of 1000 square feet in oonnec- stairway which opens from the basement into the dwell- tion with wholesale or Detail sales should be separated N. Such detector should be connected to a areassounding from the public by a one-hour fire-resistive occu- device or rxher detector to provide an alarm which will los audible in the sleeping area. Section 1210 a pancv separation unless the building is equipped ( � throughout with an automatic sprinkler system. Section - - 702 ft Group M 55. tight and ventilation should comply with Section 705. 70. Group M Division 1 Occupancies are limited to 1000 (3000) square feet in floor area and one story in height 56. Exhaust ventilbtion at or ewer floor bevrsl is required by Section 1102. Sect�xh 705. 71. Garages should not open directly into a room used for 57. A one-hour fire-resistive occupancy separation is sleeping p< poses. Section 1104 required between a boiler room or central heating plant where the largest piece of fuel equipment exceeds 72• An approved noncombustible material or ltic Pa.. Seddon to per hour iniput and the rest of the building. log material is required for garage floe, surfaces. Sec- tion 1105. Group R 58. A Group R.Division 1 C)ol;2han) n more than two Stotts$ inheight or having mors t 3000 square lest above EXIT REaIJIREMENTS story should be d one-hour fire-r+esrs*M con- struction Ithroughout except as provided in Setitinn 1705 (b)2 Section 1202(b). 73. FAnoccupant load sign is required In classrooms, �. assembly areas, etc., having an occupant load ol more C1. than 50. Section 3302 (c). See 59. The IDNowing rooms should have exterior glazed open- ings to,, natural light (ripenable exterior openings for nawral ventilation) as specified in Section 1205(a). -- 74. Contorming exits are required from the areas below as -'� specified in Section 3303 (a). 60. Mechanical ventilating systern in bathrooms should "a fiw air ion 1265 (achanges per hour directly to the outside. 75.75. Exits should have a minimum separatia,of ons-haft the maximum overall diagonal of the building or area served. Section 3303 (c). 61. Exterior operxngs from should not be MISKWW as hernia twV required light or ventilation 7s. filo point in tine baba• should los more than t so ( *Me they do rut ow to a lard, ourt or street len feet rd, cfrom an extenor ex, horizontal exit, enclosed �l accordance with Section 1205 ra). way or exbt passageway, measured in the direction of travel. Section 3303 (d).. 62. Courts bounded on bur sides with wails should be at least 10 lest in ktNth. For courts more than two stories 77, E-Mit door should swing in the direction o1 e9ress. Sec- in height, the required width should be increased by 1 i bpi, ;,304 (b). See doors W and tine required length by 2 feet for each additional story. Section 1206(c). - - 63. E 78. Double-acting doors shall not be used as exits on tfw very sleep r+oorn bek7w the fourth hoar should have �•'� blk0wi locations Section 330'4 D ad least one Mnndow or exterior door approved for emer- ( 1 - ----- - i 90ney exit or rescues, Sectri)n 1204. 64. room should have the minimum Ceiling ._ -___- _-_-- -_----------.__-------___-- height required in Section 1207 (a) 79 Exit cjqxirs should be openable frtn xttlN M �^1�• w,l�a.„t -_ _ -- ,L th,- USS Of H key. 5fX'*Cjal know1w-4ge or etljrt 5e+�tRu, 65. - 3364 (c). Note Also that flush bons a surfa.vk t>nttc rr,*, room should have a minimum floor area prohib�rted. of square lest. Section 1207 (b). so. Exit doors should be a minimum size M 3 lost x t+ sees s 66. Effkr ency dwelling units should ow#y with Section c� inches with a door 1208. Sec,'tm 3,304 (a) capable of opet>,ng 90 cleyrwt�►s Sheet No. 3 of I sheets 185 ` � , ' - r. ,J(1r .., ... / ... rate,.,�. 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The net dimension (dear width) at doorw-.ys should (�e used in determini exit widths regv,',ed 100• Openings In extinct wells below cx v nhin 10 lest o1 3303 (b). Sec,-tion 3,304 by Section extenor 1"I"W's• s should be �•' (e). b cor':a�deratlor+ of dcx�r tarvrectsd with seft•clos,ng ' thicknesses, panic hardware, ;oor swim♦-, etc,, the C Free-fourths-hour fire-resistive assemblies. Section required exit VKMs heave rx✓ : eon fun-`arid. See door 3306 (l). -- --- ~.. — 101. Encksed usable _ — r �— space under Interior stalrwsys should 82. A floor or landing not more than to (1) Inch below the be protected on the enclosed side as fired for one- ; threshold is required on each side of art exit door. Section hour AM-msJstive cons ruction. Section r (m). 3304 (h). 102. r3306 �►Con'hbuatlble anterior stairs are ' ( � rpulred. Section 83. Doors should not project mors than 7 inches into the n ✓ required corridor width when fully opened Of more than one haft into the required OD"Kk r width when in any 103. Exterior stairs should not project into an area P�+fiof1• Section 3,305 (d). Courts where wall (Yards a 3306 (�� operhings must be protected. Section 84. Revolving (sliding) (overhead doors are not as exit doors. Section 330,4 (gj permmee 104. One stairway should extend to the root. Section 3306 Ex"►9 th"Jgh another room does not comply, Oep except as provided for in Section 3303 (e) 105. SIX-foot 6-Inch minimum headroom clearance for stair- weYs of"Ad be indicated on plans. Section 3306 (p), 86. Corridors should have a minimum width of 44 (36) Note �,at this is from a plane tangent to the stairway inches. Section 3305 (b). tread nosing3. �'/ 97• Corrk:nfs serving nonambulatory persons should have ; 106 Ramp slopes should not exceed one foot in �� an 8-foot ,�hinimum width. Sec-tion 3321 (c) feet" Section 3307 (c). Dead ends of corridors and exit balcornios are limited to 107• Surface of ramps should be roughened m of slip-res,stant 20 "it0f. Section 3305 (e). materials. Section 3,307 (g). 89. Walls and ceilings of corridors shoukl be of one-hour 108. Stairways shoukl'be enciosed as specified in Section fire-resistive construction. Section 33113 3309• tectural section th h the (9) archi- One (two)-hour fire-resistive welts are t�orrhdor r>aoessary to (� �8� bOnly exit doors are allowed to open llnto exit � determine how this is scoorrhPlished" /'t�,.�+�-��,c / enclosures. �• Exterior exit batixxnies cannot ,�4-,f,'t (c) Doors should be labeled one (one and one-t►alt)- where protected o,�eni s are project Into an area hour fire assemblies. on prop wt�l Sediah 330 (fire�� due to location �� (d) Exit enclosures should include a oorridor on the - ground Noor extending ►o the exterior. Fire-resistive 91" 1Msrior Construction should be as required Aor the exit endo- o� In!o cOffi&n should to proteded as sure, including protected openings. Ory axrt doom isd in`�,1 3305(h). are Derrhitted to open into the corridor, (e) • approved barrier is required at the ground floor to 92. Stairway should have a minimum w+Cur pmvent peOpie froM accidentally continuing to the Of inches. Handrails shoub not prc ect W"I. more than 314 inches into the required width on each (� Usable space is not allowed under the stairs Side- Trim should not project more than 1'f, inches into required width on each side. Section 3306 (ti). 109. All required exits from the building should be smoke. 93 Risers on stairways shot„Id not be less than 4 inches nor Pro& erncfosures complying with Section 3310 �reater than 7 aril runs�ol`Mld not be less than 11 inches. .,ection 3306 (c). 110. Openings into exit courts less than 10 feet wide should be Protected with labeled 45-minute fire assemblies 94" Landings on stairways should have a dimension in the SOCK'n 3311 (d). Also see 'exit court" definrtron in direction of travel equal to the width of the stairwaybut Section 3301 (b)" Openings more than 10 Aeet above the ed nenot exceed 44 inChes for Stairs having a Mraighrun. Courd floor are exempt. Sector 3306 (g)• 111. NO openings other than required exits ars 95. Door _..._.._ perTrntieci in swinging over landings and in the fullyexit passageways. The passageways should be of tion shall not reduce the required dimension y more than -hour hre-resistive cxxhstruction. Sety,a, t 2 7 inches. When a landing serves an occupant bad of 50 (a). _ rx whore, doors in annotrod" _ ! re- quired dimension to Yless than onehalfof is required 112. Exit illumination and signs should be --_— width. Section 3,304 (i). A formance with Sections 3313 and 3314 r�� ►n � 96. Basement portion of stairways should have an 113' Aisle (crass aisle) in auditorium should have a`m,n,mun, 1 f approved barrier w?herp continuous to upper floors in an �� < < width M Section 3.11 S (lel Sec-1�•n ;1�i (P 1 exit enclosure. Sect,on 3306 (h) -- __ 114 ms's rnC hardware is - 97 I Verti��l d,stancvs berw"On stairway ler,d,n4 s arta I,m regained on asci d<�>rx serv,no (;thin, fled to 12 feet Sac l,ur, 3306 (,) A 0cc.�upar)0es. Se,11r►ns 3317 (d) 1arx1 kl 18 (N) 1 M th,s• (k)ors shall heves no kwL*s (,if IfIlk-tws ( Haodrails should be Placed not less then 30 des nor / 115 Main and side exits in conformat" with Se•:tk►n 331 ; more than 34 K)C:hes above the tread Sectrah 3306 are required for G A.Two handrails are required ) cies. Section 3311;roupDi"siovn 2 (; 1) (3) Occupan req red whhere,tom inches lo width, a"r'� (a . -------------- 116. Cvrndcxs d Group E Occupancies should haw a w+dtr, �. Guardrails ilei--- ��--- rVol cinform wlKh stairs, balconies and tendirrgs tihOuldI squired by Section 3.902 plus 2 feel, but sol less than 6 arhoe � nSeetwea � tion 1711. Note fhal maxhri m near. IMeI. Section 3319 (s)" 0 srmsdiate►alfa 10 d lnd►es, , MS0011 NO s or s a+wets 186 w,pit 1�tt * +� 164 Vow III Ill III III III � � � � ! � I � I III III III I' III I III IIII III 11 ,11 III IIII III 111 ' 111 IIII I 1111II III III III Ili•I III III I I I I I � I III I� I III ,Il.� llll lli Ili 1111111 III III IIII , -- f I I I I I I �... w - ( � I I I I I I ,t• `P 1 NOTE : IF THIS MICROFILMED 1 4 10 11 DRAWING IS LES 5 CLEAR THAN _- THIS NOTICE, IT IS DUI:= TO _ y THE QUALITY OF THE ORIGINAL -- - ---j--- DRAWING. £ Z g Z L Z Z 4 Z Z Z Z I Z Z11111,11 6 I T ( L I T S T. �; T i Tri^ 6 Illi Illlllll IIIIIIIII IIII IIII 111 llli�lll IIII Illi III) IIII (III IIII IIII 11 111 Z111110 II llfl Ill Illlf,, EIIIIII IIIIIIII IIII Illllll�l 1�-1�II IIf'illllllll 1111 IIII IIII�iIlllllll Illi 1111 1111 1111 IIII II!IIIIIIIIIIIIIIIII IIII II IIIIIIII ILII Ilii . _- II IIIIIIIIII 1990 29 JUN _ 7 w.. r , �"'^"'""."w!iees"_.,�AIQ�R;1 �� .• .• - .r�^-.;�,„,.. AI saw '•'+.'�.�,.nn.MMrgie�+ - - `I I .-* A �iwJJ L *_upV i.uvu Iry so *.b U4Wi lWU uAll (jV 10W1 all IoUnWrll. IdUitl NU. ,J-b.A /IV[ -1itairA. Secoon X,19 (g) - 136. Buildings sax slories cx more in height should be pro- I!?. ro1!P. Exd steams serving an occupant load of more than 100 in vided with not less than one standpipe during con. ` I a Grou E Occupancy should have a mo runt dc.Iio ear atrun. Section 38% (b). ` width of 5 lost. Section 3319 (9). 137. Automatic sprinkler system pians should be submitted 119. Every room *ftan occupant load exceeding 300 in a to determine compliance with applicable building, Group E rim-u,.%ncy should have one of its exits into a plumbing ano fire codes. 3aww, ;xii system. Section 3319 ft 120. When twee or more exits ane �qulred in a Group E FIREPLACES AND CMNEYS Oomgmi,ncns y, no mothan two reqM4I required exits should exit fr%o the same exit system. Sec him 3319(b� ( / 138. Chimneys should comi- y with Sections 3703, 3704, V 3705 and 3706. 121. In a Group E Occupancy rt~: ,-omt in a room should be --- 1 mors than 75 feet to an exit corridor. enclosed stairway 139. Fireplaces and barbecues should comply with Section or exterior o1 the buildirV. Bunion 3319(c}. 3707. 172. Exiting through adp' tping rooms in a Group E Occupan• cy should comply�ntth Se:ti)n 3319(d). FINISH WORK 123. Panic hardware is required on exit doors serving rooms 140• The interior wall and ceiling hrushes st"Id be specified containing 50 or ntore occupants and in corridors of and comply with Table No. 42-8 and Section 4203. Group E Occupancies. Section 3319 0). 141. Gypsum wallboard (interior lath and plaster) cannot be 124. Alf required exterior exit doors in a Group 1 Occupancy l inst,clled on "ather-Exposed surfaces. Sections 4705, shalt open 6-1 direc-um of exit travel. Section 3321 (a). 4711 . See Section 424 for definition of weather- exposed surface. i I 125. Doors from bedrooms and wards of Group 1 Occupan- cies and all axil openings where nonambulatory ll 142. Skylights should : xnply with Chapter 34. I�irstic sky- patients are housed should have a minimum clear width /L� Se tare alloyed only under conditions specified In of 44 inches. No projections in this width are alkrwed. Se on 5207 Section 3321 (b). 143. Glass anc'gle.=ing should comply with Chapter 54.Type 126. Panic hardware is required on exit doors serving more and &mdv*ss of glass should be specified. than 50 occupants in Group I Occupancies union there _ is no latch or lode. Section 3321 ft 144. Glass and glazing subject to human Impact shoula comply with Section 5406. FLOOR, ROOF CONSTRUCTION, COVERNG, SKYLIGHTS, ROOF STRUCTURES ------- STRUCTURAL 127. Draftstopping as specified in Section 2516 (9 4 A shall be provided within a concealed floor-ceiling assembly 1lC 145. Special kv%pection In oatformance wtM Section 306 is *xmed of combustible construction. 41 t required. 128. Draftstopping as specked in Section 2516 (Q 4 B shall� ' 146. Soil classification in conformance with Table No. 29-B be provided within attics. mansards. overtwigs and '��` and._ pounds per square foot sal beanng similar concealed spaces formed of combustible ( value used in design should be spe tied on plans. constniction. Section 2905. 129. Roof drainage should be conducted under the public 1 ;7. The foundation investigation report mentioned in plans sidewalk. Section 3207 (e). was not included in data forwardfid to us iI should be &ubmined for review. 130. Overflow d,ains having the same size as rod drains and on independent drain lines are required. in lieu of this, 148. All masonry or concrete elemei-s!s resisting seismic 1 oMerfbw scuppers three times the size of root drains braes should Qualify as reinforced elbrnents. Section should be installed in parapet walls. Overflow system 2312 0) 2 B. should have inters located 2 Wx*ws above the low points of the roof. Section 3207 (c). 149. Precast concrete well panels should be fustif►ed to, compliance with Section 2616 (c). 131. T'►e aggregate area of penthouses and other roof strut- -- I tunes cannot exceed 331h percent of the supporting roof 150. Wood members may support loads from masonry c)( area. Section 3601(b). concrete only under the conditions speahed in Sectkx, 2515 (a). AUTOMATIC SPRINKLER SYSTEM 151. Structural calculations should be subommed to lust^ EAnapproved automatic sprinkler system in the the adequacy of the structural system in rosrsting cels -..is required. Stiction 3802. This includes blind mic and wind loads, and supporting dead and Hvrl ces enclosed wholly or partly by combustible k>ads. This includes foundations struction 152. Justifying calculations and delaits to,,xio toe ss I or III standpipes are required in spnnklered built fc�r four or more slo(kes in height Table No. 38-A.ss II standppes are required as specified in Table 153. Roofs shall be do$i nod for snow k%ads MWA. pounds per square bot. Section 2305 (d) ohm No. ti o1•shoe" 187 .. a II1 lll ._Iii i ! I ill � � � 111 i � l III Ii1 111 (` 1111 Ili 111 III II1 iIl ' ' II Ili 11i 111 111 ' 1 I iII 111 til IiI 1111111 III I i 1 1 1 111 III f� l II1� LI� IiIi III 111 11111i1 III 111 11111 i I I I i I 1 I I I i �_ I - 1 NOTE : IF THIS M ICROF 1 LMED 1, 2 I J l Q E: DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL - DRAW I NG. � Z 8 Z L Z Z S Z Z Z Z I Z� Z 6 I T L T t T [ E T I I i T � 8 L 'A 9 � S Z Ilii 11U IIII IIII 1111 dill 1111 IIII 11111111 Illi 1111 ill) (Ill illi IIIi 1111 ILII Ilii Illi Till 1111 sill illi Ilil11, 11 Ilii IiII illi ilii fill Ill11111 11 . 1111 1111 Illi illi Illi illi Illi Ilii sill illi Illi illi Ilii illi illi illi Ili) IiII IIII lLli iiil IIII ilii ilii Ilii ' ,l 154. Ths lool should be deslgned for Ofil wind pressures 196. VoleWing data or details for steel decking used as a dia- with due eonakferatron k)r lateral supporl of caompres- ^ phregm should be provided. information shcx,ld comply sion ftanges of ftexural members. c \ wit)a specific ICBG evaluation report a test data submit. --- led in compliance with Section 105. 155. Floor load should consider a 20-pound-per-agwre-bot partition load. Section 2304 (d)_ 167. Drtalh should be provided on roof {floor) diaphragm --- connections that indicate how the "ars are trans- 156. Marquees (resider dal befooiniss) should bed to vetical shear-reslsting elements.Connections �!v for a 60-pound-per-equare�-foot live bad. Table 23�' wine- should be jrus9tied with structural calculations for com- A. pilance with allowiabie values. 157. Oamgesbe Q�berdthe storpe a private wstxe errs should 168. br bon showard (fis �bsf►eatbe ��boa b) � 2304(c a rrsnkrxRn , wt>'sel bad. oft0walply with Tri No.47-1. ' � t 158. Live bad wkicticxu 0mld comply with Section 2306. 189. Shear wells utilizing gypsum board (lath, sheathing 041 board) cannot be user! to resist Iciads Imposed by masonry or oorxxete valla. Footnote 1, Table No. 47-I. 159. Glued-laminated lumber should be fabricated in ac�car- dance with Section 2511 (f) t` 170. Ral!inngps should be designed to withstand a 20- (50-) Y 1. pound-per-foot horizontal tome. Table No. 23-B. 160. Allowable stress In pk�ed-laminated members over 12 _ Irches in depth should consider a depth reduction fac- 171. Ceiling framing should be designed for a *v* load of not lot Section 2511 (d) 5. less than 10 20 pounds r square loot. Table No. _ ( ) D� F� sQ 23- 161. Bolted connections exposed to the weather are limited to 75 petcwnt of Nha alkc- le load under protected 177, Interior partitions should be justified structurally for oonditin."m Where always wet. the allowable load shall p 1 Y be 67 percent of the allowable bad under�ected s�( ) and deflection criteria specified in Section conditions. U.B.G. Standard No. 25-17. able No. 25.17-S. - -- 173. should comply 162. Arxhorage concrete and ma�soruy walls should com- /� with a specific ICBG evaluation report or justifying test Ply with Section 2310. data should be submitted in oomplianc*wit's Section 105. 163. Plywood grades should conform with Table life. 25-B. - 174. Plans should indicate that foundations extend below the lays. 161. JustifieWion is required that sufficient sopa or camber is frost avadefleitab{e b assure adequate roof drainage after long- 175 s timections. b lieu of this, Hoots must be de . Provide oomplete pecifications In conlommooe withsigned � Ow�� for poss"ss ponding of water. Section 2305(f 165. Deftk on sb9asing method and hardware along with * ifying data are required on prestressepdrocodmncrete rk. woThis data should be submitted and iplonves should 10 orderft of mar:,46al. Note that all 1 comply with Section 4303 (c) 3 for fire-resistive purposes. Addltlonal Corrections: , These sheets ars a pari of the ptans and shell rE nein smactled !!N"lo Ccrrectx)ns as r.bove irxl+cated will be with PAw1v :*ed and se�pnc�ed _-- ---- -- - - - - (F>bvn fes") r. ..(5VMKXfflV or car n« Or 4vhL ") Dole- C,od",d b1 �waaA fess M+e+t trio,i w•tlll+..e. 188 Ilk -�F • . PV ... fa � � � lei 144 iii isi i�i� iji ,i � � i i ( � 11 1 NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN TRIS NOTICE, IT IS DUE TO --__-- _ -- --- --- - -_ THE QUALITY OF THE ORIGINAL ' - -~ - .`.`._ _ 8 Z 8Z LZ Z 4Z Z Z Z !I-�_ Z k3i i Gi 9T T t � t T I I T 6 f� r L 8 9 1• E Z t �+ M DRAWING. • , fill 111 iII ill fill illi 11111111 Illi 1111 IIII 1111 Illi fill illi Ilii 1111 illi fill{ilii flit 1111 Ilii illi 11111), ill 11111111 Illi ILII IIII IIN l til !I . 1111 {III Ilfl)lili IIII ll{I Illi Iill Iill ilii illi I{{. ILII Illi IIII 1111 IIII Illi {III Illi II11 Illi illi II �` � lIi r ' JUN 19 9 0 1 f gj ----------- - r If. elill.111i � 1111111111iliDRAWING IS LESS CLEAR THANNOTE : IF THIS MICROFILMED `� 5 �.-- _ _.__ THIS NOTICE, IT IS DUE TO --- - - - - ----- -"- - THE QUALITY OF THE ORIGINALr g Z Z L Z Z Q Z Z Z Z Y Z Z 6 I I I L t DRAWING. � � ' '� " +� ' ' '� I (II�IiIIIII{ (Iii IIII .: � �;R� y' �� � Illi 1111 1111 1111 111111111111 IIII Illi 11111111 Ill) IIII 111) Illi 11111111 Ill{ Illi Ilii 1111 fill illi iilill�l(�,1 Il Ilil III! IIII Ilii illi 111 SII Iii IIII IIII liili�lll Ifil ilfllllll (�ll I►J I(ll IIU IIII Ilii ii(I fill 1111 fill (Ill IIII IIII r� l '1� Tyyt' A 1 f l ' P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 October 14 , 1987 Mr. William Blue , Architect 408 S .W . 2nd Avenue Portland , OR 97204 Dear Mr. Blue RE : S .W . Church of Christ 9725 S .W. ^urham Road 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 amend,,a_d by Washington County Fire District' s Ordinance 86- 1 . The plans are approved co►.;di.tional to the following items . 1 . Maintenance of Exiting : During construction , exiting from the north exit doors shall not be obstructed when the existing build- ing is occupied . (UFC Article 12 ) 2. Fire-Resistive Roof : This structure is of such size and because of its occupancy classification a fire--resistive roof is required . Composition shingles will work for a fire-resistive roof provided they are adequate weight and not less than two layers of composition shingles are applied over the combustible roof decking in all places. (UBC Chapter 32 ) 3. Fire Flow Requirements : With this addition , the building ex- ceeds the allowable 3000 gallon per minute fire flow requirement established by the Tualatin Fire District ' s Fire Prevention Ordin- ance . To readjust this fire flow requirement , either area separa- tion walls or a central station-supervised smoke detection and manual alarm system may be installed . If the fire wall is chose , it shall comply with the Uniform Building Code requirements in Chapter 5 for a 2-'hour area separation wall . If the manual fire alarm and smoke detection system is installed , it shall comply with National Fire Protection Association Standard 72 A and E . Whichever route is chosen , additional plans shall be submitted and reviewed by this department for approval . (Tualatin Rural Fire Protect District Fire Prevention Ordinance ) Now w _ ,_. -;. 4 ' I I I .•.I I i l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! I I I. 'Ely a I 1 I 1 1 1111 1 � I 11 111 111 111 (' 1111 111 III 111 111 111 II1 Ili 111 Illlill I I III I1 I I I_ , I I I �•�, I • ISI I I ! I I ( 1 1 1 I I 4 1 1 1 1 1 I { i I ! �_ ! 1 1 I I I i 1 f { l0 1 � 1 F _ 2 4 5 _____ _ _--- __ NOTE : IF THIS MICRO ILMED 1 _____l _ - DRAWI.43 IS LESS CLEAR THAN — _ _ THIS NOTICE, IT IS DUE TO Iillllllil��ilZlllliiilZliillilLl Zilil(lili�iZllll li4il�Zllll IIII,Z(II'II IIII ZIIIIIIII ZIlli IIII{ ZII�I Ilii ZIIII Il6iiIllll IIII�?I�;,."i! ILII TIIII IIII ITHE QUALITY 0F THE ORIGINAL £ DRAWING. IIII11111 , 1111 i I1 Ii_t TllIN t ltl�tllII TII11 1111 l111 I �IIIIlIIII ILlli IIII I�lll IlllQllll IIII��II'I1�`111181111I111Z1111 IIII iIllui 11'"11 29 17. ) 1990 JUNE ii 1!010 001 11pplip tq�� Vii... - - . ,.. ...r»,.. . w :nc .. ... :. ,y _ - .r u ... _ - .` '+i�..'• . Mr. William Blue Octc�,er 14 , 1987 2- ag 2 4 . .Smoke Gaskets : All 20-minute doors opening into the corridor system shall be equipped with smoke gaskets . (UBC Se' 3305 ) 5 . Draft Curtains : Draft curtains shall be installed at 3000 square foot intervals arid, or each 60 lineal feet . (UBC Sec . 2516 ( f) ) Note : Existing gable end may suffice for this requirement provided all holes or vents are covered with an acceptable material . 6 . Attic Access : Attic access shall be provided in the attic area of the new section. Opening of attic accCS,3 shall be not less than 22 x 30 inches of clear space . (UBC Chapter 32 ) 7 . One-Hour Constructions To the knowledge of this plans examiner , 5/ -inch plaster board applied directly to trusses 2 inches on center do not make for 1-hour fire resistive construction. Either j 4 submit documentation of a reputable testing laboratory verifyLng that this system is of 1-hour fire resistive construction or re- design and submit a 1-hour. listed system for approval by this office . 8. Firestopping : In all wood-f- c';,-- ed wall and partitions , fire- stopping consisting of 2-inch nominally-sized lumber or other approved materials must be ir,st�,l'.ed at all floor and ceiling levels . Penetrations in this ibed firestopping to accom- modate wiring , plumbing and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. (UBC Sec . 2516 ) 9 . Address Reuq fired : 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 emer- gency vehicles . (UFC Sec 10 . 280 ) 10 . 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) ) NOTE : One additional fire extinguisher will be required for this area. { 1 PrI . .,..,, � � � � i � � � i i � � � � i i i i i i � i i • � i i � i i i � i i ; iii i i i � i i i i i � i i i iii i i i i i i i i iii Ali i�i' i � i i � lil � Ili Ili ili � � li Ali Ili � I � li � :, ° ��-"..�.�. ..._ ._ 7 � NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN i h'+► THIS NOTICE, IT IS DUE TO �- THE QUALITY OF THE OP.IGINAL 8 Z Z L Z Z 4 Z Z Z Z [ Z Z 6 Y I L T 1 T i E T I I i - 0 9 DRAWING. (, 11111 I I I I I { IIII IIII IIII {Ill illillllllll1111IIliIIIIIIII,, �iilll� ilIIIIIIIIIIIIIIIIf l�lillt'IIIIIIIII IIII111111!I1111Ill� ili� ill� lllilll� 1111IlliIIIIIIIIII111111illilllllifllllilll � illi fillllll_IIII III! Ilii IIII IIII IIII IIII IIII IIII IIII it l .. �^.RSA[:.'�:!—r.;e.^_ra,._.-r.�.,..... ,• ,. 11E 9 990 J U N NIP Ak Mag.! .. _ _. ,...r......w.r. .. ' mom y L - , Mr. William Blue October 114 , 1987 Page 3 11 . Approved Plans on Job Site : One set of approved plans bearing the stamps cf the Tigard Building Department and this office mus , 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 . 30 3 ) 12 . 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 tenant space . (UBC Sec . 305 ) 13 . Certificate of Occupancy Required : Prior to the use and 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 649-8577 . Sincerely , TUALATIN RURAL FIRE PROTE TION DISTRICT Gene Birchill Building Official SSW cc : City of Tigard Inspector Ray . • i A dt * v � ili � liiliilii � iii,liii„� � iiili � l � ili � � � � � l � lili � lili 1 I I I 1 1 I 1 1 . � . .�..� � I� .I NOTE : IF THIS MICROFILMED --- DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO _ THE QUALITY OF THE ORIGINAL L Z Z 4 Z Z Z Z Z Z w T I T I I T 6 8 L 9 Q T r ”" •'_. DRAWING. U, 1111,1 IIIIII�II�. l I IIII lIlL .il� I _ , w rh .r J DIVISION DIVISION FINISHES (by o_wovner) __ N __Uontinued)_____,._ ,LML-1-5 __ A. General conditions DIVISION TEN SPECIALTY ITEMS (not. used) B. Nailing schedule 4. 5/8" pwd, roof sheathing to be nailed with 10d common at 6" a/c at all panel edges and at 12" o/c at all inter-- 1. These notes are g?kneral in nature and are Intended to set minimum standards for construction. The drawings shall 1. Framing lumber to be nailed as follows except where mediate supports DIVISION ELEVEN SPECIAL EQUIPMENT (not used) go,.,ern over the notes to the extent shown. shown othwerwise on drowirgs: 5. 112" gypsum wall sheathing board to be nai�ed with No. 11 gauge joists to sill or beam ---------- (3) - 8d 1 3/4" long. 7116" head, diamond point galvanized nails at 6"o/c • 9. The contractor shall verify all dimensions and conditions bridging to joists & blocking --- (2) - 8d ea� end at all panel edges and at 12" o/c at all intermediate supports. DIVISION TWELVE - FURNISHil"GS Jpy otherj)_ on different drawings and In the field and .-iotify the arch- sole plate to joists ------------ 16d 0 16" itect of any discrepancies before proceeding. top plate to stud ---------------- (2) - 16d end nail .__DIV1SION.,_SEVEN ---THERMAL AND MOISTURE PROTECTION ir stud to sole plate ---------------- (4) - 8d toe nail DIVISION THIRTEEN SPECIAL CONSTRUCTION (not used) 3. Contractor to provide all necessary support for walls and double stud ----- --------------- ----- 16d 0 24"(,/c A. Cornposition shingles to be "fire-retardant" per U.B.C. minimum floors prior tj completion of the vertical and horizontal double top plate ---------------- 16d 0 16"o/ Class "C" not less than 235 lbs. per square. Match existing. DIVISION FOURTEEN CONVEYING SYSTEMS (not used) load systems. top pl. lops & intersections ---- (2) -- 16d ea, end 4. The contrcctor is responsible for safe job site conditions. cont. header to stud ------------- (3) - 8d toe nail B. Roof insulation to be blown-in mineral fiber minimum R-30 LA ceiling joist to plate ------- (3) - 8d toe nail C. Wall insulation to be glass fiber batts minimum R- 19 DIVISION FIFTEEN - MECHANICAL IIN 5. All bidders are responsible fof verifying any and all on-- rafter to plate (3) - 8d toe nail site conditions which effect their work. Report any dis- DUilt- Up corner studs ----------- 16d 0 24"o/c A. All heating, ventilation and air conditioning systems crepancies between the drawings and actual site conditions " DIVISION EIGHT - DOORS AND WINDOWS design is to be by others in compliance with ail govern- 2. 1/2ypsurn wall board to be nailed w/ 5d cooler- nails at ing codes and regulations. to Architect. 7" J at all supports. A. Doors - see schedule DIVISION SIXTEEN - ELECTRICAL B. De9Jgn Loads 3. 5/8" ypsum wall board to be nailed w/ 6? cooler nails at R. Windows to be bronze anodized aluminum sash - triple glazed 1. Roof live load 25 psf w/ consideration for 7- o�c at all supports. sliding units A. Electrical system design and engineering to be by others in nominal sizes as shown on floor plan. compliance with all governing codes and regulations. drifted snow 453.93' N 00' 07' 27" L �D 0 2. Wind 80 mph / exposure Z 3. Soil bearing 1.500 psf (assumed) 4. Seismic Zone 11 per U.B.C. F-i C. Construction type to be Type V-One Hour per 1985 U.B.C. 010 __QIVI51QN TWO - SITE WORK-- f Z LO A. Excavation LO 1. Excavate as necessary for work shown on drawings or spe�- 146 -8" 103 -6 01 00 147'-gw± 56'-0" 01- N Ifled. Allow ample space for form work. Lease bearing surfaces undisturbed,level, and true. PROPOSED 1810 sq.ft. EXISTING CHURCH � � Q 2. Excavate for exterior footings to firm, und'.sturbed soil CLASSROOM ADDITION BUILDING Cc ' below existing (ONE-STORY) or compacted fill to a minimum depth of 12 grade and 18" below finish grade. Notify the architect of I 'lam any unusual conditions encountered In the foot;,, j excavations ® /� max\ j I / , - ---- - F-�� 3. Backfill and comp.-_,ct with granulur fill. all trenches below paved areas 1:4 co CO C) C) C) Lo '04 fL 7 DIVISION -DJRLF----- CONCRETE__WQEK_ / ___ A. Concrete / / � EXISTING TREES REMAIN 1. The A C.I. Standard Specification for Structural Concrete for Buildings, ACI 301 shall be followed except fuer items specifically stated otherwise. I NEW 4" CONC. SIDE- WALK - MATCH EXIST. 2. Minimum compressive strength of concrete at 28 days shall be 2,500 psi with 0 MGXiMUM Slump Of 50 3. Clean all footing and slab excavations of loose material before pouring concrete, Z C) 4. Backfill all pipe trenches below footings with lean < U-) 0 0 concrete. < 20 a. cl� B. Reinforcing steel (D 'I- Z < 1. All reinforcing steel to be ASTM A615 GRADE 40. L/I CD C_ ) rS_P'*� S- ITE PLAN X 1- h_­I CY- ---- E­4 2. Place all reinforcing per A.0 ;CALL: 1" = 20'-0' .1, Codes. 00 :1_/1 1 -1 S -D r_�) 3. Lap all continuous bars 30 diameters minimum. Z 9 4. Provide 24" x 24" corner bars to match horizontal NORTH reinforcing. 6 0 0 0 used) - 4510N J_A_7� EXISTING TREES TO REMAIN 0 -ILI A. Steel 2. Provide all necessary anchor bolts, strap anchors and as otherwise ASTM 307 except where shown otherwise. other items as shown on the drawings o required to complete the work. Machine bolts to be T 5. Boltheads bearing on wood (including foundation anchor I bolts) to be provided with standard cut washers. 1.4 Co Lo F_LA5TIQ5_ N ,O,. Framing lumber and plywood EXISTING PARKING 1. Framimg lumber grades shall be as follows except where shown otherwise on drawings: joists,beams, and stringers #2 & Btr. Doug. Fir studs Stud grade Doug. Fir APMOVED FCJR\. CONSb'TION bucks, blocking and bridging #3 Douglas Fir dry oF rib plates or sills on concrete 2 pressure erected I II N 0 touglas Fir A D D P E 13 3 F 7 posts #1 Douqlcwi Fir 431.87' By TITLE DATE 2. Plywood roof sheathing to be D.F.P.A. 5/8" Standard sheathing, Index = 30/12, Laid with face grain perpendicular to supports with end joints staggered ------- SOUTHWES1 98th AVENUE � Com{ il r 1 �I --I 4_-1-_---I -_ I-- _ I ` 11111111111 Ji b- 11 9i 5[ IF THIS IIfMICROFILMEn 2 1111 111111111�111111 NOTE: WAt!!NG IS LESS CLEAR THAN 9 T14E QUALITY OF T-r1E ORIGINAL 03 DRAW I W. Z LZ III !I I! ► I 1i I I'1'1 -1 1111 � THIS NGTTC�, IT IS DUE TO ____ - -_ --- -- I F 01 L IIIIIIIIIIIIIIII __�Z; 6 11,1 T1911 I if,I J U N El 29 11990A t 56'-0* (NEW CONSTRUCTION _,_ XIS TINO BUILDING_ 20,_0. - --- ,sl-o• _ Wit.SOT t� 1 DOOR FRAME FIRE SELF __ _..__ -_ _ MARK RATING CLOSER REMARKS - -- -- - - A - �- SIZE ITYPE 1 MATERIAL FINISH MATERIAL FINISH ._ 1U1A 3'--O"x 6'-8" x 1-3/41PAIR EXT. S.C. BIRCH STAIN/VARNISH WD./MATCH EXISTJSTAIN/VARNISH - YES (T) RELOCATE EXISTING -- PANIC DEVICE -� .__ _-�- - __ It EX -x x 4�x44 x 1U� 3'-0wx 6'-8" x 1 -3/4" INT S.C. BIRCH STAIN/VARNISH WD. MATCH EXIST. STAIN/VARNISH 2O--MIN. YES Y AL. AL SL- AL. AL. SL A1. SL. I w N � -- � I (1�+A '� -0 x 6'--8' x 1-3/4 tN-T- ' S-.0-- BIRCH STAIN/VARNISH WD. MATCH EXIST I,TAIN/VARNISH 20-MIN. YES -_ - - 106 __-FURNACEN AY _ RO5 3'-O"x 6'--8" x 1 -3/4" INT S.C. BIRCH STAIN/VARNISH WD. MATCH EXIST. STAIN/VARNISH 20-MIN. YES EX _ � ��AS OQM � a4 r w r N w ---r_ 104 3 -0 x 6 -8 x 1-3/4 I INT S.C. BIRCH STAIN/VARNISH WD. MATCH EXTST.ISTAIN/VARNISH 20-MIN. YES 3'--0"x 6'-8" x 1 -3/4" EXT S.C. BIRCH S FAIN/VARNI:,H WD. MATCH EXIST. STAIN/VARNISH YES CLA_ _�Sf�JOM T1 o5j la �C } f N A l os QOM _-O� d ai .� R x � M �-- 103 w 103 - - Q NOTE: EXIT DOORS SHALL BE OPENABLE FROM THE c I `1I cvl W •cc Ex J EX INSIDE WITHOUT ANY SPECIAL EFFORT OR �o v� I 'J i__! L TION � �� -� - KNOWLEDGE IN COMPLIANCE WITH SEC _ -'� --- x� , 42" "' O' I 12" 15�-0' °S t RELOCATE EXISTING 3304 OF THE 1985 EDITION OF THE DORM ) ,r - - -� DOORS TO1o" BUILDING DING 022 b I (�06� / 101 ��G� -- 't`'.UU' RAMP DONM o �� FIN. f-LOOR (12•) 101A I — I Z 1 214.00 (� ^ ROOF OVERHANG J I A FlN. FLO:►RR _ C� .'r—Or _ - - - - --- ---- ,-o _ E- '' �'-0�(NEW CONSTRUCTION) __. -_. EXISTING BUILDING _ -_ O 56'-O'�NEW CONSTRUCTION) -_-EXISTING BUILDING _� �o -0 1s-o __. _-- __-- f, LP FLOt7R PLAN A A 2 SCALE: 1/8' '• 1' 0" 561-0' NEW CONSTRUCTION O EY,ISTING BUILDING _ __. __._ _ _-__�_.___._ �_.-__� COMPOSITION SHINGLES (MATCH 00 - ,� EXISTING) ON 15# FELT OVER 1 . l i I ' % 5,�$' PWD. SHEATHING ON PRE-- ar-rt+,�r'A FABRICATED WOOD TRUSSES I / _ AT 24" o/c ( ' TYP; 4" CONC. SLAB w/ I I _ •riL �1• 3 1-7 I I 6'x6•- w1.4 x w1.4 W.W.F. I I EXISTING 5' �. I i J IJ I ! ❑ U �/ //�_ 3 F-1 � 1 . MATCH EXIST. v1 Cr l AT 1V2'CLR. OF TOP I I CONC. SLAB 1 8'0 ROOF VENTS __-__/// AT 6' o/c / GUTTER AND 1 ---- FASCIA M I ' • I ' r --1- v it-- _ ..-v _ _._ o ._ _----�r----_.� --- _ _ - . Cc •r I I I - -- _- _ 4x8 OUTRIGGERS --� �j Q A AT 48" o/c v - a �--i I) ^ Lo cli o o t- —'— TYPICAL EXTERIOR WALL: I TYP. CONTRTOL _ �_-_.�_.._ JOINTS C B. I I REMOVE EXIST. ` - - 1/2x8 BEVEL CEDAR SIDING (MATCH 2 2. I I SIDEWALK SLAG ( EXISTING) ON 15.E FELT ON 1/2" GYPSUM SHEATHING BOARD ON 2x6 !°+ _�_ ..-_ _.� L _ STUDS AT 16• o/c w/ 5/8" C.W.B. __ _ 2 E EAST ELEVATION AT INT. WITH R-19 BATT INSULATION N NORTH ELEVATION ---JON I C 15r- t m 1' ON 2 SCALE: 1/8" s 1' ON 2 ------"- - I I 2 SCALE: 1/8' I FIN. FLOOR 5.001 RAMP DO o - ONIN i I 'r r-'0" (NEW CON5TRUC110N) _ EXISTING BUILDINGe. _� (12 , ---_ _- ---- ---_ _ - - - - ` _ J. L_ — 1 214.00' A I J 2 J ` FIN. FLOOR 4- - -- 1 1 56'--0" (NEW CONSTRUCTION) EXISTING BUILDING r� B v---v-- -v----r ND FOUNDATION PLAN - --._- _ _ '-� SCALE: 1/8" •� 1' 0• 2 Q 0 REMOVE EXISTING CEDAR 2 _W WEST ELEVATION SIDING AND INSTALL 5/8" ~ d � 2 SCALE: 1 /9" = 1' - 0" G.W.B. OVER EXIST. SHEATHG. TYP. 4 CONC. SLAB w/ 6"x6"- wl.4 x wl.4 W.W.F, ASPHALT IMPREGNATED ---- AT 1V2"CLR. OF TOP FIBFR BOARD �--� TYP:•4 CONC. SLAB w/ CEDAR SIDING TYP.•4 CONC: SLAB w/ I 6x6 w1.4 x w1.4 W.W.F. 1/2" GYPSUM BD. SHTG. 6x6 --�w1.4 x w1.4 W.W.F. / AT IV2'CLR. OF TOP w , AT 1;'2 CLR. OF TOP _ 2x6 STUDS AT 16 o�c p R-19 BATT INSUL \� DISCONTINUE W.W.F. AT CONTROL JOINT EXIST. EXTFRIOR WAL.I. TYF . INTERIOR WAIL � 2x6 wP.T. 'LATE, w/ 5/8" G.W.B. 5/8 0x10 A.B. S AT \ _ PREFORMED KEYED CONTROL JOINT j &_NN4 48 o/c I � � � �� 4" CONC. WALK \ P.T, 2x4 U� _ p a 2x4 KEY '� � � L(J L , CQ �d o -�-- � �• � ` :- coo Q. oo x \ QQ9 .40) �l� 400 V� I - (2) X14 REBAR CONT. -�--,� - ac w � TO BOTTOM OMOOAM FINGUL. ----- I #4 BAR AT TOP � AND 60TTflM w �. I 12. • • i 12" 8 12 A TY_P. PERIMETER FTG. B_ F ND. STEP AT RAMP C ;-YP. CONTROL JOINT D FND. STEP AT EXIST. --2- SCALE: 1 1/2= 1' - 0• 2 SCALE: 1 1;2 - 1' -- 0" —~ �� SCALE: 1 1/2"= 1' --0" — — 2� SCALE: 1 1/2 1' - 0" _---------•_-._ 1 � q r - . :W :...,..:. - .e+. ,' ,. 1 .� .. . ..x,.uep.�4.. �"•�;:���•�" m+ ..± ��� ;i... t >?�' F�'r'�`.'➢7h�r^ ,�r'��,� n, ,LL•"n"�'T+'-;,j__�..-��Lti-..dJ7f�}'...�.:�,_..N.J4.�•�' ..,.._-.�+�l�t.. .w•.,,p.Mws.wM«ww.wMw.rwr►+».. .. ., - ,.:,rte,prq�IF"�lN�I„'i,l���'�`1 �'� � ' '�" • � �-.. �� ,.� � - �..+.. -- ••— :.�-�'J��� .. �+��- �' .. 1� , ' 1 I I I I i I I I I III I I I 1111 111 111 � 1111!!!1 111 111 III III 111 III 111 111 III Il1111 III Illllll III 111 111 I I I � I � IiI I�II111 1�11111•�l p 11 1 111 11 1;11 111111{ II11) I i� •: I' 1f111111 , 11 � 1 � 1i iii 111 1_ i . . .,T 1 1 4 5 6 _-- -- _ _ i IF THIS MICROFILMED 1 1-_---_- • NOTE:DRAWING IS LESS CLEAR THAN ._ . THIS NOTICE, IT L DUE TO - -- - - -- - - THE QUALITY OF THE ORIGINAL E Z 6Z LZ Z 9Z Z *• I Z 1<Z Z 6I i 6 B L - 9 ` - 9 _ £ L ( DRAWING. oT 11 I I I i-� I 1111 1111111111111{III I11111III !!!111111 111111111 Illllllll 1�� ill! 11 II I 1 X1111111111;I111111i111111111111111 �IIII II1111III III1111111111111111111111111III111i1111111111111111111111111111111i1l1111111111111J111lIIII IIIIlIIII�,, 111111f111�1111111111111111H �I til 1111111111 1111 J � .. 29 19 •. U' N � d � 4 Av F 1 ( r R� { 55 �" (NEW CONSTRUCTION) EXISTING 3UILDING •i ►�, 32'-4' (VERIFY) { ' (MATCH B I , 8'1 ROOF VENTS EXlsnNG) . � AT 6' a/c � COMPOSITION SHINGLES (MATCH 12 - _ �- - �! ____4jj8 OUTRIGGLIRS AT1 ( �._ _ - ---- - �'�''( �• I. EXISTING) ON 15/ FELT OVER 5/6' PWD. SHEATHING ON FRE- FABRICATED WOOD TRUSSFS AT 24' o/c 12 5 (2)--2X8I I )_ III (2'') 2X8 HDR. I (21�DRX8 II HDI;. II 1 'e I II i II MATCH EXIST. --- ----t- -- : _ I -� —/II - •'� iIl_II awnn1 ` I=_ Ii— _. __ i_ I �i� _ IIIIII�;I�_O,��E����J_0�iN_AW,Li�VWF1G�1"_N_ t(��t 55IIiI£iII{I JII I FASCAGUTTER AND . o TYPICAL CEI LING 5/8 GYP. WALL BD. ON TRUSSES 4r8 OUIRIGGRS ATAT 48 o/c 24 o/c WITH R-30 SLOW-IN M INSULATION I I ' TYP. 4' CONC. &a w/ z \ PRF TYPICAL EXTERIOR WAIL: 0x8*- w14 x w1.4 W.W.F. 1/2xa BEVEL CEDAR SIDING (MATCH EXISTING) ON 15/ FELT ON 1/2' AT 11p CA. TOP ON I MIN. 4' COMPACTED I LII j 1 r— I« -- �( I I I -•---.-.� 1 GYPSUM SHEATHING BOARD ON 2x6 GRANULAR FILL OVER STUDS AT 18' o/c w/ 5/8' G.W.B. _ J AT INT. WITH R-19 BATT INSULATION VAPOR BARRIER - I v�i -- --- — I (2)-2X8 IDR. 4xg-OU A SECTION _ }--+ J SCALE: 1/40 1 - 0' � '` 0 58'00 (NEW CONSTRUCTION _ _-_ EXISTING BUILDING LCA /k FP _ ROOF FRAMING PLAN co 3 SCALE: 1/8- . 1' — 0' v CQ CQ co Lo I COMPOSITION SHINGLES ON - COMPOSITION SHINGLES 5/8" PL YWD. SHEATHING ON 15f FELT ON 5/8 PWD. SHTG. - L 0 1" MIN, CLEAR FLASHING - --=—_- � w i TYP. PREFAB. TRU2x FASCIA - / • 4_o o / 3/8" PVD. INSUL. BAFFLE. MATCH EXIST. �/ o � � 0 w VENT BLOCKING MATCH EXISTING s 0-4-� BLOWN-IN INSUL. 2_x6 BLOCKING AT EACH e �- '�__� ,� • 2x6 1dtG DECKING_ l BRACE - NAIL BRACE _ - > MATCH EXISTING TO BLOCK w/ (4) 16d - ---�_ FASCIA AND GUTTER '------__ �'� E_ . . . �_._ 36" MATCH EXIST• ♦' r. PREFAB. TRUSSES AT 24" o/c SIMPSON H-3 HOLDOWN Al EACH TRUSS CEDAR SIDING ON �\ 10" 0 CEDAR SIDING ON .__ - � BLOWN-IN INSUL. _. 5/8" G.W.B. - --. " GYP. SHEATHING " / - ` (R-30 MIN) E.._.r 1/2 GYP. SHEATHING ON �.� � 2x6 GABLE END TRUSS - STUDDED- - I I EMIL. VAPOR BARRIER I IN w/ 2x AT 16" o/c A ! TOENAIL AT 16" o c PLATE TE w/ • DOUBLE 2x �DEADER ,,\ 16d MATCH CASING AND \� 2x6 TRIM AT EXISTING 2x4 DIAGONAL BRACE ►---� AT 48 o/c i \ SLIDING ALUM, WINDOW TOENAIL TO PLATE w/ I (2) 16d BOTH SIDES 48 OUTRIGGER AT --- - 15/8" G.W.B. -~ R-19 BATT INSUL. - - ;c 2x6 STUDS Al 16"0 j / r B T Y P HEADER C GAB L _DETAIL 3 SCALE: 1 1/2'- V 3 SCALE: , i s JrO MOM t - 1 dP.'9l'r/'+i^I'\i�y.A.. �`S",' - _�_..�- «1Mww.�.r.►nrY...�..yw+ +M�MIIYI���..�.MAS.II/M.1��'�u�i...is•*�M.�.��M.M�r"'�`_. � ...w..r# ••�...f1.-,may, ; _ ,r `. ~ � � � , . .--�_ ., -..•..e.� ._�....�. � � ' �.wW.. .ju�id,fes• w. I,I III III III III III III I I III III III f I III Ill III III III III III Ill III ' Ill Ili III Ill III III Illllll III Ill I I I I i I I�I III I� I III ,11,111 I Ill111111111111 III Ill 11111il 1 NOTE. IF THIS MICROFILMED I 1 I I 5 v7L �� DRAWING IS LESS CLEAR THAN — THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z Z LZ l�ITi QZ�Z >rZ Z f Z Z 61�[ I 11 9 9Tim, , E IZDRAWING. I I I I IIl! !i!lII1lfilll !!�,. 111 !!1111!! 111lll ,1 IIII1lfillll 11!11111►1l1�1111111111111 ►111 ►11111►1► 1,►1111► 1►11f►1►111i1ll ►i►llili► 1111i ►► JUNE 2 9 19 9 0 .& s J � v _ 1 � y oow 40 I 46 } olk Ns � Ilfl AoftI . I 71 !PVT OA • I I ` ` 1 ..- �.... �I -'✓�`....- ��,�-.ter•—•..-. -- .._..-Y`�..---� �` \ \ \ �\ - -� �,,.... -...+..... ""•'. ' ._ - �,.x..c� ,,.-.�\ J,:""rte,-y" 3� 7 - _ -- qt j- '�.. r 41 ot tit Tj -I o •� `�� ✓' _ r ~}�W~I ��I�✓tel/I / 'I,,.,•�• '+'�}- �/,'. ,• T I GA RD OREGON V. AUBRE 'Y HALLUM ARCHITECTS/ PLANNERS , INC. DALLAS , TEXAS • _ nazi � - � n � _-.... � 'q�i°f�,`.���h.�rte...- ;� ,n �-•r,., .__n.,.,, ��,. .i...,, ��Al��sra„ _ y P` �' I 1, � - _�► - ...«. _... .- ...v.w - "r- +.+... .....w«..u.._ ....-.rte.__ i�ili�i NDTE: IF THIS MICROFILMED DRAWING 2 ( 4 5 • "'7 S 9 lb 11 12 DRAMINu IS LESS CLEAR THAN — -- 1— � { THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z A ZY L Z Z 4 L E L L T S O= t� I GT[ 19 i 9 T f i E�I i i I T 8 8 — L 9 9 ► E Z I l ,� ,� DRAWING. '111�I���� iilllllll �II�IIIII ����I���I (���I���� ����I���� I�������� ����I���I IIIIIIIIIIi`�� ����I��������� UNE 29 1990 1 4 • • s ' 44 BARS CONT. TOP a BOT T. --REINF. W/6X6 10/10 W/ 3 DWLS. AT 24 O.C. W.W. FABRIC ' " *4 -,ARS CON j TOPS bOTT. CR IR */n AT 24 0.C+ _FERRULE 8 FIN. GRADE j SCREW PLUG -v I% SLOPE - - (D �4"THICK 18"x td" _-� - - - _ .- _ :- = .;w q, ,. ., • 1,�• r. CAST IRON ► CONCRETE AAD ` 4 ' � MAIN SIZE " SAND CUSHION OR4�� MAX. I I _ F - _ - - PGUf? I/4 YARD CONC. SLOP= �•�x�:.. �` ° ,' '`•'' k. ea o AROUND FITTING FOR ANCHOR � �-- -.- T k -1 6" ASPHAL PAVING OVER------ ' `�� 6"LIME STABILIZED BASE " I' s PLUG FOR FIRST i �ti I rlL� �,• '�;�t•Utz.-:•. -- C O. ON RUN _. - i ♦ � ---- - - - -4.FLOW SIZE AS NOTED � � W _ ASPHALT SHINGLES i �. � ON PLANS - - SEE MECHANICAL FOR LOCATIONS OF ROOF PENETRAT I ONS GRADE CLEANOUT DETAIL ROOF PLAN SIDEWALK AND CURB DETAIL CURB DETAIL " .. , r,; • ti •T,., :►► wr NOT TO SCALE SCALE • 1 /2 = 1 0" S CA L E J 11/2" s 1' -0 4••rt ., .� ti 7+.0 loon ' • � « .ti 1 vim*• ' 146 -e _ 103-6 , INDEX OF' DRAWINGS% y \0 \Ib A '� O I a 'l O EW SAN. SEWER N. I .C. IRS 453.93 NO OT 27 E I IRS•• .,'. r. �y� y ' 4 _f ,� ti Al SITE PLAN ` �""`' GENERAL NOTES. •• 1 I 247-0- 2{-0 - - .- = - -- - 271_ `p --4e o ?2-e _ _ d0,l0 _ _ _ . _ 5 �` rr �___ IS, •.' , .r' gra � E X I ST I NG� Co v- g -___g 4_. o -�-•' s s — s �11 ��I C - �� A2 F LO 0 R PLAN : . 1 . CONTRACTOR SHALL PROTECT ALL TREES ` ` t'``' CONTOURS - �- - 1 - 'I"' ' Ifi ` `r- �• �. : � DURING CONSTRUCTION BY ERECTIMG 1"•-4" 9ARR I ERS BETWEEN TREES AND CONSTRUCTION. � ONTOU s L`� 1 ` ' , ' . ,. - _ x A3 BUILDING ELEVATIONS 2. CON,RETE WALK AND CURBS SHALL HAVE EX- \ \ I + / S �- �+ . ` _ Z ,CONCRETE APRON %' • = PANSION JOINTS AT 4 MINIMUM OF 40' APART. y i \ I 4 I ,- PER CITY REQUIREMENTS ' �A° CO ; �, �/ �' / NFRIFY DRAIN�AGE A4 WALL ELEVATIONS AND DETAILS M . 3. BOUNDARY L I NES, EXISTING CONTOURS TREE �J ® o• �/ ��'' _•- . ! z ,: TI ARr TAKEN FROM ® of LOCATIONS. UT I L I ES, I I + / � • +; / • , \ o SI FOUNDATION PLAN INFORMATION FURNISHED BY OWNER, EXISTING\ TREES ` -� I - �� �/� I a / 1 r' ® \ \ 2" DERGR.TEL. • 4. LIMITS OF CONTRACT SHALL BE AS REQUIRED \ \ - / ~` PLAN • � / , $ � S2 FRAMINGAND TRUSS DETAILS :� • '_` ` � ® � I ' � _ __.. ,. �, 11.w. ••��,fi"""tet �.w � � ,'` TO TIE FINISH GRADES TG EXISTING. by i .r ,i ♦ /I 5. NO TREE, SHRUB, VINES, OR BUSHES SHALL loo, , t_ MEI ELECTRICAL AND PLUMBING PLANS BE CUT WITHOUT OWNERS SPECIFIC INSTRUCTION. Igo IIr M r�►;\ _ / I - I--PGE POLES �.. �. � � I t KE2NEATING AND VENTILATION PLANS —F SPI SPECIFICATIONS �' '" :A' EXI ING GRAPEVINES t - •- - 1 O /. „;'• `�% TO MAIN .�F� SP2 SPECIFICATIONS I u� r / b' SP3 SPECIFICATIONS J: V ,.f ':'. • '�'s, I 1 W ► - • • 1 1 , _ I ! REMOVE EX T. a'�. `4 r/(r/76 O STRUCT ES /` ' GEN-GGIVTR./ ST•+uL - 141 , g I \ 311 o EXISTING FREES , �R ','rnc/vec�we✓ �,� ! (qq ��,,��� 1' Rc 1�'��RRA �(�G N ` •.p. \ I / �WA/G' i Al pVaL. ( *• W } ' ' N�! ISG `i0 G f- wAN�R E TE R,` S 1 fRE� (u M yy REMOVE EXIST PrIWER POLE �I __ _... 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SoR 5Ky CONTRACTORS b SiiO-�OiaTNI�C —pe,r - �b &au05 GENERAL C , r �� % ��N� p_e,v �` Y 8USINtSS LICENSE, ;A IRS , `° TORS MUST HAVE o , / I 1 T I ' , �.� * I I, `p<< aW AND ALL NECESSARY CITY PEAMIIS PRI�i� ?'STUB FOR 1lUTU �'�� T Row�EP Y N ER ` bw - `o C_ 1 / LAWN SPRI LERS I { • y,�C,� - r IIIc Cifacu'rs �„g�r 13'� � TO PERFORMING SERVICES. 1 1ylan i urt�l •-_ IRS ............ / ...� 431 .8 ' '/ EX'ISTI 8" WAT RUNE• IR I U h`R C'�ac� `TS 0(v MO / E e j - NEW d - Oi `t i Ro A ,L 0 RC DF EN TO I -- i 1' ES MUST HORSED PRIOR NEVI CURB 9 GUTTER - OF AUILDII3G PF??1dIT I �7 ,� c�, ISSnAxr '. ` 24' 100' _ _.-- ��RNCZU _ q APPROVED FOR CONSTRUCTION 'maw __ T T,.A "7 `ISG L::Y`1' . to CITY OF TIGARD S.%. Q6th AVENUE �� � -� i'w'.�L�.c wo��ns DEPT . ,, Dates- ,•j r NORM _ RESS._ Y _ .SITE ADD r---r•----__..,.... . ��•-.�{.. I PE DATE �'! BUr.LDT??G DEPT . - = Jte , , _ __.__. . _ --- - - - _._.. .. _ ... ... -.. . .. ._._. _,_ __. _.. .__- ._._. _ _._.. _. «e .._._. __•_-_- - --- FAY �i��G� - - f - _ r �' TUAT.I>. .1N RUGAL FJ Date SITEPLA �. - -- _ FIRE liEPT . - oto " ,� 1 Q � 1 `2 APPROVED FOR C 01J S'1 L C�G'1'1 SCALE 1 30 �t G y �" CIT' OF '�IGARD ` ,.. VALIDITY OF THIS PERM11 IS CONTINGENT ON APPROVAL OF �� D __ �� - ----- CONSTRUCTION AS REQUIREn Bl- - DRES �.• s ORS 419.155. Ell I I= M.SSO , It■It " 1. 'r... .r i► .... - T �✓ "c-_- +,1. , - ._ —. _ - -- ---- -+ J .....•: ......nlY,r.e..... ...... .n...a1....1.M.1.• .:' i " nyyq,a w:, . i I , ,ISI III III III III III III !`VIII II 'lill T I III III III� III ' Ill III III I I III III III I I III III 'Ill I I III III III I I I III ' ! II�I III I� I III I i III III IIIIIII III III VIII I ,y' . . NOTE: IF THIS MICROFILMED DRAWINSS IS LESS CLEAR THAN THIS NOT ICE, IT IS DUE TO — ---- - - _-THE QUALITY OF THE ORIGINAL E Z Z L Z Z 4 Z Z Z Z [Z Z 6 T 8[ I Ll -�[ [ I [ l:[ [ [ I t B eL -�g - 1► s Z [ fa ti';' DRAWING. I I ' I I Illllill Illllllll IIIIIIIII IIIIIIIII illllllll Illlllllf . I�Illlll�illllll�ilu(I Il.11l►ll III��I 111111111 Illlllll(llllll(III Illllllll IIIIIIIILIIII�illl IIIIIillllllllll llllllllllll Illllllll Illlllll illl�lll� II,I�III Illi IIIIIIIII IIIIIIIII IIIIIIIII ifl lull IIIIIIIII IIIIIIIII l 9 i U .1k; E' 29 , . T 811 611 811 611 811 �' b" ROOM FINISH SCHEDULE + - FLOOR BASE WALLS CE I L!N L W ROOM NAME REMARKS . TEMP. - -- i co W J # p 15 r~- W 407 SECT, It .I j J J o G I 9ALGONY RAIL _. _ 1b "^; + Z ir Q V z = Z M Q a �� t 37, C O arc 1 2 3 1 2 12 3 1— 2 3 U _ q B C D 10 LOBBY/FELLOWSHIP 2 1 1 _ 1lima a S&L 1 2 1 - - . r'r--T--r- ,- 1-1 T T T r T r-q_1T 1 102 CLASSROOM 1 1 2 1 fOL ' ,jr ' `� I f ! i• 1 ± } 103 CLASSROOM1 1 2 1 I D''V� i I ' ► 1 ' P. { I i # 104 CLASSROOM -- - 1 1 2 _ 1_ _�._ c ' _T7- 10 CLASSROOM 1 1 2 1 I i isac -- ---- - - a QV j VINYL' E- 10 CLASSROOM 1 _- 1 2 2x6 STUDS :� r _ FOLDING , i I 'av 0 `i , i ' } - �. K 1 TCHEN I ---- 2 1 - 2 ' Z ' I I j I b I 109 NURSERY 1 1 2 1 00 �► I I 4 I 4 - - - - - _---- 4 �:,� -- ------- -- —d , 110 MECHAN I CAL 3 2 3 ^ III MEN'S TOILET 2 1 1 3 BALCONYPLAN SCALE 1/80z 1'-0" , F 11 2 WUKEN'S TO!LET Ste-VERIFY + .113 JANITOR'S CLOSET -2-� 1 12 1 1 3 _ ` ' � E DOOR„ TY"PES 114 STORAGE z t z SCALE I/4 = 1 - O 11 COkRIDOR 2 1 1 1 f 24+_011 ,-0" 11 _ 32'_! - 21 '-0" 6 _ 2 1 1 1 - --_-_-- ___ _- _ _- ---- --- --_ __ �� -_ _ _ ___�__ _-_ _ 811 STMGL—- - 3� 1" 1' 1,.811 2 1 2 _ ►- I 1 1XJJ BRARY 1 1_ 2 3 - All, Ilu � B4 17'-3" 4'-0' 16'-0'' 16'-U" 4+-014 17'-3" IJ2" ' ' " of 120 RECE TION 3/16' C S. ? 3/16 C.S. _ - ___-- _ .- - ---- - _- a N 121 OFFICE 1 1 2 3 . . _ T►1t:RMo 11 C 12 OFFICE 1 1 2 3 } - CURTAIN ROD ' _ _ ___ �. 121 COR 1 DUR 2 1 _ F_ W i N D QW TYPES174 _ rr. 2X6 STUDS . I 1 ____ _______-- ------ _-_-- ---•--____--- ------___-- ---- Jso!NCMC.S. SCALE 1/4' = I 0" 125 DRESSING 2 1 3 41000 D RE SS I NP DRESSING " ~+ 61 1/— * ,-.611 124 DR r SS I NG 2 1 _ 2 ENGH ;126 .. l9Si A 1 ; I _ i z NAS_____ 2 f 2 611 ' - � ' - ...a—.- •�. - �•. ,ti -- f 7_ 1 2 STU 33 201 STAIR WELL 1 7 -�• , ' APR I s ' , ,, I j , • I XE QL SS i it 20 STAIR 31 011 `1 - f `3,� 011 " ' E '' T PE ED H 8 i BA N 1 1 2 3 _ 1 211 + 4,pjp 11 b' 61-01-, �, UP —up - -- - - ---- - -�--- 6'+ R� PU PIT NIC _ I FOLQ� __>FOL VINYL ;COVERED- TABLE NIC j CHALKBOARD,, _ 8 LQ 1 11 1� � + " 23 -6 _ VERIFY_-- - I CLASSROOM - � �' CLASSF OOM `J ` - N �.--.-.... __. . _._ _ ._.._. _ DOOR SCHEDULE , ION %:�� _. ' _.__. _� 4 � �._ _ ._ MAT FRAME DETAILS �t _._. _. _ — ', -t ,-. • - 7.X4 REMOvAro r FOL ® G PARTITION c.S 1 ..... _ ._;� �--uimm, . - : _-M ,»sr_- PART17 0 S -�. _ .. SCALE I 0 L� a, D&- -_ - _a �° '""°�'" � .x I J4 m DOOR SIZE aW. N —' Z a REMARKS';-.� qhs} - ( 19 -J � Go x fr , p Q Z .J r a,. CLASSROOM 1 .» . _.. _,�_ j CJSSROOM B 1 b O 2 3 3 to �� � ��w , ., >� — A - 401 o F- 0 1 -�- - t 31_O"X6'-811 B 11 AUDITQRIU SOUND INSULATION _ 2 3'-0"X6'-8"PR. B till 1 2 40 yO4 11-611 , 6„ �., .t.._•__-1 '1`�7�,y' ---r-___.,..a ._..A--.-..._-1..+ �,-(,I lv) 1 11 - 61 011 5 1 411 �) -a" •))..�' �1 V w�_L._ --_- i`-__-_____---•------------ ----.._. 7 _ fT - y •-- ------- - --- _ --_ -._ +�_ .,_........W.a, .F. �,utr=.. ,.._..W:..i..... ,sm ---�- —` Oa'X -8" ICi _. ' w 37' '_ G' A 1 1 2 b0 40� W.� l1" i b a x6'-�11 A 1 _ 1 401406 c�.aaER ,�- i � 1 CLASSROOM CLASSROOM ( � � 4 3,- It 1 11 ' ,... ._- ___._. ... -_.. .. p _ - n -o 'x6 -8 a >< 1 2 4 1 C lrfiR r` 0 V E(� c. . .._ - - �` ►t+.��tona._ ,slo. - .�?J 00 � ! _. - - - - - - _�, RANGE �Ib arr_N - Olay (?7 ' ' 'A) �! - 15'-0" - j 6 '-0!'X6'-8" A 1 1 _ 2 491 406 X111 Ir`3.4BEN` ;+ w, '. _. ..-.-. .. - - ._.. _.." -•- - 1_ 1 1 1_ 1+ -If 1 ' ( 1 401 .�t, 1 ,�• )k as . - CAB DETAIL A-4 +- " 6'-8" C 1 ' I - - _ -- - - -6" 15'-0" 41 811 21 ��r 31 '_-1111 BALCONY 41 6,_y, t -- 1 _ - - __ . -411 1 28 ' _�- -gll 2'-o"X6'-all 0 DW ,141\ , P� NTING 1 = -- - • - _ r REF.N. I �1 -� + _ i 0 1 11 1 11 1 + . A l --- -- 001 2 6 �8_ _ o t 2 t _ : K ITCHEI4-'-* �' STORAGE LI RARY N' ' OFFICE t , , 61_, I1 0 1 1 I 1 MECHAN.CAL -- i NURSERY ,^ 11Q_I I N '{ _� i 21.11 I�0 '. i Ql f- -� �la? �L 1 1 AND I SEATINGN.I .C. r' N '_ 117 �� I�f} �� �— -+- +_ 8" N i HA ;V - I •' II j 21.,01,X61-811 D -- RAIL L , c RA 1 L COAT RAC KS-1- 1 !-6 b - - t ----- - >tY " 1.0 __ _ r 1I ' ► ... y..- , I I 1� ,..dI 1X61..g11 D Jill I I Jt _ 11 ►� _ _ __------� .. �- ,. - COATS , ' a, �� •,g T' ` - �•-�'' r �'' -1 51-011 '-0 N '` d .� 1 I _ / ! I I 1 11 1 1 Y M 4 '-0' X6'8 C i -4 _ t i 4 _ MEN ; WOMEN ' - p V r ' FI 1 " ( 11 i11 h: ! ' ! j RECEPTION 1 OFFICE OVER D ENTRANCE 16 -0 X6 -8 C 1 I 1 i I EWC - ' . .._, - - 2' -011 i 1201 � � 122; a"o � � 17 +_0"x6'-811 C - -0 ' I '-10" 6'-O" 4'-6+1 U 41_0'' 241-0" 1-Q11 Up 5'-0' -0" rw _ 16!�4''W_ 1 I -4' - - - ._ 16,7 8, - 8' �' -- 1 2'•-0" 6" 2' 11 Jill. ,+ _ 1 t •2 ► � � dll 2' 1 +► -0' - 11 - j'- 6'- CI 1 'jLT I I IJAN. �2'-y11 -- 31_811 LOBBY/ FELLOWSHIP HALL �- 3'-4 -- �22) Com, -_ t _ ? 1 3'-011X6'-8" C 1 i 1 ' �L-i j 111,3 ,1 /HA,^As ScI�RA7yaNv � �• .� 3,_0"X6'-81i- I - '4•t --� �1h11: 1 -UP - b e 31-041)(61-811 D t 1, + t t,>a,� CORRIDORt- "I + _ . , 11 ►1 't)lIZ(6!t, 00 -- G' X8 WO COL. ,, .30 / - 011 11 1 1 .� ! 41 41 41 y 1 41 1 41 y� 4' 4' 4.' 4'\_ a t 4 _ - -_ _ ;��' -, , L X6'-8 0 1 41 - � -uP ,►611 I I `°; I 24 3'- " LOCK _ _ _ - _ - - - -01161-8' -" 12" ROOF OVERHANG �j 1_ I1 1 D 1 " I ! , -- „ _ 2 1_011X6'-8"PR 445 404 s.r. . ;' ."'. �'----! - -����� . - _- - ---1-- + �- -• --_- � ---- ' ,�' IX6'-8' D 1 _ 1 2 4 404 ' CONC 1 1 1 11 D f 2 405 404 z' D 1 1 1 4Q 402 21-611 251-011 2'-0'I -- ----- -- _ .. - - -— -- Jill . ._ � ___ - - - - - --- _...__----.__�___— - ----- - - 2{ 811X6'-g'' 0 2 1 � FLOOR, PLAN B �2 21--"X61-8" � 1 2 ItcALE I/B • 1-0 ' 7'-8"x6'-8" D 1 2 34 2'•-V"X 6'-8" 0 fill 1 31_ 20-8"01-8" D 1 36 31-01109-810 C i� t t �1 _3'jo"x6'-8'I C 1 1 1 Ch R 38 221x8' PR E i q0) AMC '! , gap +I . i i � ii � il � Ii � ili � L i � II � II � iI � II � I � � I �_I � i �.iJi. • ' i ' f�"� � ' I ' I � �'ri ' } 4i0i � illli i � i � i �' 2 3 4 NOTE. IF THIS MICROFILMED Z - _ - L DRAWING IS LESS CLEAR THAN —' _ niIS VOTICE, IT IS DUE TO ---�- _. ___ __ THE pUai ITY OF THE ORIGINAL Lli" Z 4 Z Z E�Z Z I Z Z 6T1 [ i G[ [ i I't1i I t t [ t T1111111111 9 - L U I TQ I f 1± Z [ , ► DRAWING. £�Ti 1�?. i-�� �• , I --I-7� ll� I I, IIIIIIII II�III►t�u�ll �I�jl���i�►I� �II�IIIIIII�IIIIIII (IIIII • 29 s 1990 J d EXPOSED WOOD TRUSSES 0 W 12 w rte. 31 -011 c AL ff-- PAI TED - o GYP B0. ?' SEE MECH. ^ _._ .-. ------ ._.-N _=-M " - - - --_ _ . ._. .. . HORIZONTAL WAO*31��1� OPEN 3 Oil ' CLASSROOM - ° ___ _._�__ _ i FIN FLOOR EL. 2141 % • 4 War 41 CARPET SEE STRUCT. SECTIONS FTaiSH GRADE SECTION A - A NORTHLEVATION SCALE 1/8' .2 I -0 SCALE 1/8"m I'-d' .. !N r EXPOSED WOOD DECK WOOD TRUSSES, Y. ' - --VENT INGLES do L� a � -�---- ,t - --1 DENTS MECH _____-- � __ - _ """"""_:__...._.•�-.�r._ • (--- -- -7 I NTED GYP BD. r-- AiC - -- - / EXPOSED WOOD BEAMS- EXP. BEAMS,r I \ L DECK. - --- -- - _--- �•- ..' _ _ --- _-- _.- .1 i •I 0 y•__.,._.._..-►-..__.-_._... _.. °, .-�•_ .. .., - J ,� �`` � � ( � �' 011 - - - -------•.__-_.--. �. _.._ ._. _ _.- _.,....-_.,......- _ .__.__ -.�-._ _ ---- - ', , _p ' FOLD NG r �. �. 3.. DRESSING FL. - - j --,• - C __.._ _ _.r__ ..._ y ' ° I , ^-' PART TION FIN. FLOOR EL. aa� . ` � :� � .�?►�`' �';.y FLUSH DOOR AT FOl NG- RAPT 1 STR -- IS•. -17 W" i l i TERRACE - - - -- - 'DOOR POCKET 1 SECTION 13 — QD DETAIL 301 2'-0" r SOUTH ELEVATION 12 12 2X6 RAFTERS ;. A 24" o.c. GYP. SDI 2X4 STUDS FACE NOTE:OF WALL i S FLUSH - I B 24" O.C. � . .. WITH R I DG E METAL FLASHING _. .__... _.___ _._�_� �-..- _~_ ... � _. WOOD­- TRIM 000 ---- -- b --__--- ► _ -- _._'-- S H OER 1X12 - TRIM " - -__ - - 1x4 WOOD TRIM - ASPHALT SH I NGL ES -� WOOD TRIM-- 7-1 RIM— �'•F�01IMA QO�I • . . ja- 4°_Q'. �- -` - _ •'tYfICAL'� -- -- - -_~_ �IX6 1"1400^7wfm `f FIN. FLOOR __.-_ *�a - - - _ ^� r �� , _� __ # MOOtftf __._�__ S JAMB EL. 214 - � �•��r -- "`� FIN. FLOOR EL. 2121 T CUT FOR DRAINAGE ------------- -- y ' r't`. , °- �► PLANT I NG OAK RM L TR,t} TERRACE � 2 0 DRIVE � PARKING � I � WEST ELEVATION I ' , ` rFNERAL NOTE; , VENT ALL CORNERS OF HORIZONTAL WOOD SIDING ' r;'4.: age✓EL T V'� '' GYP. B D. .--� 2X4 STUDS ` 0 16 11 O.C. r_ _WOOD St 01tfG CAR.PET--- - �-- A-- - All -- c 01 - _ COVERED ENTRANCE .• - -. _ _ _ _._. _ _= __ . -_----_-- -- -_ .=". ��_r-- �_ - _ ____ -- - �-- - ------ _. JOIST 4 , .• 2X6 FLOOR .! i, PL 000 ^ • 16 0. . . SUB-FLOOR FIN FLOOR EL 21 ' p II r FIN. FLOOR EL. 2121 7 2° ..Oil FINISH GRADE DETAIL 301 Al. " 1 SCALE 3/4"= 1°- 0" EAST ELEVATION f. tj . K r - 141{141 I ; Illll 111 `141 14111` 1 1411141 141 �r �11411141 1411141 Ill �lll Illll4l Illll4l 14141 I Ilil� l � lf � � ll I IIII� I111 I I � I � H1 I [IjIll 11JI 0 11 1L I �II' lllllll 1 IIIIIIIIIIII I , 41} I to - NOTE. IF THIS MICROFILMED �� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO -1 THE QUALITY OF THE ORIGINAL B Z Z L Z Z 4Z Z EZ Z T Z T1611111 F111111111 `DRAWING. (� 111 u! I ��� i .iiifii11i 1111111,,. liliiiiliiii 111111►II iiiili H ii(iililiillllil(lii 1111 JUNE 29 19 9 0 a � VENT HOOD T '"'""'"'- G.. x GYP._BID. ,.j^%' - GYP. S0. GYP. BD.60 .. _ I GYP. BD. �� Ni _-.._._...._._ REF.-- ` i IN SHpr ,J 'RANGE OVEN DISHWASHER SHELVES T K ITC,H �N WALL ELEVATIONS SCALE 1�4 - 1 -0 4 h 3: GYP. BD. ,,, GYP. 80. P � i II y y ASPHALT SHINGLES ON I ' PL. MIRROR. 15N FELT OVER 3x6 T 6 G WOOD ECK , PDI:. PL. , - POS.. � \1 AIRROR '+ W,'S.S. TRIM LAM. PLASTIC TOPS 1 _ -i _� LAIC. - ► 1 2 PLASTIC -`-it 7— K / \� S ELF- ( LF TOP 6 SPLASH C�YP. 80., it ;;i,•.�\ ; �. .I�;� , \ i \ � / �� / / I .- , .+�► .• NIZ VINYL BASE 0 WALL E LE . RM . I II WALL ELEV. RM. 112 WALL ELEV RM. 119 WALL E L EV RM,- 119 �� SCALE 1/4 = 1'- 0" OAK RAILING _ Q ME TAL DR I P '' {� �' a GYP. BD. - 8 21, 'X4" TRIM GYP. BD. 1X8 W000 SIDING !' 1 � r� TYPICAL 1 r,i - • '� - , Fl _`—; ASP LT SLAIN LESci's kj, ' ,T 1" RIGID INSULATION ON " PLYW00 DECK ` DOU9LE 2X4 PLAT r y I" RIGID INSULATION TO I , COVER ELECTRICAL CONDUIT, VINYL BASE t- 2X4 STUDS 4 EVERY ASPHALT SHINGLES HEAD 401 .\ OTHEP FLOOR JOIST t S CA LE 3 = i�-0 ,� 3X6 WOOD DECK � ASPHALT SHINGLES _ ON 15# FELT _ '� ATTACH 2X4'S TO FLOOR JOIST WITH 2 - " BOLTS 2X6 DICK . .- { �` ` '_ " I- W/WASHERS - 2X12 JOIST - > p - - `:' ® 16" D.C. ✓y„ fes, , �._ WOOD TRUSS y s ,�`` ✓' r�: METAL \ ,� ," r .. � 'XV „X 1 " TRIM M - =�:/`r� .�'' EDGE 2X 1 2. o WOOD TRIM • U I b r CAULK -----r�- - ; , I i " GYP BD i _1X12 WOOD TRIM �1 I L f p_ �. 1X2 WOOD TRIM 4L 4411 j_ ;� ,� t " PLYWOOD DECK r i ► - - WOOD BLOCKING -i FOLDING DOOR k GYP. Be. yam' yd' ._.-.. . 1 X 2 W000 TRIM - _-.. . 1X6 WOOD TRIM i 1 12 z .. JAMB 402 ----- . „ STEEL BEAM CONT 1 NUOUS _ _� Com' F 1 X2 WOOD TR M-, 5 / .-T , �, PLATE (SEE STRUCTURAL) L IQ ,.* ` .f� 4X8 OUTRIGGER � ASPHALT SHINGL \ '� � ' _ - `�w n. - 2X6 T s; G WOOD DEC 'E. I' t BATT INSULATION- _ ` , �,j [',`,' .•71 � 7,1� 11 1, -� '�t:, "�+'(�'., 1X6 SIDING 1 i, DETAIL 4 07 HEAD 412 4X12 VENT STRIPS - - - -_--- ----- --� ,t t` _-2xQ W000 .�] rC. •'r IC..__•.--' J ,I i ! SCALE I"= 1'-0" f " GYP BID. � ��'" ' SHEATHING j Iry 1`� ; y. �--: .--.-r I.�l +- METAL DR'.!' --i 0 ,,�E PLATES ' - 2 - 2x 1 2 ON ,<� � I ✓--- ( �. 2X4 LOCKING 1 1 + 1 ' I i 4X8 OUTRIGGER JOIST HANGERS + 1 � � j � � i'c M ! , F, 4x12 wooD rlEAn z l TYPICAL ' ` FLASHIN I ' - _ 11X7" TRIM 12" 2, - 2X12 >> I I 11tt' � i r I i ' '• � ----------'COL � � , "X 4" TRIM FLASHING i 1 1 1,x4" TR I M 1 1, i 3 -0 I GYP. 80. �• " GYP. 60. r T lb I X4 TRI AD 8 HEAD 410 JAMB 41 411 HEAD 40 � ;� HEAD 40 � . " SHEATHCD 2X46" OODG• ; HEA D 403 � 7 , . ,.CONDENSATE 4 SIDING r }�' - - _ L j . _ I GUTTER - 4 AT J - ` SHEATHING ''� �� _ j "�--E �„ 11 . ` ,. _4X8 COL I I 4X8 W000 LUMN _.._..�_ -I. X4 TRIM BASE - CAULK-'' l / ' SHEATHING } MEMBRANE - ` r �X4„ I ,t WATERPROOFING �► � j rt_ I X8 WOOD SIDING = CONTINUOUS -- Y_ 'N'{. ;' CAI'+.K ,'� ( :�-``J FLASH I NG 1 „ GYP. B0. SIDING 1 • BATT I NSULAT ION �4 I I � � �1--./^ �'_�-1-- -= -'-�v�r--•---- h. SHEATHING 1 /1 •/i 1� 11 3J1 L! 1 2111 SILL 411 S I LL 414 WALL SECTION WALL .,SETION JAMB 404 JAMB 406 SILL 409w SCALE . 3/4'� = 1'-0" S C A L E � 3/4 = C-64 , , ..,. - .....:.. Y _-.-,y-.-.... ......... .,. �.p„tir, _.. - .1 . '. - ti: • +11. •.Ld!_. .rMl•" y 'YIe'e ,i'..,i.x- .. _ .. .,�� ". . ... _. .._` , 7. �._.... _.._--... .-_- �-...r—... ...—.,ter, _....._.-.. . --- sr............-_ . ....+,.......... ...._..F •.,,. ......A7...+,.r+rwwur-w- _ ' 1I1 1I � ISI ISI ISI III iii I�I SII III ISI r 11,1 III ill ISI ISI ill ISI ISI T i� NOTE. IF THIS M ICROF I LME D I Z �J 4 �' v __ _L- -- DRAWING IS LESS CLEAR THAN 1 -- - - THIS NOTICE, IT IS DUE TO —-- - — - - - -" THE QUALITY OF THE ORIGINAL £ Z Z LZ Z 4Z tZ Z Z LZ Z t3i I LL DRAWING. , '�Illi �jjj �i�ili!jj �ijjliii� iiiil<<i� ij�iljj►i ijijli�jj iiijljii� ji�jlijjj jjjjlijj� jijiljjjj jijjljj�j jjijljjji jj,,. M11111111"111<ili�<< ��<<I JUN 29 .• ) 1990 1P h , T�r 3 112" r... W FOOTING SC H E DU ! E � ! #3 412o.c�11 ;s1DEWaLK � a ir MARK SIZE THICKNESS REINFORCING if A 2 -0' X 2 -0 1 - 0 3 n 4 EG FIN. GRADE E WAY r , - B 3-4,� X 3'-4!' I - 0Ono 4 EA WAY' S "1 Q r� ! t EI NF: I i f REINF : N `� ( . ._..--REINF; Z lis CONT. TOP, I 2 x5 CONT. TOP W 2 #5 TOP C 4'- 0 X 4 -0 I - U 4 no.5 EA. WAY w ; _ 1 Z § CONT° BOT', t1 - 2 #5 CONT. BOT ►•� f 2 #5 eoT, -.. _ of b f �3 .L 24" O.Cj. - a3,c� ,?'�" O.C. ! 1 , 310 w 24" O.C. J N wf W �._ SEE SCHEDULE FOR 1►- REINFORCING 1 ' -U„- 1 '-O” 1 1-0 11 SECTION - A SECTION - B SECTION CTI ON - C SEE SCHEDULE ` r � W TYPI C AI, FOOTING DETAIL21-0" SCALE 3/4"= 1-0 N3 ? 18" U.C. — 1%) iz ' f EE SECT. A ul REINF: b� I J I FOR REINF. N 2 + CONT. TOP ^ N! ( 2 #4 CONT. SOT. -�/ 146'-6" REINF ; ' W' N3 3 24" ___------ ------------------------------ - ----------- - -- --------- _-_-- ---_ --___.____-- - _ ____ _--- --- __._______.--- - ---- -------- --- ----- -----_.__� - -- -- -- _ ---- - - 2 TOP II .C. k 5 ' N f .� 'n i LI 'f] 0 ...I 24'-O" 21 '-011 32'-6" 21 '-0" 48'-0" 2 q4 INT. —�, -- ------ ------------ ---- ----- - — 'Q --- _ -�—.. ---- a3 �f u� 24 O.C. Ile- 1-001 - --`-- -- �_ 2 #5 BOT. ,t_- �7 �� 1~ � � 1►I 8„ , ,_0„ _ i SECTION - D SECTION - E SECTION- F SCALE :V4 1'-0" 1 -CUT TOP FLANGE 8 I S 1 pEMA1,K . 3- " 0 BOLTS ---� OF BEAM FIN. FL00�_-_ lic _ ` A - --2X6 NAILER BOLTED - - -- - --- -- ----- - �---- __�_ - _ -_ TO BEAM -- - 4-r," 0 BOLTS I I EE PLAN FOR BEAM SEE SECT, C ' A i I 2-2X12 " FOR REINF. 31 _011 I SPL- 8"XI/2"X0'_9" f - t - --PIPE 3 STD FOUNDATION NOTES 3/16 CIO - _ 1 . FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING VALUE OF 1 ,500 POUNDS PER S(,;. FT. - --- --- ---- ----- --- o ^ - -- — — --� �- -' -- - -- -T 2, FOUNDATION DESIGN IS BASED ON SOILS BEING SECTION G SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL V Ok CLAYEY GRAVEL, AS SHOWN IN UBC TABLE NO. 16 PL-8"X1/2"XO'-8" , I 29-8. ' 40'_0„ f • _ _ 17!-3" 17'-3' - — _ --_— I 18„ _ 3. THE CONTRAC%OR SHk� L VERIFY THE TYPE OF SOILS ' I 6 AT THE SITE. IF SOILS OF A DIFFERENT TYPE ARE I -- --------- - --3/4" GROUT GENERAL NOTES �-. T 6 PRESENT, THE ARCHITECT SHALL BE NOTIFIED PRIOR 1 . PLL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 POUNDS I TO START OF CONSTRUCTION. ' p SQ R -NCH. .� 5" CONC. SLAB OVER VAPOR A' "1 I BARRIER s 5" SAND FILL. I I 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING 70 REIN�OF';E SLAB WITH 6X6-6/6 I 4 , A.S.T.M. DESIGNATION A-615 GRADE 60 (60, 000 P.S. I . YIELD POINT), EXCEPT THAT l3 BARS WELDED WIRE FABRIC PLACED -z" 0 X 1 '• 'F" MAY BE DOMESTIr. STEEL CONFORMING TO A.S.T.M. A-615 GRADE 40. I ,� o I ANCHOR BOLTS 1 '-0 ' 3. ALL CONCRETE WORK SHALL BE IN ACCOROAOCE WITH THE A.C. I . STANDARD "BUILDING CODE 1 1/2 FROM TOP OF SLAB. — , , ` L„ REQUIREMENTS FOR REINFORCED CONCRETE" (A.C. I . 318-71 ). I +6 �+ f 4. REINFORCING BARS SHALL BE DETAILED AND BAR SUPPORTS AND SPACERS SHALL BC PROVIDED A I t- 18 -i -1B PIPE COLUMN DETAIL IN ACCORDANCE WITH THE A.C. I . DETAILING MANUAL. 5. PROVIDE CORNER BARS AT ALL EXTERIOR CORNERS FOR ALL, BAI,S MEETING A•r THE CORNER. CORNER BARS SHALL BE THE SAME SIZE AS THE LARGER BARS METING AT THE CORNER ARD SHALL PROVIDE A MINIMUM LAP OF 30 BAR DIAMETERS. 6. PROVIDE CORNER BARS AT DISCONTINUOUS BEAM INTERSECTIONS FOR ALL BARS IN INTER- SECTING NTER- SECTING BEAM. C004ER BARS SHALL BE THE SANE SIZE AS BARS IN INTERSECTING BEAM I b I AND SHALL PROVIDE A MINIMUM LAP OF 30 BAR DIAMETERS. f , f 7. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR VERIFICATION OF ALL CAST-IN-PLACE SOLTSj N INSERTS, ANCHORS, ETC. AND FOR ALL SLAB LEAVE-OUTS, SLOPES, DEPRCStIONS, ETC. B I A A �� �B I ' A A 8. 3 UCTURAL STEEL SHALL CONFORM TO THE A. I .S.C. "SPECIFICATION FOR THE DESIGN] FABRI- _ -6- - -_ j 6 CAT I ON, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS: SEVENTH EDITION' . - --- �- -` - - 9. WELDED CONNECTIONS SHALL CONFORM TO THE REVISED CODE OF THE AHERICAN MELDING SOCIE•rY. 00 - I r- � I 4-4 � 6" - � G'' - �♦ �' 10. USE ASTM A307 BOLTS FOR ALL BOLTED CONNECTIONS EXCEPT WHERI" WitED OTHERWISE. I I i D 2' - >I - � 11 . STRUCTURAL STEEL SHAPES PLATES, ETC. SHALL CONFORM TOM M.A36. B 0 12. ALL WOOD FL 400 ROOF FRAMING MEMBERS SWILL PROVIDE AF ,.CwA1L[ EXTREME FI SES ISTRESS IN BENDING OF 1, 00 POUNDS PER SQUARE INCH. STUCw' :olf't.l. 07 CONSTRUCTION S I 411-91, -17 3,,-- b I -fA GRADE FIR. 13. PROVIDE 1 X 4 BRIDGING IN ALL SPANS OVER 81-0". MAXI;41.1", 01BETWEEN 9R I DG I NG 4-4 AND BEARING SHALL RE 81-0". 14. PLACE A SI LE P6ATE AT THE BOTTOM AND A DOUBLE PLAT: ! "w TIYP OF ALL STUD WALLS. .;, o I C C I �T 2X S I LL PLATES S'MLL BE BOLTED OR SHOT TO F OUNDAT I Olt 90h A r ;" 0 'MUM OF 48"O.c. ��h} I � A 15. STUDDING SHALL BE DOUBLED AT ALL ANGLES CORNERS AV' AROUND 4L.',. OMNINGS. 16. UNLESS OTHERWISE HOWN ON P NS WOOD L I NTEI,S OVER ..'��VII iCti Si AiLL BE )(k11LE 2X6 So HEADERS FOR SPANS UNDER 61-0". FOR SPANS. 6'-0" Ts) "•0'' '4000 LINTELS SHALL BE . A i B DOUBLE 2X8 HEADERS. 17. WOOD TRUSSES SHALL BE DESIGNED FOR A ROOF LIVE LMD OF 2;' POUNDS ,AER SQUARE FOOT '_-8'1 _ OF HORIZONTAL PROJECTION. SUBMIT SHOP DRAWINGS F.v APPOOVAL. PA I OR TO FAIIRI CATION I SHOWING ALL LUMBER GRADES AND CONNECTION DETAIL '; Ff ; EACM Dv FEREAT TRUSS. IFA G I 7, -- ___4 _T1 C' I - SEE OPPOSITE I E, I - A 4 CI CORNER �- 4'' SLAB OVER 5" SAND FILL. I �O a I REINFORCE WITH 6x6-6/6 , N I WELDED WIRE FABRIC PLACED 1 1 /2" FROM TOP OF SLAB. I 4_ f I � F4 I k _ 721-0' -61, -- FOU N DATION PLAN SCALE 1 /8"= 1'-0" , _ ' �.. - ..... - - `-._ _- ..fir rt•+...w.._+...w�. Y�rr,_._ .,._,«. .fir...�.. ..++,++Rw+�........... a III III IIIIIII III IIIIIII I' I III III III °P I III III IIIIIII III IIS III II ! III II111I1 I I III III III III III III ISI I I ' I f � �� III I�N' I � I ILII LI III III IIIIiII III III Ilill IILr — a. f l I I I ,� I I I � I I � � i_. I . �..T I ISI I f 10 I I 11 I I 12 �' `` . l �_-_____�_ _ - _ 1 _ - _ 1 NOTE: F THIS MICROFILMED --�— — -------- � — -- --- �. — --L --- 1 C^AYIING IS LESS CLEAR THAN 1___ __J THIS WrICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL — — — — --- — — — — —f — — — — — — — — — — -- DRAW IW. T1911 II► Z1IIII71111111 1ZIIIIZIIIIIIQIITZlllllllliZllilllilliZllllllill7i.lllllllilZlllllllllZllll1JI8III1111I 111B�1 [ I IILiiIIIIIIIIIIiIIII�!I!I�ilI �II [ 1► EI�i illiIII�IIIIIII[IIIIS III iIIIII11ll8llll�lllll18ll1111 lllllliLlll�llll1�l9lll�1lll�1 41 llllllllil JUNE c9 ' 1000 lllli.IEIIIIII�IIIiZlllllllili111�i�ll,.ll : :I- , W4 4x8 1 o ! 0 12_ p o V t p O --CEILING DIAPHRAGM MADE OF / 6x6 �\�\- 5 i GOO �� O0Op ~ J" PLYWOOD WITH BLOCKING AT 2-2X 1 2 ALL EDGES. PROVIDE 80 NAILS PIPE 3 STO PIPE 3 STD _ __ __ 6x_ 1-2 \ ,, k .4T 4" 0.C. AT ALL EDGES OF PLYWOOD §HEETS. W 12 X 16.5 `2 X 6 STUDS! ---r- �____ __________.____+ �- _ -S I MPSON TYPE S 1 MPSON TYPE r ECC COLUMN CAP CC COLUMN CAP • / / r 2-2X12 DET. 4 DET. 4 1 00 BAPTISTRY / I I I I �� L O O j (SIMILAR I • 2X STUDS � " 1I 12 8x8 roLS � 1/Z 1 E 3 P STD _ v T 0 1 1 00" 12 5 I �, C� pO I OOgC.) 0 -- - I s -0 0 00 15' 8" 8- --- ---- - z-2 X 12 � 2-2 X 12 ---- ----- _ ----------_ ------------ - - -- 00 CEILING DIAPHRAGM DETAIL BALCONY FRAMING PLAN ELEVATION C-C DETAI SCALE : I/8"= I�-0" �\ � SCALE i/8 � I 0 SCALE � I/4"- Is -0" p (J SCALE � 4 � 1'-0" •. _��, r'�•; p� 3/ 2 SIM DIAPHRAGM SHEAR WALL NTE `, �� - ° 4 X 10 I . ALL EXTERIOR WALLS NOT NOTED OTHERWISE SHALL HAVE /1 b" MINIMUM F18ERBOARO ,� ! 4X ., ` ' SHEATHING OF 4' X 8' SHEETS NAILED TO STUDS WITM N 8A. OF 2 S1M. __ / ``,i\ r✓� 1_2 _ �I'f�� t';''�' NAILS, 1 1/2" LONG WITH 7/1G" HEAD. NAILS SHAL1. BE SPACED AT 3" O.C. .,�",� _ �' �- 1 1/2" AROUND PERIMETER OF SHEETS AND 6" O.C. AT INTERMEDIATE STUDS. 4 X 10 / \w „ 4X4 �,,` l5 DETAIL 2 „ 2 SIM. x ��__ �� J >v 3 SIM. / X ? SCALE 3/4of I�0 2. ALL WALLS NOTED AS TYPE 1 SHEAR WALLS HAVE 3/$ ' STRUCTURAL 11 , C-C EX- °.° 4} >K r 4x4 TERIOR OR STANDARD PLYWOOD SHEATHING NAILED STUDS WITH 80 NAILS, NAILS !� SHALL BE SPACED AT 4" O.C. AT ALL PLYWOOD EDGES AND 6" O.C. AT INTERMEDIATE SPUDS. 4 / < �� a x4 x \ i� ,7 4X4 _ vzr ►'- DET. 2 DETAIL I c► 3. ALL WALLS NOTED AS TYPE 2 SHEAR WALLS SHALL BE THE SAME AS TYPE 1 EXCEPT •THAT _ _ _ X6 X ,� uj 4. "4 4X6 , r NAILS SHALL BE SPACED AT 2 1/2" O.C. AT PLYWOOD EDGFS, � __ �~ � � Q� �►' �%`ti �` 4X10 DET. 2 4x10 x O 4. ALL WALLS NOTED AS TYPE 3 SHEAR WALLS SHALL HA 1/2" TRUCTURAL I 1 CtiC ''� i ., / 4 • ;,� # �'.' ,� 4 , EXTERIOR OR STANDARD PLYWOOD SHEATHING NAILED T WITH 10D NA I'(S, NAILS I DET. 5 x SH:+LL BE SPACED AT 2 1/2" O.C. AT ALL PLYWOOD EDGES AND 6" O.C. AT INTER- .I- t�X6 COI. I I a - j "�• �{ STUDS I 4X6 , DET. , MEDIATE � I I 3 r� TYPICAL TRUSS DETAIL R WALL TYPE I /n t- - . - �~ SCALE 1M" 1 DETAIL 3 i- 4X6 COL 4X6 COL /� 0 BOLT SCALE 3/4" 1' 0" � s•, h A ' u- TRUSS T-2 TYPE I ,,,'6x 14 ,L -6X14 - I 3/8" BE 'I 77 L 4x8 coL BENT i f � 1 11 ' r 41,• `r T—• PL - L-4x3x1/oxo -5 1/2 " - - — . 0 sl x _ TRUSS T-I I k -- — l '8x 8x8" ( ,/✓ . _ I,,,,1I .,211 8x8 COL ' CUT TO m \ --- BEAR _ 8X8 COL — — i W 4x8 col __._ --- •. ; ' , DETAIL. 4 j TRUSS T_I SECTION A DETA I 5 SCALE ; 3/4"= 1'-0" SCALE 3/4"- I'-011 4X8 OUTRIGGERS I 4X8 OUTR 1 GGERS SCALE 3/4 =I-0 48" 0.C. — __._ __ 4811 o.c. J -.-. N �D O -- -- _ - -- __.._ 4x8 COL x x - -- _. - -- - - - - - _ _ - - _ — _ 8x8 coL � t I - - TRUSS T-I 6 14 1 4 V I WOOD DECK O ° - -- -- R E 80 E 8X8 COL �a � F = _ 00 T 5 E S I f p _ I 1 6 14 \ o. O O. = � - T , LI TRUSS T-I _ -- 4X8 ' 48" D.C. v Rr` 1.1 1 _ — 1 4_1124 -- ` ,� 24 ' ac. =_ I - — _ __ I b 14 z YT1 J __ I J I I . I I I 1 I , I i �` I I r I' I aXa COL W I♦ =cc I �- L!l li 6 G -- I I I I I — �c I I 1 I 1 I I I I I I 1 4X8_ 48" O.C. J `A W DOE aW I I '^ I X 14 W 0 O Ca P zu 0 U SE • 241 0. C. I " �1' I 1 I tA I-1 - - x8-- 48 0. WOOD Ru S 24 ' o 1C. 3'-0" �I _ - p I 1 4 8k`3 COL 4 I , --,- - TRUSS NOTES �,{�• � ���� 4X8 OUTR I GGERS 1 . LUM 'ER SHALL FURN I SH MINIMUM ALLOWABLE STRESSES AS FOLLOWS BENDING - 1 , 250 4x4 COLUMNS � 48" O.C. TENSION - 825 P.S. I . C5MPRESSION I TO GRAIN - 1 ,050 P.S. I . DETAIL �. 2. CONNECTION PLATES S'IALL BE 4" THICK CUT TO CONFORM TO TRUSS PROFILE AS SHOWN ON , r� DETAILS. SCALE : 3/4"= 1'-0" 3. ALL BOLTS SHALL BE 3/4" 0. 4. PLATES SHOWN 5N DETAILS SHALL BE PLACED ON BOTH SIDES OF TRUSS. 5. TOP AND BOTTOM CHORD SHALL NOT BE SPLICED EXCEPT AT CFNTER OF TRUSS. 6. THE NUMBER OF BOLTS AT EACH JOINT SHALL BE AS SHOWN ON DETAILS. ROOF I, FRAMING PLAN 7. TRUSS T- 1 IS SHOWN ON THE DETAIL - TRUSS T-2 IS aIMILAk. SCALE : 1/8"= I - 0 { a� KR i ..rlr^yyrq i' « . w + . .r r v...–•.0 i►' r L... - cr.+ 'd�+ " r .. J' ,y nom. p -- « 11lIIIIIIIIIIIillllillflllllllllllllllllllllllillllllllllllllllllll ' IIIIIIII 1► 14 I- ,� I" V I I I III V I Ii � -� �•,.� -" �• NOTE: IF THIS MICROFILMEDAll I 1 1 2 1 `7� I 1 G I I • I� I +1I 1n I V I I I 'Y r DRAWING -� --1 -- - 1 ---- - ---�—- ----L --- --- NG IS LESS CLEAR THAN -- � +� THIS NOTICE, IT Ir DUE TO THE QUALITY OF THE ORIGINAL -- -- - — -- -----DRAWING. t. Ill, Z 1�ZIrl 411 lllllll I �II�II + ►� Ito » ' IIIIIIIIIII Lill ILII IIIIIIIII IIIIIIIII Iililllll IIIlllill II Illl�l IIIIIIIII IIIl1111i IIIlllllll,. II IIIlllll ILII) I ilk II,IIIIII ►. III I lliIII llilllill 1 III I Ili,l 11,1111 IIIIIIII,flllllllllil 11111111111111 I NE JU29 1990 , s 1/2a 41 rR rE A'2D 'hk2!/ T/h!L'cLcaGK NIA { AN A-9 (PiQv�NGik NV6rAL1. T/ K P4 ' /NAIP_CW RAO,//O)77Nf6cL crx - --•�V'�¢ BNAC L d'•=ZrL hlR. Sk/P-A-LaAY I � ' '� c + C SOV /¢ s^,vr, /20V /ZOv tw.w'Ll6r�,4 F� 9 8 �� CA&r LIGHTING FIXTURE SCHEDULE �o,R ,e,+,.0 7•"5-qty) - ; i I020 1 G tsy,v�/.vr) ,�a 1 y TYPE DESCRIPTION VIIP( ;� I.!.1._ 1 WTI _ -� yrp fb+:AVAPlo/M'at'ir U',uME'r? CD/YTfdI�L `AT 2' X 4' RECESSED FLUOR. FLANGE TROF•FEP., ACRYLIC PRISMATIC / / / 'f 5r.�r/0AV ,` ( � A A% ) LEN I N FLUSH STEEL DIFFUSER FRAME - 4 F40/WW - L I THON I ^ -_ - - -- -- -- _ •�---*- - //V 7 O�O � /°KJ ! -3 S t LAMPS A i.,L.. 1 0 1 ' I - ss2F440AI Z. ! "9" 3' LONG WALL MTD. FLUOR_, ACRYLIC WRAPAROUN6IFFUSER, CHRII;4E r '� 1�---�J FINISH, 2-F30/WW LAMPS WR I GHT 0-MFG-230-RIS-A. ct-A A Q A L_J A �r 10� 11 a •. _ i' t - - " `N a I I ,fir w.ut� Pte.^/�.: "C" 1 ' X 4' RECESSED FLUOR. FLANGE TROFFER, ACRYLIC PRISMATIC SMAT 1 C LENS 1 �; c _. / /slvV, /�`' '�/ S S S $ S S S l / v,/� 1tTl 1 I I i - /.P-20A S!A=dk IN FLUSH STEEL DIFFUSER FRAME - F40/MW LAMPS - LITHONIA - _ 4 4' F 240A 12. ti , L - - .� D WALL MTD. INCANDESCENT, WHITE OPAL GLASS, BRONZE FINISH, ALG OrN,RR ,D/MNt vaACL 1-100W A-19 LAMP - MARCO N B7-8RZ. ' Q 5['..;o r.rATB B T.�,voA,ap ►titA L L ,iox �� • A-1 A-3 Q A- lvr -,BiLEC7, WT,Ip !q• N �' ,e' A�-/,po � 10W, A-/gm OM A- � ,:1� aA4'p aLs F'1 RECESSED I NCAND. ON. O , BLACK GROOVED DAPPLE, W'�1 TE 'TR I I+, 7 T/ Q A A Q U 1-150W R-40F1. - MARCO ,q D4-T407. y �, A k t✓V UNIT 2 -- _._ h/ V UA/;7'�/ �� _� - ® /MM/N6 R/S�lic^ ,D/•4 /►�/ MD S�Lt "G" WALL MTO. I NCAND. , WHITE POL"-CARDONATE DI FFUSSER, SATIN ALUM. F arx,'7. L.7 5w• ---- -'- --� - FINISH, 1 -10OW A-19 LAMP - MARCO N B2-SA. ';. C 'r - ' -_a _ _ •ir "H" 4' LONG. FLUOR. STRIP, 2440/WW LAMPS - L 1 THON IA i C240. r AIV �` B --� - - '41-------- B•5 11 ' ' 4' - 2 F40/WW LAMPS - WRIGHT ` �-.T-.� / _ �� I J SIMILAR TO TYPE B EXCEPT LONG 1 ,2oV, �, Q i A*-alV r#/ #BKPG - 240 - RS - A �-�•• 3 A 0 I A A _____ ._ ..._.. _ _�__.. ILLI' 2' X 2' RECESSED FLUOR. FLANGt TROFFER, ACRYLIC PRISMATIC LENS { A-23,25 - IN FLUSH STEEL DIFFUSER FRAME - 2-40 V/WW LAMPS - LITHOMIA wP T1�7 RANGE gq _ DI�M�IIMF� NQ 8 NII/ - -'---- L; �+ 2F 2V40 Al2. M - -- - SYMMETRICAL- _ i "P" PENDANT MOUNT INCAND. ON. LT., CLEAR ALZACK-CONE PcFLECTOR, ' `+ 11�, 24 LONG STEM, BRONZE F 1 N I SHL/ 1-15OW R40FL MARCO !/ SP117 9. 260V 30AMA _ -- �r �- �''`' -- - - �-�•-� -� .' , �'ECe P'TAC:.G C C F F F �'_.` , C `-�_�+•+-IC C C y 11 1, -kk I Q PENMNT MOUNT I NCAND. F IY T. V I RG I N WH I TE ACRYL 1 C PLRST I .. �-Ma9 C C T �tYv►,a rc C C C - •w CYLINDER (24 H. X 10 DIA. BRONZE TR!M, >3 -0� LONG SEEM, „ A� H � H ,� 4' ;r+P�S �_ r ' ADJUSTABLE SWIVEL SOCKET FOR SLO FO CLG., -6W A-19 INTERIOR •°�'^ ,;dv®-� (, �_ / X56.? C I _� --- A- kl F AT'�yl) Ar 13 A� LAMPS b 1-300 W R I�0 Fl. ON. LT. - MANNING � LPI 40 f1 v/U/Vrr 4 _ J .�: �il-•?, i � J C - ---�{, "S" AD.iJSTABLE i NCAND. SPOT LIGHT, SURFACC MTD. NATTF. NL�i',K ` ' � '' .f' `W _ FINISH 1-100 W PAA 56 NSP - LIGHTOLIEA # 7529• ---- I C 1 F F C C C -----� A-14 ' 3Y- /,,lo P/?ov /� •- - ♦ C - D X . _ . I k C C V "T" SAME AS TYPE 'T" EXCEPT W/ 4' LONG STE1N. A-29 ,A_1�- �I© ' 1 H VUN? C ke 3 C _ - E ' 1 "V" SURFACE MOUNT I NCAND. DN. LT. , BLACK GROOVED 9AFFLEy'. BRONZE - -- - TF l;; :F 111- F F �'F u >= F/ F F ► F1NISH, 300 w PAR 38 FL - MARCO #SP108-9. ABIOVA cG.&.) .� - G -.-- -----------------.- ----A_(9---- -- - . _ .._- / 1 i C C _. _ _ t f 11XIO EXIT L I GHT, WALL MOUNT, 6" HIGH RED LI�TTEPS ON, w"I A #ACM r - _ { Y - :_ „ - +`---- _ SINGLE FACE DOWN LIGHT 4V It -25W/TG 1/2 120V LAM�r + CO jxwl-DL . g..l I _- I►-27.�„_-mac P ` "Y" PORCELAIN SOCKET, 1-60W A-19 - P&S #44. + P I P P P - P •" ►-_ -- X 'f--- V ' F i s x aSZ I a• L L L L L rf x _ 1' ..��-'r •1 ` }-} , '•�� . T.4'f" QIP ' A- 15 iol to 1r9THFPH OCEL. ��' r ON CKT. X18 WP 1 ON A-15 , C1N CKT.A-I0 1 TH RU PHOTOCELL -� - -- -----tv� __ ._:._ . -._ .. .- ,.... ..._.. - _. .._.�_ __. -.. _. _ _ __ _ _ '► rt �w j-. P / SITE PLAN FOR r,ONT. �-- -- THRU PHOTCIC�LL . . ._. _.._._.. 2'` TO RISER`- - ' 111 ® ACCESS DOOR ACCESS D0 3/4„ FOR VA VE V/FOR HEAT " f TO MISER 4 ELECTRICAL PLAN -- - 1 1/2 VENT FR. 1 � RISER P/2 t P/1 r v,��a►�r r6-,c.�. cc�'vL�u�r�;,�,a�w%! �E-ct urac�ti � ,1— " W/Tl,��. Co. ¢ LOA' p' ,11 311 ,411 l WAT,ffR4.�V1rL GavrftX, SiAl wcr Auvo �//_.[. c`TO RISER SER WArAw cGWTRaiL ,ca�eAlN GONTr,�OL �N 4N 11 111. D 1%/ 1 1/211 I � , ELE3Cr,�c �t/G1 R .4N[� c%car_UG�4Ti, �?.(/2KW- b1AAAoI 260V, /0) _-_- TO RISER P/4 _^ r1/211 /2 /' P/2 , 5llp� 'Ak .VAGL/4/,V/ E3k/�[+ AN7/$,',oY.On/ VALV7� 1 3"� +• WC ' .' F / 3/4' �:� . .. ORO V`I 'rHAI *^I- URN I •• ' ` I 2" VENT tHRU ROOF- � / I -'RUN 31411 C.W. BELOW SLAB 3/4" 3 / ♦. "• / t1 „ C �+ 2 ' SEE FLOOR PIAN 2"✓�A/T-� 3 ' 311. 1/2 FOR CONT. ` '' ��3"FD r _J� �-aR•'./!v ..� _-___�_ _. _ --==-`___nom"-' �---__ __ __ _—___ � � � - � ,; ; WC 411 rill ----- FR RISER I 2' . 7. . ('- r �%/Ar P/4 ' 311/ ` 411. wC ., OM RISER BAPTISTRY PIPING ' P/2 A,C7Tro 1SCIA WATER LEVEL CON�FR(1l �.'►r P- P - ------ 1 -- - ---- 3/ TEMP b PRESS REL1E W/ANTI-SIPHON VALVE W/FULL SIZE p 1 1/2" .a DISCH TO FD t "3'' F.D. IN MECH RM. ,t k 411-, // 3 3/411• 211 . �' f ® SEE. SITE PLAN SEE SITE PLAN I FOR CONT. ---- 1 WATER HEATER SET ON 3" THK. 1 " ' ,acEY ROD 4, 4" 49F .U. > /� L� ! SHUT OFF RAQE G O. HOUSEKEEPING PAD "NATIONAL" 11 4 , 1/2" DRAIN NRG 30-S 30 GAL CAP. 4500 WATTS 206V. IPFI -- - _ -_ --- - - _- _ - VALVE VALVE !i ICcvvoL LA .40 00 1 , 2' WATER HEATER -- 1- -1 �- 1 I OVERS'�,Qw 11 L'•ll�1r•T Z" /PMT TNR(/ �bll I I 1 L'A� 311 7" I _ - - - 1 1/2' I 21,- 11 / 11 211 SINK 'A' _---- - --.-_._� 1 - - - L- -- -II X11 Doi" WC C,111 L 1 A 1 4 - -- - --- ----- -_- 11 __ 2'1 (211 Tlc 1fAl. wC , 1 __._. _.� � >G� •,a ',, _ 2� _E.W.C. SEE FLOOR''' /, fir. N (2' P-TOP •' �a "�i►. � PLAN FOR CONT. 3"F0 __URN _ EwC S.S. 311 W L' ' I 311- S.S. _ - -� ---- _ ---- --- u PLUMBING RISER DIAGRAM NO SCALE PLUMBING PLAN 1/8 1 -0211 BELOW SLAB • rt.,, 'L. N ��� SIC d jr... , :... :s ; - :.=1: '2" STOP VA b 1/2" DRAIN VA. IN C. I . BOX IW/C. I . COVER SET COVER FLUSH W/GRADE lip M y. , t ,'•.a -- ...,. • _ -'.-._......._ .y .Y!rw.._Ham... ir'K / ► i1W..i1kwNA y . _ '+" - -- .. ,.. ..- .._ -- - ..-'!" -• '........-.rte...-.-.... -...r. ._ .n..wr.. .r,rgn.. ,... s .r► llllllllllllllllilll ,JllIIIF� � i - 411[ Ei a..� ► � � i�NOTE: IF THIS MICROF ILME D �i _ _ �_ _ DRAWING IS LESS CLEAR THAN r THIS NOTICE, IT IS DUE TO TNF QUALITY OF THF ORIGINAL E Z 8Z LZ Z 4Z Z 7 L tZ Z gtLt 1 I 1 [ £1 t tt t '8 8 L 9 1i ► I £ I r tr N1 I,�AwI I I I I ,1��1 iiiiliIII IIIIIIIII Iiiiliiii I►,�lhill liii� iiiifiiiI ii�i ��iil►ii� ii�iliiii�ii��(�ii� i�iiliii� iiiilii�i ,ii�l�iili��iliii�,�iiil�ii� ii�iliiii ���il�iilii<<lili� iii�liiiill. rrrrll„1i���) NEU 19 9 ® » PANEL BOARD SCHEDULE PROVIDE PANEL SKIRT - - ---- ----- FROM TOP OF PANEL TO BOTTOM OF OVERHANG HEATING and VENTILATING SCHEDULE _ I � I � Mahe 8rookers _^�-- ` =----==--- �'- —r"-'� ' MOTOR DATA _ ELECTR_ C HEATING Ptx►M Con6At A Wr• ServesMIP VLTS HSE CYCLE ,W, VOLT OPAKS PHASE MANUFACTURER s NUMBER R MARK Slid Type No. POWs Size ►fit.:_. _. DESIGNATION CFM EXT. S. P. N. H. �- - - -� W THIS EQUIPMENT ON EXT.WALL "A" 225A MLO " 12 30 1 20 GEN.LTG, s PWR. "-� t H• b V. �1 12U0 .f, _ 1 /2 208_ 1 60 11 . 2 208 1 CARRIER 40 E§ gis T G C�a�7 �''���`r I H, s V. d2 1 200 0 1 /2 108 1 60 7.52 208 1 CARRIER 40 ES 210 - -- E 1 20^ SPARES l' 1E Z o fo V/.'R/V& Co,'VN- M �� i '4 G7."JiY w Pit I 30, 4W �• M 0I ri H, s V. =3 1200 .6 1/2 208 1 60 7.52 208 1 CARRIER 40 ES 210 � . i 17 / I I N M ^ w A a. r r �.�ri I+ 11 EMPTY CONO. TO ' _ �' _ H.s V. a 7 1/2 208 3 60 _30 208 3 CARRIER E 10 8 _ 1UOA Milo 1/211C hl2 11 1 10 GEN. LTG. E PWR. 1 ', 4 5000 1" 110/208 t"C 3+x6 1 2 SO RANGE METER AS DIRECTED FST + ' r� H, s V. 75 3'00 1 /2" 3 208 3 60 18 208 3 CARRIER 3 E 08 _._. BY POWER CO. PAD f C j ------ 4 1 2U SPARES MOUNTED TRANS, ORMER I MAIN I A B , 4W H --- .� BY POWER CO. \ PANEL L? l t 's �� _ L1 �J' Lt L,.t * lL } L . ,,,.,, PANEL SIZE NO Ti:R�^ P .E5 I E 5ERVLS MP, r 'IMP,, 600A MP-1 1 1/2"C laa 1 1 3 115 PANEL 'A' T I it as r c 120/908 MCD MP-2 11/4"C 4+x4 1 3 0 PANEL 'A' L / FA N S (�} ;0 4W MP-3 1"c, 3N4 1 2 90 A/C UNIT #1 (G[T.q 1 ) \\ q L9 °.,°. 00 } $ 00 ,s, 00 lie C) 00CN _ W ATHE PROOF) MP-4 e,c, 3#8I Y SO A/C UNIT til (CKT. a2) i;it , I 2P ArxiTT- ,:. � Y00 eq N to w FAN WHEEL MAX MOTOR DATA MP-5 "C 3M8 1 2 ti0 GOND. UNIT N1 CABLE BY POWER COMPANY' �'� 6W./GONA/• oN c ,. a Q i > as r >a tia .`V. <.ti!'r'C� - I".,�! � Y ze r^ «. N0. CFM S.P. DIA. RPM MIN H.P VOLT PHASE CYCLE MANUFACTURER g NUMBER REMARKS . 11 A H b V UNIT T 1 2-4" EMPTY CONDUITS- L c Y Cr ^ ' 11,14 MP-6 1--C, p4 1 2 9 �' o0 3 o o 1 350 1/2" - 1550 1/10 120 1 6 -COOK 9 Uc 15p (POWER CO. TO PROVIDE -' J `� �'' n > > _ M mono MP-7 1"C 366 1 2 60 H b V UNIT 2 a; FULL CONDUCTORS) 3 Go Z ao ao M N V N N ][ a u, m v, •- r r„ er• N w ,� '- •- oe �� 2 1�0 1/4" - _ 1550 1/20 120 1 6o COOK 7 C 15 W w M H� IIUNIT -i N ~ .•- 'it it ct -fit �: d w MP-8 I 6 1 60 H V 2-4" CONDUITS EA. W/- -- ' _ _ •� �- ►- }- ►- �- x o. c: ��- 3 100 . 375 - 1550 1 .5AMPS 120 1 60 COOK GEMINI 10 - 1; EXH, fal W/ WALL _CAP MP-9 1 1/2"C 3r 1/O 1 3 150 N I` V UN IT F4 4-350 MLM (THW.C0. ) a m r �- : s x'11} a �' x _ 4 1 100 .313 1 AMPS _120 1 60 COOK GSM I N I 10 - 1.15 E&- Q _ I I 4 i 4 �- H b V UNIT L�`� P'R/MARY Y.6. C.AA.;,S 70 -.1 W p > y �. .t an as - x - -_ _ _ ems, z u z +•� ,� +o t� z _ _ 00 / 1 �� /4 1 0 6 COOK 16 CV I N-LINE RELIEF81A FAfI MP-il 1/2"C 3�1 1 3 15 FAN C C6 q o = = x = = U. � 6. � 6 8 0 1 /2" - 660 1/4 120 1 60 COOK 21 UC B C.anir�e.ac7'IaR ro r'R'o�%1r�F door "TP, R&LIU AIR fA MP- 12 1 /2"C, Z#12 1 1 15 FAN #6 3'Gw5E- 7RWYC* �e NO SCALE _ MP-13 1 /r'C 2N12 1 1 15 FAN a7 7#4sG'`AA.a 6 /_4, I . SEE PANELBOARD SCHEDULE FOR WIRE, CONDUIT, E C/B SIZES 7 850 1i2" 660 1/4 120 1 60 COOK 21 UC38 ROOF MTD. RELIEF AIR FAM �►Ao-ry Pw cow:el,7 8 6•o !/2" - 66o 1/4 120 1 6o COOK 21 UC38 MP-14 1/r'C 2#12 1 1 15 FAN V8 U^� 7"4 �• ELECTRICAL RISER DIAGRAMi ��� -A^1wAe XarN volky, " 1 BAPTISTRY W R ?ITR 111 " 1 0 W R MIR. --- -- - (��G _ ' 4 T,0 1AtiT HTG. PNLS +� 100 SPARE PROVIDE 16 SQ.ET. OF RELIEF . EXH. FAN 42 GRILLES and REGISTERS MP-1 - -- 1 3 100 SPACE ONLY AIR LOUVER W/ BAROMETRIC RELIEF 1000 WATT RADIANT HEATING VOLUME E DEFLECT NP-201SPACEONLYPANELS 208 U., tPH „ 11 , , DESIGNATION DESCRIPTION CONTROL DEVICE FINISH MANUFACTURER 6 NUMBER � "" EXH. FAN #3 IN CLG:, rI, 8 X10 B - EXH. FAN tt4 IN CLG. •12X8 A CLG.SUPPLY YES BAKED OFFWHITE ENAMEL KRUGER SERIES 'S' NK I A I _- > I-- fl4O0 CFM 8 S " " KRUGER SERIES 800 rfFAN X615" UP TO C SIDEWALL SUP. YES " " " _ KRUGER SERIES 800 ��-� COND.UNIT �1 � , j rra�•covc.."�•,c� i ,201,X101' 811XI011 IBI ELIEF AIR DAMPE - - - -- - __ �--- ; . 12"X 1 2" NK'A' --1 ; 40o CFM l &V UNIT #1 SUSP. FR. 34 X 14 U P THRU ROOF STRUC. ABV. W/HANGER RODS b A/C UNIT NO. 1 : VIB. ISOL FURNACE: 0 RELIEF AIR HOOD y .5 S.P. 3/4 H.P., 208V; 1 PH; 18. 78 KW ELEC. HEAT 208V, 1 PH 'T°STAT- -----� � /�I .22" X 11" W/ 1"A.L. CARRIER 40 E S 325; 1600 CFM '� 18"x101, iD, - - H&V #4 I i a" X 1D" 'l3' 1311X1?" 'A' fj , f ; COOLING COIL: 12"X8" - > —4-o0 CFM TURN AIR DAMPER CARRIER 28 GSO42001 l CONDENSING UNIT: 15"X15" UP TO �'` ! c f I 121' X 12" UP TO O.A.- CARRIER 38 GSO42; FAN FLA 2.4; COMP FLA 29. 2; 208V; I PH; 42#500 BTU � 95 AMD. FAN7 �- 14 X 8 ` I 1 , INTAKE ON ROOF W/ 20"X10" 1 / O.A. DAMPER IN RISE 10 X 12 ` y :%� c J 12'`X12" NK'A' --- 4"X811 400 CFM I 18"XI oil a rig= RELIEF AIR DAMPER -10 X 12 34 X 14 /,o°x!By .=T' STAT , _.. . 12"X12" NK 'A' ' +� H s V #2 'T' STAT FOR - I � -16' " EFRIG. PI PING 400 CFM � ?6-26"X10" IGI H b V �1 t _ I BELOW GRAD ,.-• I I " - 22"x 12" H.6V. UNIT #2 SUSP.FR. 1-22 X112 470 CFM EA' y W/ IA.L. - - STRUC ABV. W/ HANGER W1 i A.L. 11$x 14"Xi8 "-' FLEX CONN , 15"Xi5" UP TO RELIEF AIR PAN {,8. RODS W/ VID. ISOL. --14x12 _ �Y` H. b V. UNIT r,4 __\ 18"X10'1 IBI' - 22"X12"W/ 1"A.L. 14x12 30" DEEP S.M. PLENUM 20"X10"-` 2Dx OUTSIDE AIR DAMPER. -- \ , RETURN AIR � --12"X12" UP TO O.A. INTAKE I +r- -� "~ Q �\ _- _ ON ROOF W/ O.A. DAMPER INR 5E REFRIG. PIPING BELOW SLAB EQUIPMENT ,\ � DAMPER _12„X12„ 'A' IN PVC SLEEVE 2 1A753 DUKANE AMPLIFIERS CONN. TO 72"X40" SECTION 12" CFM Ajt4•JV/r 12"X12" O.A. LOUVER 1N SOFFITT �4 20X 1 2 f '/ r'''�' 6"X 14" W/ 1"A.L. 1 3A14o DUNRNE L IUAL I ZER FEEDBACK FILTER OF O.A. LOUVER FOR 1'.6 V. 34X14 - - ! S 6"X6" NK 150 CFM 2 F815H FRAZIER JR. "Iv;ELANDER SPEAKER UIIITS • - _ _ S500 TURNER MI CH PHONE 20"X12" � 1 A-53M SHURE SHOCK MOUNT c -9"X9" NK 'A' - -- ` FD-70-W AND GRILL - -- RELIEF AIR DAMPER o.A,a• F� "X10"- 4 0 70 W SOUNDOLIER SPEAKER 250 CFM ,� 14"X18" _ 14"X10" F RET_,R N AIR DAMPER \ 20"X 10" X10"X6" B T r�,I 1 40o-17 SOUNDOL I ER CABINET _ ' ALL NELESSARY MOUNTING HARDWARE AND WIRE 96,IX4o11 o.A. - I ; \I ! ;���� X1� 1= -_-' y R:A,oaMv, 14'Ixto" +I�OII ;10"x 8" < "x9" NK 'A' LOUVER 36x t4 , 10 11e' 1++x811 24o CFM . 98 X 16 •24"X 24" FR 24"X22" W 1" "- ��xr4• � CONN. To 24"x40" SECTION 11 " 11 1, „ I I 12"X12" NK 'A' 12-91 ' $ X10 ,I -11 X12 NC ; ABV. 350 CFM EA A.L. � '',.,� ' � 1x911 NKA 11 I+ • v B 14 -x8- OF a _.11f11 L. c � ._ �° I I 1 1 I i OF D.A. LOUVER FOR -- 23 M 1 X 6j use ,� f� S00 CFM S I i 0 CF EA - O H. b V. +tl DA R 1 RELIEF AIR D P -►I II T STAT - _ - �--- - Y--30"X16" P TO O.A. 16"X10' - -- - AUX RETURN RR I�eV O"X10" �D,X10 E - RUN, BETWEEN HsV 1/5 I �` 14 b INTAKE N R00 12"X10" % - Z2 X14 10 X8 - .r " II _PAMPER __.� /h'Sr =�` _ rY, -- =--t1 11p � -: RELIEF 1 R FA c 5 LIP'b�jc ht4lPE^ �� '>�/._-'•'_.._-" M - \+2011X 1 D" ' 1 - 3 x")11 8" 1 1I 1I I1 1I 1 1 24"X24" `' ' STAT H V - -.._ W/ 1."A.L. SUSP. F . STRUC. ABV. \, IIx 11 n , I 14 X10 < 9X9 NK A v MIX -- AMP NANCT. -- ._ HI>:V UNIT �3 - - �� ROP INTO 24X12 O.A. DA PER ' 11 1 11x 1 3o xl r4 cE �' _—_ .�.. �5 3 ----- ABV. CLG. /- ��_�_ - 0X1 /1 4� �, �48"X36"'8' ' 24" X 2 " DN. TO PLENUM � �I I' 24A CFM � +J 3A Qa 1A153 xPKRS:. ' 22"X12" W/ 1 IA.L.- �' II ,I 26X12 - � '► 30" DEE S.M. PLENUM 1211X81, ,BI S X6 --_- - __. - ._ "xG,.%• l60c�►�� �_ - -�,, �„- �J 1 20 X12 r / - 8'1x611 2411 X 2 " RA DN b CONN. 10„x81, MI C 16"x t ?." 25'Ix 1411 - .rte - 6 X6 A - - ---- y IVX 12” 12"X12" NKA- 2Q"X14" 30"X14" O.A UCT 100 CFM f` ,�OC,ru+/Z Xam 290 CFM 6-26"X10" -12"x12" N A ``1 "X12" NKA �H S Y U�'IT 05 -12"X121iNKA 375 CFM EA 290 CFM 290 CFM 290 cFM ! � 1 2°'x811 'B' r AMP 75 won 130 CFM FA r � I r I HEATING and VENTILATING PLAN f S s 6 S!. f 1 /19"2 1 ' NURSERY 109 " �LQSBYLEEL�,l1�I HILP , I -'aKa4 �� � SOUND SYSTEM RISER . �¢ DIAGRAM r I NO SCALE a BALCONY ` . _. . ��. - �_ - _ _ - _ .-.�_ _�� . .............-r.. .......- _.�-........ ._-_ , r_� �.._ .���_.. _ .�................._._ . ., .� j ,. _.._„,�,,._ ..�-.._ .an ^w as r•-r+.e[ wit�•1^ ..u.,....,.. �;; � _ ...... �..t.. .,.. _-.:wrailr • . - T 1 III IIS 1111111 1111111 11111`1 1111111 Illlf 11111111 1111111 1111111 1111111 1111111 VIII 11111111 III 1111111111 IIT 1 I I I I I�I�III I�N� Illjll)II 11111111 1111111 IIIIIII 'I �III I :� t NO • IF TNI MIC FILM I I 2 I I i) I NOTE: S Ro E D Y --L—__----_ -�- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ..--.— _— - - _._ - __ _ _ _-- —_-- .__.-_ __ .._ --. -.--�_ --- -- £ ► £ I� � �,, ..�,, � t I,�►���II�I� I I II I III i i ILII illllllii illlll►li Illlllllllll�lllllllil�llilii i�iilii►i iiiillill illll!III Illl�illl ;� , DRAWING. ���� ��►�I���� ����I���� ����i���� ��.�,Iii� ����liiiR �i��liui i�<<liii� �uil�iii�ilulllll 11111+�I� ��<<III�I IIIlillll�,. ►I IIIII�III IIIII���I VIII ► ► I IIT II � � � �� i J U N El 29 199 Y � ' DIVISION A - BIDDING kEQU1REMENTS b- Pdditional copies will be pr,)v(ded at Gust when Architect ,ietermines IA-0? CONSTRUCTION TIME: Each Contractor ,hall include fn his bid, in the space that their need is ju5tifir,d, Other unnamed Sub-contractors and provided on the Proposal Form, the number of working days he will require to con- A I I NV I TAT I ON TO B I U: Vendors sha I 1 outs i r� the I r copies f rnm the Genera I Con tractor f roan p I ett. the work. This number of working days sha I I be wr 1 t te3n i oto thw. Contract d. After i toms covered by cash a I I owancas :,eve bet;n purchased ,,r awarded or ne<)u- LUMP-SUM BI05 ARE INVIiE:D FOR CONSTRUCTION OF THE FOLLOWING DESCRIBED WORK: his allotment. of the successful b(cider and as time fs of the ,essence the time r • squired, as tlated with Contractor, Contract sum scall be adjusted to reflect actual net 4N Surveys, Permits, Lawr,, Taxes r,nd Requl•jtions: Amend similar sub- evidenced in the F3id Form, may be taken into account when awarding the Contract, cost paid by Contractor for such items; If actual cost afi items (s less then 'a PROJECT NAME; SUuTHWEST CH!!PCIi OF CHRIST, paragraphs under par�.ira;;hs 3.? enc+ 4, 7 of A, I .A,eneral Conditions to A working d�jy shall be defined as a ca{endar day, not Including Saturdays, � - -�► x PROJECT LOCATION: TIGNRO, OREGON (DURHAM R0. AT S.W. 98TH AVE) g _un cash allowance, Contract Sum shall he reduced by ditfarence between actual cost Z W conform to the following requl► ements: "Owner w111 establish lot Ilnes, days, or Legal Holidays, (n which weather or other conditions not under control and Contract; if actual cost is rnor� than allowance, Contract sum shall be 4,►- PROJECT NUMBER: 7501 DOCUMENTS DATE: !WY 24, 1976 rAstrirtion;, and ermanent bench mark,. lines, of tt,e Contractor will limit the ARCHITECT: V. AUBREY HALLUM ARCHITECTS/PLANNERS, INC. P All other grades, , p performance of the primciple unit of work under- likewise increased. TWO NORTHPARK LAS T• SUITE 15U level ; and bench marks ,hall br, established and maintained by General way for a perlod (cantlnuous) of not IHss than seven ( 1) hours betwt,en the hours lC-0? CASH ALLOWANCES: syr " Contractor who shall bp responsible for same. Each Prime Coniractor of 7 a.m, and F; p,m, Legal H0II(JAYS for the purpose of this Contract will be: a. Allowance No, I : Allow the net sum of 5600.00 to be used as directed by the �i�•• 4 DALLAS, TEXAS 7,231 for his own W-r!� shall verify all grades, levels, lines, ar,J dlmenslons New Years Day (January I ) Labor Qa .� Y Architect for the purchase ,f Finish Hardware. All cabinet hardware other than ] � as indicated on Qr4wrngs. He shall report any errors or Inconsistencies Memc,rl.jl Day Thanksgiving Day that expl (cltly specified hereln shall be lncluded in this allowance. cls. o PROSPECTIVE BIDDERS ARE ADVISED THAT, IN GENERAL, THE WORK IS DESCRIBED AS FOLLOWS: to Architect beforh corrmencinr) wank. General Contractor Sha-I obtrjin Independence Day (July 4) Chrlstm�,s pay h. Allowance No. 2: Allow the n t A OtrE-STORY STRUCTURE OF APPROXIMATELY q, 000 SQ. FT, WITH SIDEWALKS AND PARKING IA-03 LIQUIOATEG DAMAGES: Should a Contractor tail tc) substantially complete Architect a sum of 5200.00 to ba used as directed by the and ply for all buildin r permits and like perrn(ts for the purchase of directory and door signs. AREAS AS SHOWN UN THE SITE PU1N. 9 permits, street use app y ng to the overall Project. Contractors for Mwork under ht Mechanical and Elec- s Contract on or before the date stipulated (or such I.-iter date as C. Allowance tJo, 3: Allow the riot sum of 112.00/sq. yd. to be used as directed by trice) work shall pay for inspection tees related to their work," may result from estenslon of time granted) , he shall pdy Owner, as Itcluidated the Archltect for the purchase and installation of carpet and pad. i A2 INSTRUCTIONS TU BIDDERS_ 1 . Cerrt_f_ic_ates for Payment: Refer to Paragraph 9,4 of A. I .A. General Con- damages, the sum stated below for each succeeding Calendar day that terns c, 1 • f the dy J4SEUILl31 PND SPt�j~jCAT1�N5: ditlons and add p.irrgraphs as set forth herein: "Except as otherwise! Contract rr,main unfulfilled beyond specified date, which sum is agreed upon as a DIVISION 2 SIT f ` L A. ALL DOCUMENTS FURNISHED TO ANY PERSON, UNDER ANY CONDITION, REMAIN providE:d Certificates will P - E WOZK provide for p.ryment of ninety porc.ent (90�) reasonable and proper measure of damages which Owner will sustain per diem by PROPERTY OF THE ARCHITECT, ANO SHALL. IMMEDIATELY 8F RETURNED TO THE of valuation of completed work, or for materials, equipment, etc. , failure of Contractor ya complete work wlfhin time stipulated. In no way shall SECTION ?A--SITE PREPARATION ,rchitect upon request .Ind, in .rnv c,i:;e, not Liter thin ten (10) days .tfter re- stared as stipulated herein. Retainage wi l I be deductAd from amount costs for I (yuidated damages Construed as a penalty on the Contractor. Lfqul- (n celpt of prcrpos,tl s . All checks for documents yh,tl I !;e n+..dc p.,yable to the approved by Arch 1 tett. Upon substantia I romp let ion of work, add i t Ione I dated damage amounts par ca I ender day she I I be 11 QO.00, 2A-0I CLEARING: t Architect , payments to Contractor may be made at di _.rrotion of Owner from amounts 1�1-04 MAIrJTENANCE AND OPERATION INSTR1JCTI0fJ : a. Remove all debris, vegetation, rubbish, and other obJect[onabl� matter from the retained under provlsfon of Agreement. find) payment w-II be made within Prior to final payment, the Gone�ral Contractor shall provide maintenance lnforma- buildin site and haul oft all mater) h. Prime Conti.cct Bidders m.,y obtain additional ,r_,5 at Drawings, ani' legitimate g a1 that Is not to be reused to a suitable, slaty (E,0) days aftHr final acceptance u work. In case of work that tion ar•d operations instructions for all equipment and systems provided under the dumping area as directed by Owner. �"" Sub-bidders and Vendors may obtain sets of Drawings, upon payment of cost �, must, of nr�cesslty, b© manufactured in as ante of time when it may be Contract. (Far Jobs that include all work under the General Contract, the rasponsl- b. Al trees, brush piles, rubbish, bed all dohrt�, on site t tl � c "'► . of reproduction plus 100% of such cost. Upon return of the Drawings in good a rr►t �f bidding 5nal I installed in building, upon previous appr, ,At of Owner, Surety and ble Sub-contractor, under the coordlnatlon of the General Contractor, shall be removed by Cho General Contractor In time to allow Hormel Sequence of site pre- "� condition, one-half of the afores.ald payments made therefore will be refunded. Insurance Companies, payment for such manufactured Items of work may be pravl�fe this information, etc. ) ?. Examination ut Uintuact Documonts: Tach Bld4er shall carefully examine all made u to nicht v pArartfon. 0 Contract fx,cumcnis arid all Addenda thernta, and stir) ) thoroughly tam( liarlte P a Y percent (BO,,) of Its value when it dither Is stored IA-0 WORK NOT IN COiJTRACT: C. Removal of existing taluses N. I .T.C. r sal i s tactor f l y on r,I f o or (�; I n Bonded Warc�hou 5es.. I f stored i n Bonded Whan certa I n i tams o f e „ n t" equipment and other work arra Indicated NITC (not in this 2A-02 EXCAVATION, E3ACKFILL, ANG FILL: h msc►If with the detailed requirements thereof prior to submitting a pro- Warehouses, warr+houso receipt must be tiled with Architect." Contract) or to be furnl�hed and Install©d under ether Contract, .joy require- a, Excavate to de the ro i f I'' penal , Should a Htdder find dl3crepancles or ambiguities in, or omisc:fons J p qu red ur grade beams and slabs as shown c;n drawln s. �. Performance [fond ,jnd Labor Material Payment Bond• Substitute the monis for re aratlan of opening, r 9 P P ( g, p ovision of backing, etc. , for receipt of such Excavate deep and wide enough to permit easy eanstructlon and removal of farms. from, Documents or should bo to doubt as to their meaning, he shell at fallowing for Sub;,aragraph 7.5, 1 : "The Contractor shall furnll,h a "NITH" work shall be provided to the General Contractor who shall properly form b. All excavation shall once and In an event not later than ten ( !O) days bH unclasslfled. No addltlonal payment will be allowed for Y y prior nd b o due-date, Performance Bond (n an amount equal to one hundred percent ( 100 ) of the, and otherwise prepare h15 work In satt,fartory manner to receive such "NITC" work. the removal of any material which may be encountered. 2 notify Architect who will , ( f nc+cess,3ry, ,end written Addenda to all Ij(dders• Contract ,ecurity for the faithful performance of this Contract IA-06 SUBSTITUTION 4F MATERIALS: „ 1 C. Excavate 2 under sidewalks adjacent to curbs and streets, 4" under sldewalks -•. ;,` Arr_ittect will not be rr#sponslhle fur any oral instructions. All Addenda and also a Lahor and Material Payment Hand in an amount not less than one When "equal to," "or approved equal ," "oqulval,jnt to or wards of like intent are building to curbs. t. 11 S en to l3iddArs wl ll become ,t part of Contract Documents. After bids are re- 1 e`'` , hundred pereent ( 100'0 of the Contract Sum or In a penal sum not less stated in connection with a specified brand name in the Spectflcations, should d. Excavate under as haltic avin as nee ss r 'r C .3 ;6h' ► r ' f ' r�1 ved, no a I Iowancc, w I I I ba made roc overs Ight by BI dder, P p g e a y to accoarp 1 , ..h pracedurP_. listed I n Q • ,M y�, . than that prescribed by State, Trrrrltorlal or local low, as,ecurity successful Bidder receive quotations for other manufacturer', products which Section ?_C. P �. , 3. Examinatlan c,f Cc,nditiuns Affecting Work: Prior to ;ubmltting a propos,�l , for the payment of all psr,ons each Ridder shall examine 4nd thoroughly famillarize himself with all pc,rtorming labor on the Project under may be of equal quality to those specified he shall within sixty (60) days P. Protection shall be ro erl � 0 7 ;tr,, " D P 1 91 von Against nst cav i nol and stand f nq ,,q,.ter or the flow ow W this Contract and furnlshe(ng materials in connection with this Contract. after Notice of Award, suhmit a Ilst of such products and dlffarencu in cost. of surface water to areas beneath the building. Tho (' r r exl -,ting condit`ons, Including all appl (cabla laws, ordinances, rule, and The Performance Bond and the Labor a-d Material Payment Bond me be Lists shall be t q Cont actor shall furnish regulations the . may affF�ct the work. Lliddsr•s Shall visit the site, Y Y geed on Bidder s letterhead and bo addrossad and delivered to necessary equlpmenr to e�llmtnate sttrnding water et all timos, in separate instruments In accordance with local law and shell be do- Architect. 5rould Owner elect to accept any or all of such substitutions, Owner, f, Backfilling shall not be done until rrtl foundations, beams and c�thAr inner®te .� examine the grounds and all exlstin!T bufldlnli, utilities and ro4.;s, and livered to the Owner not later th,jn the date of execution of the C:on- through Architect, will advise successful Htdder at his dch s bet on such sub- work have been ap roved b the Architect of shall ascertain h an re,•;on,jbla means all condition,; tract, P Y HackflilTng shall be Bono In approxi- a Y y that might In tract." any Stfiutions wlthln reasonable time atter receipt of list of requested substitutions, mately level 8" layers and tamped; add water as necessary as an ofd to coin ac- ►- any manner affect the work, The Drawings have been prepared on the basis 6. Insurance: Delc�•re paragraphs 11 . 1 , 3, 11 .2, and 11 . 3. 1 of A. I .A. General and a Changs Order will be issued for any substitutions that are accepted. ",ward tion but do not flood. Rock, P Cr of survc,ys and in,,pectfon, of the site and are intended to pr,,,ent an Conditions In their entlret and debris r . c , , and scrap mater r�hall not be used for y �ubstttrrte paragraphs as set forth of Contract will not be rA r d essentially arc,urate indication of the physical condition of the sits. „ p dtcated upon substitutions. Substitution Lists must backfill . i � herein: Contractor shall effect, rriaintain and pay for all Insurance not be Submitted with Proposals, as lists will be rsqutred only Pram succaassful g. Fill outside of building may he material collected at site by excavatlon and shall O This, however, shall not rolleve the Bidder of the necessity for fully in- until final acceptance of the work; he must deposit pollcles or cer- t3ldder. forming h i nr,e l f ,j-, to ex f•;t f nil physical gond i t i ons. be compacted 1 n t " l avers while rrx�I st. Top so i l Sha I I be used for upper 6" of ,� e tlflcate:, in companies that the Owner may stipulate with the Owner IA-07 PATCHING PUBLICLY-OWNED FACILITIES: Except for new walks, curbs, etc. , fill to bring surfaces to finish grrdes as Indicated on drawings. ^. State ;ales Tax F:xr?mpt h The contract forms used for thl! work will giving full particulars of policy with statements from insurance required by Contract Documents, existing publicly-owned structures, facilltles, h. Fill under all concretew " " r Include prw i •ions which will cause they Owner,; to be the ultlmatF� consumer companion that premiums have heen paid and that ten (10) days notice to streets, curbs, walks; etc. , elks with 7. nr 4 of nand. that are damaged or removed due to required excava- I . Fill under concrete paving and Approaches shall be 4" of sand. I of all m,-,terials built into this project and the successful Bidder shall Owner will bA given before cancellation. Certificate showing evidence tions or other construction work, ;hall be patched, repaired or replaced, and FII ) within the building lines shill furnish to thr� Owner, preliminary to contrHct execution, a segregation of J 9 a I bd inert fill (P, I . not to exceedc4) cam- of compliance with speclffed insurance requirements shall be sutxnitted be IPft in their original state of repair Ijy the Prime Contractor, to satisfac:- pasted in 8" Iffts to at least 95 porce�nt of Standard Praetor density at or ch�rgss for :,kill and labor and materials for urge in contract preparation. to the Archliert before an work Is done in y Y performance of the Contract. tion of Architect and of authorities havincJ jurisdiction therraroovar. In the event near optimum moisture content. The top f," of fill immediately bo �w. The Owners, a tax axt�mpt organization, will furnish an exemption cer- Following arcs minlmum amounts of (n,urance required: that local urlsdlctional authorities raq��lre: that such repairing and patching k. FIII in all plantln areas with a mixture 6 of , tlflcate to the Cantractar for the purpose of exemption from State of a. Workmen's Comuensatlon Insurance as required by law and Employer's be lane with their owns tabor and msterlals � g � Sandy loam and top Sail to j abide by much ruqulations and in- rages as indicated on the Drawin s. Oregon S,ile-, Taxor. on ,all materials built into the job. LiabilityInsurance with minimum limits of not les g 9 '�. Preparation of Propo:,als and Fid Guaranty: s than 1100,000. elude costs for such work , rorosal . � ?.A-03 FINISH GRADING: Fine grade area In imrnardiate vlcinit y of building o that b. Comprehensive General Liability Insurance in limits of surface drains away from building, fill all depressions oat called far and )crave top r. Tn b© considered as elfcJlhlo t�� suhmit a proposal , a Bidder !,hall have 1300,000 with an endorsement of property damage minlmum 150,000/ SECTION IB--SUPPLEMENTARY REQOIRFML,4TS soil dressed for Iantin of cess. Brtn a tic cc,mpIIPd with all legal requlrAments to permit him to operate under 1,100,000; and Ccxnprshensive Autcxnot,fle Liability Insurance for all P 0 g g n e site to proper grade and spread top soil oust top 6" of s(tA within the limits of fine grading, All of the site the appllrable laws, of thc� �jtate In which the work 1s to be executed. owned, non-owned, or h(r.,d vehicles with limits of 1100 000/5300 000. It3-01 FIELD OFFICE: The Contractor shall erect and maintain, until no longer outside the limits of fine r b. EnvAlope,s, rontr+tning proposals !,hall be so presented that they may c. Owner's Protective Public Liability Insurance in limits necessar a tem r ne g ading, including those areas outside ofproperty line he easily identifled as containing a proposal . Outside of envelope y, porary, adequate-.,izP office, with light.,, telephone, necessary next to existing street curbs, shall be brought to grades indicated on Drawings and r :500,000. Extend insurance to include interer,t� of Architects and tables and shelving, and lock on the door- left free of vegetation or debris. hall chow: Engineers, IB-02 SANITATION FACILITIES: The Contractor shall provide, from the beginning of (33)( 1 ) Name .rod location of Project. d. Builder's Risk Insurance in Contr�rctor' s and Owner's namos, against the work, adequate toilet foci { Itfes on the pr©miles for the use of all workmen SECTION 2E3--SIDEWALKS + ( ) Name and address of r' customary al-riincluding vandalism and shall maintain same in snitary condition until completon of thu work. Identification of worrkk ffoor which proposal is submitted, i .Ec, lsk perlls on the entire work ai'' ane malicious mi,r.hiof endorsements, for structures as wall as If3-03 MATERIALS STORAGE: The Contractor shall provide on the premises where 2B-01 MATERIALS: General Contract, etc. metArlals and equipment in or adjacent thereto Inte.ndE,d for use on directed suitable storage sheds (substantial and waterproof) In which ha shall a. Concrete: Shall be as speclflod under Divlslan 3 for slabs. c. Qrjl tial aphonic or tcluc�raphfc proposal will not be consid4rod. the protect for on© hundred � rt Teleyr.�phic modifications or proposals will be considered if rF- !percent ( 100%) of the insurable value ore a-I materials subtest to damage by weather. b. Relnforc(ng: Shall be 6" x 6" - 10/1,' welded wird mesh. thereof. The loss, If any, hall be made adjustable with and IB-04 TEMPORARY UTILITY SERVICE: caived prior to time sat for receipt of bids. Telegraphic. modifi- C. Exp slon -Lint fillor: Shall be i x 4 redwood strips. Top of redwood strip payable to the Owns; as a "trustee for whom it may concern". a. Contractor shall furnish and pay for temporary electric service, including shall be 1/4" below surface of sidewalk. Edge of sidewalk next to Joint cations shall oat reveal amount of original or revised bid. 7. Sub-Contracts: Refer to Sub-paragraph 5.?. 3 of A. I .A, General Conditions lights and power used in the construction. and at all edges shall be hand-tooled. d. No proposal may he mutual con for o period of thirty ( 30) days after and add the paragraph as set forth hereln: "Architect's approval or b. Contractor shall furnish and pay for all water used during construction. d. Base: Shall be 2" of ran opening except by mutual consent of Owner and Bidder, and except sand. disapproval of any Sub-contr�ictor will not relieve the Contractor of his c. Temporary heat, if reyulred, shall bo furnished and paid for by this Con- 2B-02 INSTALLATION: that proposal: Hwy be withdrawn upon wirtten or tr•Isgraphlc request responsibility for performance of work as called for under Contract tractor. a. Install 4" thick concrete sidewalk at locations a how r IArchreceived from Ridder prior to time establtr•hed for receipt of bids. n s shown on Q awings. Install Documents, nor will approval of a particular Sub-contractor ba coon- d. Cont actor shall have Installed and pay for temporary phone service as hers- tooled Joints ��t maximum spactnrl of 6'0" o.c. with expansion 'olnt5 at 24'0" o.c. Negligence on the part of Bidders in pr©paring proposals confers strued as approval of an particularprocessor or material . ,uch approval inafter ,pacified. J PP Y P process � � b. SIopA all sidewalks at I/4" ft, away from building. no right for thc� withdraw,jl of proposals ',f ter opening, not be construed to create any contractural relatlonshlp betwF:en any IB-05 EXAMINATION OF PREPARATORY WORK: 213-03 FINISH: Shall be a fine broom finish with rain runnin er c�ndlcutar t F�. Acceptance or Re-iectlon of Propo sm I s: g g P p o Sub-contractor and wither Owner or itect." a. Before starting a Section of Work, the responsible Contractor• and/or his tub- long axis of walk, unless otherwise noted on plans. a. The Owner reserves the right to reject any and all proposals when H, Payments Withheld: Delete soh-paragraphs Q.5. 1 .2 9.5. 1 .3 and 9.5. 1 5 t,ontractor shall carefully examine all preparatory work that has been exe- such rejection Is to the intern,t of Owner; to reject proposal of of A• I .A. General Conditions. I cuted to receive his work. Hr) shall check carefully, by whatever means re- SECTION 2G-ASPHALTIC CONCRETE PAV a H(dder woo ha, previou3ly failed to perform pr _�erly or completf� lNG , 9. Cash Allowances: Delete Article 4.8 of A. I ,A. General Cunditlons and re- qulred, to endure that his work and adjacent, related work will finish to r Y an time Contracts of a stmtlar nature; and to reject proposal of a • for to Section 1-C hof f)ivisspecifications per ion I for specifititAining to Cash ro planes, and levels. He hall promptly notify -the General 2C-OI MATERIALS: 131ddPr wo is not, fn opinion of the Owner, in a position to satin- p per contour ; Allowances, Contractor or Architect of any defects or imperfections In and/ preparatory a. Coarse graded binder course : 3 1/2" to 4" rm thick, corifoinq to the re ulr " Or ements • factorily perform the Contract. Owner also resc�rvos the right to q ' y ) work which will , (n any way, affect satisfactory compietion of his work. of the City of Tigard. waive an informalltiea arrd teChnlCalfties In blddlnr ' H3 ADDITIONAL CONDITIONS: b. Contract will be awarded (unless all hide are rejected) under normal Absence of such notification will be construed as an ecce tance of re orator �'•t;., , P P P y b. Fine graded binder tour shall conform to the following gradation: , I . Use and Occupancy of Pro,;ect Prior to Acceptance by the Owner: The Con- work and later claims of defects therein will not be rAcognlzed. •:x �-, c rcumstancus to lowest responsible Bidder. Oc.,+er reserves right, 1. Sieve Uoslynatlon Percent �''' tractor agrees to use enc .occupancy of a portion or unit of the Project b. Under no condition shall a Suction of Work proceed prior to preparatory work havtny (Square O enInc� ) Passing however, to award Contract to his best interest and, 'therefore, re- b®fore formal acceptance by the Owner under the following conultlons• been cum r serves the right to select a Bidder other than the lowest. plated, cured, dried, and/or otherwise made 7atl �factory to recQive 112 inch 100 ._C ,,.T 11 a. A Cert t f i sate of Substantia I Comp I pt i on she I I be prepared and execu- such related �••� Respons f b i I It-, for t i me I y 1 nsta I I at i on of all materials ,/rZ i inch 84-I GO i _:`� w.p..,:��,�f i • ted as prr�vided in Subparagraph 9.7, 1 of the Generrrl Conons of rests ,nisi A') F'kOPO;,AL i ORMS: The Arch f tect w i I I f urn 1 sh each bidder w1th three Proposal y w( th the Genera I Cant -actor, who she I I ma i eta i n word i oat ion at a I I t t+ne '`�`�"+a the Contract for Construction, except that when, In the opinion IE!-06 SHUT' pRAWINs: The General Contrac�or shall make all necessary corrections, note fir' 1 60-79 c. Form , providing for the following: of the Archltect, the Contractor is char eablu with unwarranted 10 43-6411 I . base bid for completo job. 9 all unusual conditions and verify all dimensions on one copy of Shop Drawings stn, 40 1'73-37 delay in completing work or other Contract re ulrementr the sic g approval . Four (4) copies of all Shop .11 2. Amount Included in bas© bid for ElectrlcAl and Mechanical work. q •► g- before submtttln to the Arr.hiteet for a � '•)��. 80 13-23 nature of the Contractor will not be required. The Certificate Drawings and Submittal Data will be required unless other wise stated under thr► ;.t,-,. 200 4-8 3. Unit prices. of Substantial Campletion'shall be rrcccxnpanied by a written particular section of the Specification,. 4. Surely bonds, endorsement of thF Corltra<,tor's insurance carr(sr and The course agd eq?Air, ; .,!tion 5haiI be crush©d stone. The asphalt material 5. Acknowledgement of Addenda. ,urety IB-07 MATERIALS CEkTIFICATION: Any Contractor, when requested, shall furnish a shalt form irym n i tcr13.0 percent of the mixture by weight. permitting occupancy by the Owner during the remaining perlod of 6. Names of sub-contractors proposed for Hoa) inq sworn a' fidsvit from the manufacturer certifying that materials and/or manufactured C. � L • � „ „ ,,ealEr: G, r Ter' Pl ,:,h E- Aston veal Coat equal to Jennite J-I6 . Protect Work. products delivered to the Job meet rnqufrements specified. However, such affidavit d. ;tripling: :,:)ec;ifis•rd under Division Q - Painting. Plumbinci, and Electrical work, b. Occupancy by the Owner shall not be construed by the Contractor shall not relieve the Contractor from res ons � ,-., 7. Number cif calender camplAtlon days. p ibiIit/ of complying with any additional 2C-02 SUB-GRA,` P,'11 ARATl1)IJ: Twc Copley shall he submitted with the bid and one copy shall he retained by as being an acceptance of that part of the Pm�ect to be occupied. reugircrments of Project Specifications. - a. Drainage:nage: :'+xhp r i to dr-a f nage of tho sub(arade sha I I f,e p rov i dad at a I I i !mes t C. The Contractor shall not be hc�Id responsthle for any damage to the IH-OM CLEANING lil': during cuni � cac;+ion. On elevated grades, surface watEr ;h�II be directed F the Bidder for his records. occupied part of the Project resultin from the Owner'; occu ane g P Y• a. In addition to removal of ruhblsh and leaving the bufldlno broom clean, con- by proper grading of -%he sub-grade to gutters, paved dit(;hes c:c drains. d. Occunanry by the Owner shall not be deemed to constitute a waiver tractor shall clean all glass; replace soy broken glen,; rFmovc� stain spots, Should un-)prgraund wafer be resent sub-surface r a r A4 CONTRACT FORM;: The form of the General Contract shall be "The Standard Form p d afns , hal . be provided of existing claims in behalf of the Owner or Contractor against marks. and dirt firom dQcoratE�d work; clean hardware; rive paint spots and of suft ',;frit size ,nd dE:pth to collect and remove all ounce water. of Agreement Hetwc�en Owner ,rod G�ntractor", A. I .A. for A101 , latest edition. each ether. smears from all surfaces; clean f )xtures; and clean all floors, r e. If the Project cons1stn of more than one buiId(ng, and e)nA of the r � b• Encava Ion or FfI1 ,na: Excavate or f1II , as required, � J c,,xnpac_e to a f,1. b. Reference hall be made to the Technical Section of the ,pecificatlons for mintmr,r.i depth of 6 Inches and at least 12 inches outside Ilrits of asphaltic '. buildings is to bs occupied, the Owner, prior to occupancy of the many particular requirements concerning r A L CONU I T L ONS ,leaninq up pertaining to the work tone r, te pavement where possible. Finish subgrade to the elevations and building, shall secure peranent property insuranee an Cha hulli ng thereunder. The Contractor shall also comply with all specilla cleaning grade shown an Drawings. Notify Archltect at once if there are any apparf)nt GENf.Rto be oc:cu�1 Pd and necessa r� i permits which may be required for use instructions contained in the 5peclf (rartions. insrliif -?encies of slope or possible low spots indicated on the Drawinqs. . and occupancy' IB-Q4 GUAPANTEE: In addition to the several guarantees covertnra specific ma terlals Subri, ade shall be brought to ap roximate o timum moisture content blad d "1 GENERAL COiJD I T I ON`s OF THE COtJTRACT: The General Condition-, of the Contract for 2. W)th the except ion of sub-psrrsgraph e. �Tbovs, use and occu enc b the � P P e the Construction of HuIIdings, A. I ,A. Documents No. A-201 , April 197(1 Edition, P Y Y as speclflod in the Technical �ectfan of tr,ese Speclficatlons, the Contractor and rolled until the required density or degree of com action has !,nen attained. Owner prior to Project au,-eptance 3oes not relieve the Contractor of shat ) furnish to the Owner a writ guarantee that all :,� tF� p rials and workmanship C. Compaction: Compaction equipment shall be approved by the F,rchiteci prior s hereby made a part of the Contract Documents di thea sacci extent as if hit rAsponsib( lity to maintain all insuranccr and bands required of the shall be of thr? quality, quantity, and choracter specified and Shawn and that any to cow j boring he►s i n. The General Conditions and all mod i f i c•rt t on s listed beIow shall � enc nq work. Ro I I ors may be a(tt,er v i bract i ng stee I ro I I erg, or apply to the Genorat Contract and all sub-contracts. Contractor undcar the Contract until the Project is completed and accep- defect due to Improper workm,rnshtp and material , discovered and made known to him pneumatic tired type; in either case minlmum weight shall be not less than ted by the Owner• wlthln one year from the date of the Final Payment Certificate, shall be mode goad 250 pound, per lnrh width of roller contact. 1`32 MODIFICATIONS AND A"!ENDMENT: TO GENERAL CONDITIONS: by him without additional expense to the Owner. ( I ) Cohesive Subgrade: ShaII be compacted to a m1n(mum of 95� AASHO T99 t� or ASTIr Df 98 density for the top F, inches and a minimum of 90R I . Definitions: Revise the first sentencn of Subparagraph I . I . I . as followsDeslgnatlon; ! SECTION IC--CASH ALLOWANCES for all fill areas below the top 6 Inches. Cohesive Bolls whose optimum DIVI _ ION I - GENEF�AL REQ(JIREMENI> moisture is near the plastic limit shall be compacted I� or 2f on the wort "The contract Documents ),ons 1st of thr, ,1cgr��c�ment, the Conti t t ions of i he ---�- ry and other Conditions) , PertoI C-01 GENERAL: �ids of theoret l ca I optimum. Contract (Gonercjl , Supplementarmanc© E3cnd, L,rbor and Msterla) Payment Band, the Drawings, the ipeclflcat(ons, SECTION IA--SPECIAL. REQUIREMENTS a. Cash allowances for purchase of certain materials are see ffied endear 1ndivi- (?) Cohssionlass Subgrade: Sha II he come-icted to a minlmum of i00% of all Addenda issue>d prier to execution of the Contract, and all Modifications dual sections of the Specl `Ications. However, for clarification the amounts AASHO T99 or ASTM Designation D698 d,_nslty for the top 6 inches and thereto.11 IA-01 GENERAL SCOPE OF THE WORK: The intent and meaning of the Con+i-act stated hereinafter. Documents i ; r ,� to a minlmum of 95`� for all fill areas below the top 6 inches. Caples of Documents Furnfshsd: Delete 1 .3. 1 of A. I .A. General Conditions that each Prime Contractor, under the terms of hi ., Contract, shall b. Where allowances stipulate that they are to include both purchase and installa- and substitute paraclraphs a set forth below: take such actions as necessary and/nr required to provide labor, plant, maferlals, tion," the costsof installation by sub-contractors are included in the allow- a, After Contract award ,and far construction purposes only, the General supplies, equipment, transportation, facilities, and appurtenances thereto which ante figura. � I ,p, Contractor will be furnished 10 copies of Drawings and Speclflrations ary tndlcated or !Paso noble implied by each Drawing and each Sectinn of the Whets allowances stipulate "Purchase only," the General Contractor shall in- iree of charge. Spucificat(ons, all of which are colleci (vAly necessary arid required for the Ax, .:u- elude In his Base 131d all costs for lnrtallatlon of the materials which are - tion of the work identified and described by the Contract Documents. purchased under the c>�sh allowsncQ, including the costs for insurance, bonds, overhead, and other usual contractor's costs. 'r C. The Contractor shall cause the work covered by these allowances to be per- formed for such amounis and by such persons as the Architect may dlr-Oct, but he will not he reau i red to employ n s p y persons against whom he makes ,j reasonable 1 1 ' �+ r ( I1111111111 '111! 111111fI ' IIIIIIIIIIIIIIIiIIIII IIIIIIIli111111111 ! IIIIIII IIIIIIIIIIiIIIIIII F �"�e. ,,%*,_ "W-•�f I � I � I ISI IIrISI I � III I ; IAIjl ISI ISI II..I I LSI . I � . .�..� l � ljl..II �• I� IL I � I III ISI IINOTE: IF TN IS MICROFILMED I 1 I 2 I I `*I I .) I I ) 1 0 I 1 1 I " `, s DRAWING r ------ -- - --- `- ----�--- - - --- -L - -- - _____ _._... -1----- - -�.- l J AWIPJG to LESS CLEAR TTIAN ---THIS NOTICE,NOTTCE, 11 IS DUE TO ?' ME QUALITY OF THE ORIGINAL - - -�----- _- - _ -- T - - - - --- _-- - - - 30- DRAW i NG. £ ' Z Z L Z Z 4 Z Z Z Z I I Z Z 61 I G I i I T E I i i i i 43 1", L 99 Z i „ ,. t-- ILII h))))ill IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII ILII IIIIIIIII IIIIIIIII1II II I I ' I � "�'�I I 1 Ili ll!II� II I t I I III,IIIIIIIII Illi,, II III1111111111IIII II i t 11111111r I �1 IIIIIIII11111111111 Illllllli I�Iflllll lillll,l IIIIIIIII IIIIIIIII IIIIIIIII (,IIIIIII III,IIIII Illl.rli! .IIIIIII A y E f 'f 1 � . �9 •Lk 10. . , Nu � f,, 19 9 - h&_ . DIVISION 3 - CONCRETE DIVISIOtJ 5 - METALS o. Cabinet Doors: 3/4" select Birch plywood with hardwood edge bands. tact with the deck. Insulation applied in hot asphalt must be pI?,LHd iminadlately SECTION 3A--REINFORCED CONCRETE g at the temperatures described in the General Specifications to assure positive . SECTION SA--STRUCTl1RAl STEEL p. Cabir�t Door Catches: No. 916 magnetic catches by Knape A Vogt Mfg, Co. 00 Plastic LaRinate: "Formica" or equal , color and texture to be selected by securernent. 350 - 425 F. Wood deck must be dry. V Go A-01 MATERIALS: 5A-Ot MATERIALS: q• Architect, Z .4 a. Cement: Type I , Portlan4, to conforn t0 ASTM C-150, Current edition. a. Steel : Steel shapes, plates, etc. , Shall be domestic steel conforming to all r. Shelf prackcts and Standards: Shall be equal to Knape, $ Vogt. Part numbers D11rIS1ON 13 - WINDOWS W 1 Aggregates: Aggregates shall conform to ASTM Speclf(catlons C-33-61T. Use of the applicable requiroments of the American Institute of Steel Construe- as noted on Drawings. F, 1'. only sc�paratf:d and washed materials. " S. AI I cabinet SECTIOtJ HA - ALJMINUM WINDOWS CIS �� tion, Specification for Aufldinq" (adopted April 17, 1973) and this trent plywood that Is not exposed to vier when doors are closed shall Shall be horizontal slid In or fixed sash ar drawin� � i ( li Coarse aggregate: Gravel or crushed stone graded from I - Ie. to edition of ASTM Designation A-36. Certified mill test reports, eviden6 no b© Fir ("A" face) stained and finished to match rest of cabinet work. 9 P 1 equal to Wince 1200 serlF�s, 6A-02 WORKMANSHIP: 8A-01 FINISH - Statuary Bronze. No. 4 for footlnrJs, and from 314" to Na, 4 for )the- concrete. conforir mity with the Requlrernc�nts of the ASTM and AISC specifications above nom 8A-0?- GLAZING UJ J (2) Sad: Natural sand, well graded frcoarse to fine. referred to are regc,ired. a. All finish carpentry anti millwork shall be smooth, straight, level , plumb Water: Clean, without oils, acids, alkalies or other materials lnjurlous to The glazing on both sides of glass shell receive neoprono L•lazinq bead or equl- a b. f3olt�. Anchor Lolts and erection bolts conform t0 AST�1 A-7, and free from machine or tool marks. Nails, bolts, screws and similar Items roncrc�te. shall be at sizes and t valent. c. Welding Electr�d�s: Welding Elc,ctrodes shall conform to the requirements of ype to properly and rl�Tldly 5NcurH members In place. AA-03 INSTALLATION: Windows shall be erected level , plumb and true In accordance d. Forms: Wood, fiber or metal forms to produce concrete surfaces as specified the latest edition 0f ASTM Designation A-233 for series NE70 Electrodes or b. Coordinate anti check shop drawings of other trades far required support, heIow' with approved Installation details as shown on the shop drawings. submerged Arc Crane SAW-2. addltlons, or instalfatlons, and provide necessary setting, supportlnq, or 8A-04 on A-615 SHOP QRAWINGS: Submit drawings showing all pertinent dimensions, elevation 0. g steel shall be new domestic deformed hlll 2einforcinq Steel : A! I talc,forcinc�t d, Paint: Red Lead and ell primer by Pittsburgh Plate Glass Co. , DuPont or lnstallatlan for such items adjacent to ar with (n the carpentry work. steel conforming tc. ASTM Designati (rade 60 (60,000 psi yield point) , Tdrawings, sections, etc, for approval by Architect. 0. ASTM nemec Co, c:, Waod firming shall be cut square on bearings, closely fitted, accurately excypt that N3 bars may be domestic steel conforming to ASTM A-615 Gradt3 40. e. ;teal Joist: Shall be domestic steel conforming to the requirements for set to required IIneS and levels and rigidly secured in place. Check modular c f . Wire Mesh: Shall c�nfor•m to Standard Specifications for Welded Steel Wire SECTION 8f3--FINISH HARDWARE: design, erection, and fabrication of the latest speclticati�ns of the 'teal dimensions so framing will coordinate with other modular members. Fabric_ for Concrete Reinforcement, AiTt•f A- IHS. Joist Institute. J�,ist manufacturer shall be a member of the Steel Joist d. Install finish hardware and fit and hang doors. Doors shaII -show a uniform 8B-UI MATERIALS: A. Ins©its: For merhanlca) equipment, piping and c�lucirlcal apparatus shall be institute. crack firom top to bottom on Hach side and at top and bottom, Doors shall fit P cast into the concrett.. Re4ponslble contractors Snell be notified of schedules a, Refer ro Section IC--Cash Allowances. 5A-02 ITEM, OF WORK: •-- snug without binding. Fit hardware so doors will close without forcing and will far concrete pours, allowing adequate time for coordination of work. b. The finish hardware shall include three butt hinge:; for each leaf of all typical a. Beams. not rattle. Hardware cuts shall be true and neat.with he vy co after hanging doors, It shell include full mortise locksets with sectional trim, *4"" ,�___ 1). Metal Accessorio5: Include all spacers, chairs, tills acrd other devices b. Columns dears, removta them and paint tap and bottom edges with heavy coat of sealer. necessary for properly placinUJ g, r,pacing, supportlny and fastenln�� relntorce- 5A-03 DFSIGN, FABRICATION, AND ERECTINJ: Remove hardware or protect from damage during painting or finlshint). An *e#r��.and all other hardware necessary for the proper functioning and control meat In place. �� a. Codes: Structural steel shall conform to the requirements of the "Specificat- damageri or paint-stained hardware shall be replaced. y of openlnys. All locks shall be masterkeyed as required by the Owner. In- T� i . Expansion Joints: Premolded I/2 thick asphalt Impregnated fiberboard or tion for the Design, Fabrication, and Erection of Structural Steol for Build- o. AI ) framing members coming in contact with areas where moisture r_ould be present eluded also are door closers, push plates and hers, kick plx�Tes, and all 3C fiberglass of thlcknoss shown on plans. r. other miscellaneous items to be scheduled later, c Ings of the American Institute of Steel Construction, adopted February 12, I .e. flashings, next to concrete, fascias, etc. , shall be treated with pre- Admixture: ,hall be an approved cement-dlsperslnq, water-reducing compound 1969. Steel joists shall conform to the Latest 5peciflcations of the Steel servailve in accordance with Federal S eclflvation TT-IV-570 and TT-W-571 be- which, when employed with job materials, will result In the lowest unit water Joist Institute. Welding shall conform to the American Welding Society fare setting, p SECTION SC--GLASS AND GLAZING i content and prc,duce concrete of the quality elsewhere h©rein speclfled as to "Cade for Weldin In Building Construction." f Where - ' ( 1 ) placeability, (2) strength, and (3) rate of hardening. Only admixtures fl g practical , work will be flnisi:ed and assembled at the mill . „ 6C-01 MATERIALS: i b. Shop Drawin3s: Before commencing any .tructural steed work, the Contractor , g. Plastic laminate shall to ylu®d to 3/4Flr plywood with a contact cement a, Plate glass in doors shall be I/4" thick boat-strengthened plate. tram manufacturers having at Ivast a flue-goer background of experience shall submit shop and installation drawings of all structural steel and equal to Weldwood Contact Cement by U. S. Plywood. I and service on comparable projects will be i.onsldored for approval . The ad- joists In ar_cordance with 1-he General Requirements for the approval of the h, All cabinet work shall he smoothly sanded by r^achlne or hand and shall be b. Glt3ss at windows shall he 3/16" c.s. as manuf,�ctured by the Pittsburgh Plate mixture shell be equal in all respects to Pozzollth 100 Series as manufactured Architect. Steel for which such drawings have not yet been approved shall not glued and nailed or screwed. Glass Company or Llbbey-Owen,-Fort or I/2" thermopane. (See drawing.) . by the Master Fsullders Company and shall not contain calcium chloride. be fabricated. Such a covet will cover the eneral locations s acln and I . Glue shall be water roof clue of the best C. Mirrors shall be of size as shown cn the Drawings. Mirrors shall be 1/4" plate ..J .A-01 MIXIiJ� AND PROPORTIONING: PP g P q P a quality. details of design. If any errors are discovered, they will be reported to •j - All plywood on doors shall have grain run vertically, plywood un drawers mlrrar glazing quality, copper backed with stainless steel frame rind con- .. All concrete shall he ready-mixed. Generate shell be conveyed and placed the Contractor, but such notification (or the absence of an notification) shall have sealed hanger slots. In such a manner that there will be no separation of the irgredlents. ' V grain run horizontally. � tri shall not be constructed as relievin�� the Contractor of the respons(bilit, k. All 4xposad plywood shall he of the bei;t quality. Splits arid checks in veneer d. Glazing Comround shall be equal to Corr+pound M-247 by Pecora, Inc. I t . All concrete shall hav© a minimum coMpressive strength at 29 (lays of 3,000 for correctlny any errors which may haul' peon made in such drawings, whether will be cause for rejection. 8C-02 WORKMANSHIP: pound per 5yuaro inch. detected or not. The ommis5lon from shop and ln5tatlatlon drawia. to prevent C. Dlsr_harge at the site within one hour after water has been Introduced Into the materials shown on the orlgfnal structural drawings or called for by thele Contractor shall submit shop drawings of all millwork, wood deck, and trusses. breakage resulting item expansion and contraction. All glass shall be �w' mixer end the delivered temperature of the concrete shalt not exceed 85 S eciflcatlons shall not relieve the Contractor of the respons y q p installed by skilled mer.hanlcs with adequate equipment to perform all opera-ibllit for (�tandarn $ Lon s an) . . d. Proportions: Shall produc,+ a mixture of adequate workability, free from seg- �.. correcting any errors which may have been made in such drawings, whether tlon. safely and 1n a goad, workmanlike mannor, regatlon, honeycombing and bleeding. 1'he percentage of sand shall be the � • '"� detected or not. The omission from shop and installation drawin s of an DIVISION 7 - MOISTURE PROTECTION b. All glazing compou-.ds and mastics shall be neatly applied and carefully n 9 d mimlmum practical that will permit adequate workability. Temperature at the g V - cleaned from all surface, when glazing Is completed. [lack-bed all glass, _ •4 • ite shall be not less than 40° rising and not rmre than 90° F. and materials shown on the original structural drawings or called for by these Speclftcrtlons shall not relieve the Contractor of the responsibility of SECTION 7A--RO( ING AND SHEET METAL interior and exterior. , Ca _ falling. The mixes shall contain not leis than flue (5) bags of cement per furnishing and lnsialllny such materials, even though such drawings may have 8C-Q3 CLEANING: '' cubic yard• been r©turned es epproled. 7A-ul MATERIALS• a. Clean both sides of glass. Do not use acid solution or water containing c,. All concrete work shall be in accordance with the ACI standard "Building Codes gA-04 PAINTING: All struct( ral steel shall be given one shop coat of approved a. Asphalt shingles shall be equal to GAF Tlmberllne Self Sezling. C01or shall caustic soaps and do not disturb putty. Requirements for Reinforced cancrete (ACI 318-71 ) . red Ic+ad and oil prinler, dppllbu to all exposed surfaces except those surfaces be selected by Architect. b. Broken or cracked glass not acceptable t0 Architect shall be repleted et no k A-03 TESTING AND INSPECTION: re uirin fie ri weldinct or encased in concrete. b. All wood T $ G eek shall have two (7) layer of rigfs insulation I/2 thick ex ensN to the Owner. At ccxn lotion oI work las , a. Notification shall be given the Architect 7 days before concrete Is to be q g d n P P g glazing material and under shingles frame material shall be clean, whole and In a condltlon acceptrillle t° file ` paused. Na concrete shall be poured until approval hes been given by the SECTI(kJ 5Fi - MISCELLANEOUS METALS C. Sheet metal and flashings shall bs galvanizod iron of thickness and pro- Owner. Architect. files as shown on the plans. DIVISION � - FINISHES h. Cylinder check tests shall he made by a testing laboratory and shall provide r c. ,y a minlmcrm of 2 standard 6" Cylinders for each separate pour and for each X8-01 MATERIAL.,. 7A-02 INSTALLATION: .- a. Steel shapes of new materials ,hall be straight, free 0f rust or scale, a. Roofing Contractor shall examine all surfaces to whici. him material fs day's operatlan. Cylinders shall he tested et 7 days and at 28 days, pelt and of structural tel fabricated and erected in accordance to be applied and shall notify the eneral Contractor of any conditions ASTh1 C-31-57 and ASTM C-3U-56T. Test reports will be furnished to the Archi- grad©,c All mr; r ECTION 9A--CP•RPETING with latest applicable A, TM and AISC standard specifications unless that may need corractlon. The application of materials constitutes tact, who will approve the testing laboratory used, and ell costs will be exceeded herein. acceptance of surfaces by the Roofing Contractor. Roof deck shall bd dry. 9A-01 MATERIALS) Contractor shall allow the net sura of $12.00 sq. yd. to be ussd pall by the Contractor' b. Holes for connection of work by others shall be drilled as required. b. The methods of flashing as Shawn on the Drawings are the minimum that will h the Architect for the. 3A-04 FORMS: Forms shall bs substantially constructed to the shapes and dlmenstans h Y � purchase and installation of carpet and pad. C. Dlssirnllar metals shall be protected by a heavy coat of zinc-chromate or be acceptable. This Roofing Contractor shall Install all flashing (n such 9A-02 INST hALLP:TION: innicated and sall be erected plumb, straight, true to line and rigidly supported. bituminous paint, a manner and with such materiels that may be necessary to comply with a. Carpet ,;hall by installed wall to wall or as Indicated on plans with as few 3A-05 RG Id. Aluminum and alvanized metal shall be refected from gamete during con- and secure a tweet seams as posslblo. Carpet ,hall be wrinkle-free with all seam, tightly eontrec- a. Roinforcln bars shall be detailed and bar su g P J- y-year Roofing and Flashing Bond. ted to prc,s('nt a nearly invisible Seam. Protectiva edge moulding shat ) be ''' g pports end spacers shall be pro- structlon and any abraded, scratched, Stained, or othrrwlse damaged materials c. Installation of roofing shall be by an approved Roofing Contractor and uI nad in accordance with the ACI Uetalling Manual . shall be replaced. roof shalt ba installed in accordance with manufacturer's speciflcatfons installed at all door openings where carpet ,tops, . I I t I. b. Provide corner bars et all exterior corners for all bars meeting at the corner e. Cast Iron shall be soft gray iron with fittings and accessories of steel . over two plies of 15N felt. • b. All floors that will receive carpQt :hall be thoroughly cleaned and levelod. as shown on Qetalls. Corner bars shall he the same slzE3 as the larger bars t. Wrought iron shall conform to ASTM Specification A-41 . 7A-03 STORAGE: All roofing materlalG shall be stored in such a way that 9A-03 COLORS: Colors shell be selected frcxn samples furnished to the Architect meetlncg at earner, Brass shall coni)nn to ASTM S ecification A-30 wiih 5% zinc. tom late by the carpet manufacturer. C. All grade beam steel shall be continuous where possible. Top bars shall b(� g' ,, P p protection against m.�lsturo penc�trat(on is assured. 9A-04 GUARANTEE: Carpet shall have the standard manufacturer's gur9rartEre against -0� ITEMS OF WORK: 7A-O4 CLEANIN(: Roofing Contractor shall be responsible for remavinq all rubbish, defects in uallt and workmenshl the time eriod for this - spliced cit the center of the spa i, bottom bars over supports and other bort- e. Steel plates, channels, eagles and bolts to be sizes and shapes as shown on debris, dirt, and a ui meat from roof ane removin all roofin stains from ad- q y P, p quarantecr being a mlt�l zontal and temperature bars as required. Minimum splice length to be 3U bar the Drawings. The Contractor shall furnish all such Items which are required joining surfaces. G P g 9 mum of one year from the date of Installation of the carpet, General Contractor dlamoters. Provide corner bars at discontinuous end beam intersections a3 ,y. shell also guarantee the carpet fior this same time period against defects In far the proper execution o1 the work--whether or not they are �,^,ailed in the 7A-05 t,UARANTEE: Roofing ,applicator shall furnish the Owner with a 2-year uatit and work^ranshi Irrn arable seams, Irreparable shrinking,shown In c+9taiIs' Drawfn s yr en urn®rated in these g Y p• p �eparatlon of e d. All reinforcing sha-i he properly stored, handled and protected from corrosion g peciflcation,. guarantee of watertight conon of both roofing and flashing from the date of p 9, and deformation, and spall bs thoro11 ughly cleaned of all rust, mill state, oil 58-03 PAINTING AND FROTECTIYE COATING: substantial completion. or fading shall bo cause for replacement at no cost to Owner during this period. r a. All ferrous metal , except galvanized surfaces, shall be properly cleaned 9A-05 CLEANING: Carpet shall be thoroughly vacuumed Peter© final inspc�ctlon. '."' ;, or other coatings before use, Arl s ots and stains shall be cleaned be cleannd before final vacuuming. 1. and given one shop coat of zinc chromate primer. SECTION 7Q--WATERPROOFING, DAMPPROOFING ,,EALING AND CAULKING p � 4 e. ,addle tie reinforcing at all intersections with N18 annealed wire, No bars 4 II shall be spliced at points of maximum stress, and splices in adjacent bars b. Metal work to be encased in concrete shall he left unpainted unless specitlad J,l,­ I or noted otherwise. 7B-01 MATERIALS: SECTION 9B - RESILIANT F1.00R $ BASE ,. � shall be stagc7ered. Lap bars 24 diameters. Place corner bars at exterior C. Where hot-dip galvanized or zinc-cc,ated metal Is specified or shown, it shall a. Waterproof Membrane: Shall be equal to AFCO copper fabric at head $ sills. N y 1 9 1. I.• corners of aII grade beams. not be shop primed unless speclflcall�� regufred. for watertight barrier, eg-01 MATERIAL` 0� , ii` f . Minimum clear distances between relnforr.ing steel��and lac© of concrete d. Hot-dip galvanized or zinc-coatings applied on products fabricated Pram b. Caulking Compound: Shall be equal to slnryle component polysulfide rubber a• Resiltant flocs shall be I/6" x 12" x 12" vinyl asbr�stos tile, aqua! to AZROCK. i,ZiI shall be 3 for concrete in contact with earth; 7 at outside face of concrete „ ,+ Colors shall be selected by Architect . In forms below grade; 1 - I/2" cover at exposed beams. rolled, pressed and forged steel shapes, plates, bars and strips shall comply sealant Synthacalk GC-4 by Pecora, Inc. Silicone or p0lyeuratnane b. Base shall be 4'' iuvinyl , straight for carpet and cove for all ether equal to 3A-06 PLACING: with ASTM Desgnation A 123. Hat-dip galvanizing or zinc coatings on assem- componds are arceptahte. Calors to be selected by Architect. ti bled steel products shall ctxnply with ASTM De,lgnatlon A 386. Galvanized C. Primer: Type as manufactured and/or recommended by the manufacturer of the Armstrong. ;y.. . 7 a. All forms hall be free from water, de ^is or other objectionable matter, and surfaces .or which a shop coat of paint is specified shall he chemfcalty sealing or caulking compound, completely compatible with compound and c. Adhesive: Shall be as recommended by manufacturer of the lila or Wase used. �'+ :I ', shall be inspected and approved before any cancrete is poured. treated to rovide a bond for dint. Exce t far bolts and nuts, all b. All soil bottoms for slabs and bearing surfaces for footings shall he approved P P P galvanizing surface: on which ft is to be used. . . , •.,tri shall be done after fabrication. d. Back-up Material : Closed cell foam SECTION 9C--PAINTING , by the Architect before depositing concrete. Lay no concrete on frozen soil . polyethylene, rod stock, or similar ,, `,. ,, �... Provide adequate protection arlalnst frost action during freezinc; weather. e. All field abrasions and welds shall be touched up in the field After oroc- non-bltuminous material as recommended and/or fabricated by manufacturer 9C-OI MATERIALS: Place no concrete for foundations on earth backfilled or otherwise disturbed. tion. of compound and completely compatible with compound, Shall be used at 5E3-04 SHOP DRAWINGS: Shop drawings shall be furni,hed on all fabricated Items all joints where depth of joint makes it necessary for a good maintenance- a. All paints, varnishes, enamel or other fini•�hing materials shall be the best 3A-01 FINISNING: showing all dimenslans and all sections nestled to complete that particular item free application. quality products of Sherwin-Williams, Glldcien, Pittshurghr DuPont, or Cook. a. Removal of foundation farms may be done after three days, but the concrete of work. IB-02 APPLICATION: b. Other materials not speclf(cally namod shall be of the best quality of their shall not be subjected to loads for a period of 7 days. Ramous or break off ua. Caulking shall close ell joints which would allow moisture or air to enter manufacturer and shall bo satisfactory tr) the Architect. ties and thoroughly fill the void with neat cement grot, flnlshed water- DIVISION 6 - CARPENTRY r C. All materials shall be delivered to the job In their original containers tight and matching adjacent surfaces. Remove fins and cut out honeycombed, -- the building between fixed material ,. Caulk perimeter of all windows, peri- J , 1,, me'•er at all door fr.amss at all o sato s for i es, etc. Contractor• unopened. im erfect or dame od .jreas and usln bonding a Pot p g P p d. All required tinting or mixing shall be done at the ,Job. p g g g , patch to match adjacent SECTION 6A--CARPENTRY R MILLWOkK shall caulk both Interior and exterior of exterior door frames, around surfaces. h. Slabs to have monolithic finish or to be covered with reslllant till shall be 6A-01 MATERIALSall interior joints between brick and other materials, and at interior 9C-02 COLORS AND FINISHES: thoroughly comparted by vlbratlnq or tamping with a grille tamp. Screeds vertical ,Joints where drywall partitions abutt exterior walls or i,rterior a. Framing Lumber, Blocking, Grounds, Furriny, etc. , shall be No. I Ftr. or exterior columns. a. A schedule of colors will be furnl ;hed the Paintlnq Contractor by the Arc'hltec+. shall be used so that the concrete may he struck off at proper floor level , b. Waod Trusses shall be stress rade Western Red Cedar r Plne. (See structural Ho:�ever, this Contractor shall prepare as many samples as necessary to satisfy then floated until sufficient mortar is brought to the surface to fill all g b. For work on vertical .urfaces, u �p gut, nozzles or proper ,Ise to flit voids. Astral ht ed a shall be used to Insure no va; latlan In excess of I/4" drawings) Standard trusses equal to r,angnail , joints and force material Into joint with suff (clent pressure to fill the Owner and Architect of all finishes on matertal5 to be used in the building. I;,I q g C. Waod Deck - Shall be 2"x6" and 3"x6" T $ G Western Red Cedar or equal , joint from backing to surface. For joints in flat surfaces, neatly tool this Contractor shall submit t the Architect as s xan srs pOsslble after �t; ,. in 16 feet. Select 3A-08 CURING: curinct may he cu ad by one of the following methods: c grade, V-joint pattern. compound slightly concave with beading tool as directed. Neatly point award of the contract, colrur charts and chips of manufacturer he Int©ods to use. .,.i Y y p period of not less than seven days d. Wood .,idlr Shall be I x8 board and gap superior grade Western Red Cedar tom Dunt in internal corners with covin tool . Execute finishin of It shall be necessary In some instances for Architect to study second coat } a. B halo ke t wet with clean water far a or approved equal . caulkin around frame Primeters with covin g before approving color of finish caatt. atter placing, or by covering entire surfaces with waterproof paper, laid 9 p q tool as directed, Y..a „ e. Interior trim - Western Red Cedar or Plne - s©lett. C. As work ro resses, immediately remove tom aurid that may accidental ) b. All undsrroats shall be tinted to a color slightly lighter than the flnlsh E with 4 lapped joints. The joints shall be covered with gummed tape or be P g P Y glued with a waterproof glue. t. Door Frames - Pine - selr�ct. flow onto adjacent materials. Remove excess material frcxn joints immediately. coat uiless dlreGted otherwise. •raj. ; b. R spry Inc all surfaces with an a toured nc,n-bituminous g• Solidcoro Doors - shall be slab type flush with solid staved lumber core d. Execute all work in strict accordance with recommendatianS and tinted 9C-02 SURFACE PREPARATION: . 1••4 By y 1 pp liquid curing P - - campound, applied in conformity with the manufacturer's directions and to and face v©neer of ;-ply select Birch both sides of ricer, specifications of compound manufacturer, a. All surfaces shall be prepared in fne proper manner to receive the finish sufficient extent to effectively hold the moisture in the concrete. Curing h• Hollow Core Doors - Shall be slab type flush doors with face veneers of 3-ply 713-03 THRESHOLDS: Thresholds occur at all exterior dears. Thresholds shall be sperified and to permit work of the highest quality, durability and appear- ccxnpound that Is not compatible with the use of clnyl asbestos t he shall select t3lrch both sides. stock, aluminum, and shall he securely anchored Anil set In mastic. ante. not he used. Patches hall he protected from premature drying to the same 1 . All doors shall be manufactured by U. S. Plywood Co. , U. S. Mingle, Weyerhauser 7B-04 CLEANING UP: At completion of operations, clean all work of other trades b. Metal surfaces shall be cleaned of rr+r:t, scale, weld slag and sp<^rtters, 11 extend as the mass of concrete. Company, or apprhved equal . All doors shall be manufactured by U.S. Plywood that has, in any way, been soiled by there operation. Remove from job ;lira dirt and grease. ,' . Company, or approved equal . All doors shall be cJuaranteed against warping, ail excess mat(arials containers end reuse. C. Gypsum wallboard shall be t3pr�d, bedded, and textured. IMPERFECT OR pAMAGEQ WORK: Imperfect ar damaged work, or any material ► c; eelin and s Iittin for a one ij' damaged or determined to be defective before flea) completion and acceptance of P 9, P g year pt�ri0d following ffn.jl acceptance of 9C-04 WORKMANSHIP: � ,;1: the entire ,job shall be satlsfactorlly replaced at the Contractor's expense and Project. SCCTION 7C--[3UlLDItJG INSl1LAT10N a. All workmanship shall be of the best quality with flnlsh applied, sprea(f { In conformity with all of the requirements of the Drawings and Speclf(ratlons. i . Sheathin - 11 or flowed on smoothly with prcpt�r film thickness, and without runs, skips, I , wall - 1/2 impregnated fiberboard. 1C-'01 MATERIALS says or ether defects. _'! Removal and replacement of concrete work shall he done In such manner as not to - b. A I l work she l l be clone under f<avorab favorable weather conditions,t Ions su i tab l(a far first x+,;