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10830 SW GREENBURG ROAD-3 ?`"',` �� Washington County Fire District No. 1 20665 S.W. Blanton Street Aloha, Oregon 97007 Bureau of Fire Prevention X649-8577 Plans Examination Report No. 1519 County Plan No. — Ci ty Of T-Igard Building Motor Inn _Occupancy_„_ R-1 , Residential Address _ 10830 S . W . G1.-eenburg—Road_ --Construction Type__ V-1 hr * _ Arch itect/Designer_ John ShFrrer —Address-.30250 S . W. Parkway - Wi 1 sonvi 11 e Owner_ W . _F Brenner _ Address 10895 S . W 5th S' - Beaverton Stories_ 3 First Story Area--L-650 SQ - f t . Basement Area--1,650 f t . Attic Height none _ Draft Stops _ --- __ Fire Walls 1 * Exits__ __ and Total Width 12 ft • Stairs-2 - /Enclosed_ yes Other Vertical Shafts 1 /Enclosed— Yes Sprinklers no Area Covered ___ -- Manual Alarm not Shown _—Standpipes no — Combustion Detectionn 0 __JType` _ not shown _/Arca Covered -- Floor_ 9yR-crete on Plywood Ceiling___ GWB _ h-r,� -t-��of Class C - built up ---e � - - Str. Members —_ wood _ Wall Cover (Ext.) _GWB m sones veneer-/(Int.) GWB Heating System forced air thru Fuel_ el ectrlcl tX Cooling System_ 1 ntegraI wall units The plans for the above described project were referred to this office _4. Fe brua ry198 and reviewed 21 February 1984- for conformity with State and District fire safety laws and regulations. Listed as follows are applicable requirements for which we have found no provisions in our examination of the drawings, general notes and/or specifications. 1 . In all walls and partitions firestopping consisting of 2- inch ( nominal ) lumber , 1 /2- inch-thick gypsum plasterboard or equivalent material must be provided at 1A all floor and ceiling lines . In furred walls or wall fitted with resilient chaasuch firestopping is required at maximum horizontal intervals of _,--T0 feet . That is , no com ti bl r e concealed ,pace may exceed 10 feet in hori - zontal ' tension without/a barrier to fire . CONTINUED LFIre D. Butts rsfi 0 By - - Fire PrSvention fficer cc : Ed Walden �/+�� W . F . Brenner Form 900/3 Revised 10/83 -► �..,. . ._ _.. �....�.. .,,,,, .,..-,,114 . _ 1 •6tC1:...m - .:.:•«:'r7S„Ta 1".'i131Jd� iY.m�'�11 ". •..:.1.' 1 '>.• _ ` - .as � t .r i, ,,.,-.. i x' y' - 'r .:r �ry Jill I I 1 F r I 1 t,,�11 111 ' I I S I I'� I l r 111 111 111 III 11 1 I j l i �l I L I I-�I I�1 111 III I � f I � I 111 III 11 1 III 111 f) I 111 111 111 111 111 111 III III 1 1 1 I I r III 1 1 1 11 I 111 111 III III t l ► 11 1 1 1 1 •. _- �,.;,,�„„. ,„.,---' _ ~_ �� T_.��. * ; ... NOTE •. - F THIS M ICROF J LMED ._ 2 3 _ 4 5 6 7 8 9 I Q I I 12 DRAWING IS LESS CLEAR THAN _.�. I THIS NOTICE . IT IS DUE To THE QUALITY OF THE ORIGINAL DRAWING. -w 0C 6Z 8Z LZ 9Z 9Z bZ C? ZZ 12 02 61 91 L I 91 S I b 1 CI ?- 1 11 01 _6 9 L g S _ b E 2MAY - 011,11- �►II IIII�III1 Ill1�111111111111111111t�11t�11111�1!IIIIIIIIIIIIIIIIl�1111�}l��:II,IIIIIII�.Illllllllt1111��,1,�lfll�llll�ll.?IIt11lIII11�)I�I�II,II�IIII��M�1�11�1.LL��IIIItttIIIIIII�IIU�llll.�flll� I It !- I I I. I.._ 25 ' 1 ) 1990 • I 1 f111t1�U.�1�1�1_.IL1��AI�IIII�Iflt 111llllllll�lu.liwlltt��.ill�ll_W.11.�llul�IllIII11Iwulllll �,b Plans Examination Report No . 1519 Motor, Inn Page 2 Penetrations made in this prescribed firesto in to accommodate wiriri PP 9 9 , plumbing , duct work and other utility runs must be packed , following the installation of said utility runs , in a manner which will effectively main- tain the integrity of the firestopping and cutoff all concealed draft openings which could afford a passage for flame . ( ref : Sec . 2516 U . B . 0 ) 2 . Draft stops must be installed in the mansard overhangs at each party wall . That is , draft stops must be above and in line with walls separating tenant spaces from each other and frog other uses . Draft stops may be constructed of 1 /2-inch-thick gypsum board , 3/8- inch plywood or some similar and equally durable material . Cpen= ngs made in draft stops must be protected by self- closing doors with automatic latches constructed to have an equivalent fire resistance to the draft stop in each instance . ( ref : Sec . 2516 U . B . C . ) ; 3 . The linen chute must be one-hour fire-resistive construction and all openings must be fitted with self-closing and latching one-hour-rated fire door assemblies . However , in 11 u of one-hour fire-resistive construction the linen chute may be enclosed if lined on the inside with lath and plaster or qypsum wallboard with such lining covered with not less than no . 26 gauge galvanized sheet steel with all joints locklapped . All openings into the linen chute mist then be protected by metal or metal -clad doors with either metal or metal -clad jambs casings or frames . ( ref : Sec . 1706 U . B . C . ) 4 . The linen chute must be provided with automatic sprinkler protection . Sprinkler heads must be provided at the top of the chute and throughout the linen room . One additional sprinkler head must be installed at tree second u� c S story 1 i ne . Sprinkler h!--)(-.ds must be accessible for servicing and must be kAt > �--r-' fitted with shields or guards to prevent linen from catching upon the heads and to prevent damage . ( ref : Sec . 3802 U . B . C . ) 5 , The roof covering of this building must be an approved fire-retardant roof. That is , the proposed Class C roof covering is not acceptable . ( ref : Sec . 3202 U . B . C . ) 6 . From our interpretation of the drawings , the elevator hoistway is one-hour construction except where one wall forms a portion of -the area separation wall . The access openings into the elevator hoistway must be protected by approved one-hour-rated and labeled elevator hoistway fire door assemblies . --- Further , the elevator hoistway must ble vented to the outside . The area of the vents must be not less than 3-1 /2 percent of the area of the elevator shaft with a minimum of 3 square feet of opening provided . ( ref : Sec . 1706 U . B . C . ) amu.-••. .� ._ - *`•.r,.. 6. ,�.w,. rd811'.M .tf4rNJY.GeAaLtt(' i .I,: .. .. _.. _ ._. _ -` 'A.'�Y - - i7`�. , .�i ....... -...._...,- _... .__-..-_.�,. -....... _. _.. _. ,d �. ;� l � � � t ► I � il,,�� l i � � � i � � � n i � � � � t Int ISI ISI ISI lid I �1 ISI til 1 �l ISI I � ! Iii ISI ISI Iii ISI Iii ill 1) I 1 � 1 ISI ISI ISI t + l Iii il � int iii il � � � i iii tai s � � iil iti iii r1i i r ili _._ . i NOTE : IF THIS MICROFILM 2 3 4 ! ?! MICROFILMED r..�.:.�._.... ..—... 5 6 7 8 9 � 0 11 12 DRAWING IS LESS CLEAR THAN _ - — -- -- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E 62 9Z LZ 92 SZ bZ EZ ZZ' 12 OZ 61 of Ll 91 S I b l El r 11 01 6 9- L 9 S b E z IMAY 25 1 1990 �lll ��II�IIII�IIII�III��I��I�11��1l�IIINIIII�IIIllllil�llll�llll�llll`lu1�J�,ItI!)�I11,11�f111�� lllll��ll!IIL�.�I�III�IJtu�11.1111.�� 1111111�ll.��11111�tttll�III�IIuIIIIL�1,111 1�u��i.��u�l�l.� illwl�uul�ilw�l»�L�ulu��l�ul�1�11�iiu.ulll�� r .'Y •.• .... r. .. y ...wi..w ... y'.".MM.,a� yYt.!�•.r. _. . ...w_�.iy.n. . ^rE^i' . .se•p� —- --.r�. �—..—"—'�—wr......_.w,.w�fir. .._. • _' �...�.�+��.,iir-. C Plans Examination Report No . 1519 Motor Inn Page 3 7 . Exclusive of the required one-hour and one and one-half-hour rated andr1 "w��. labeled fire door assemblies as shown on the drawings , all doors opening '�,,- i �} into the exit corridor system must be served by self-closing and latching smoke and draft stop door assemblies having a rated and labeled fire resistance of not less than.-._2Q_ -minu.t_ s . Gaskets must be provided where the door meets the stops on both sides and across the top in each instance . This requirement includes the 2-foot 8- inch-wide doorways which open from the office into the lobby , from the office into the corridor system and from the manager ' s unit into th,2 corridor system . Where relight assemblies occur , as in the case of the tenant laundry , they must he composed of wired glass set in fixed steel frames and they must not exceed 25 percent of the area of the wall in which they are located . ( ref : Sec . 3305 U . B . C . ) 8 . The one-hour fire door assemblies which serve the enclosed stairways must have a maximum transmitted temperature end paint rating of riot to exceed - I � 450 degrees Fahrenilei t above the ambient at the end of 30 minutes of fire - ''''�'` - exposure . These doors must be maintained self closing or must be automatic closing by actuation of a smoke detector . ( ref : Sec . 3309 U . B . C . ) 9 . The fire door assemblies which are proposed for installation in the two-hour fire-resistive area separation wall and which occur in the corridor must be automatic closing and must be activated by smoke sensing mechanisms located on either side of the door assembly or which are an integral part of the self- closing mechanism . Hold-open mechanisms must be of the "fail -safe" type ; that is , cf the type which will release the door to self-closing action in the event of power failure . ( ref : Sec . 4306 U . B . C . ) 10 . All doors must be openable from the inside for immediate exit without the use of a key , special knowledge or effort . Doors located in the stairway enclosures and doors located in the area separation wall must be fitted with a latch mechanism only ; not being lockable from either side . All finish hardware which serves fire-rated door assemblies must be fire-rated finish hardware . ( ref : Sec . 3304 and 4306 U . B . C . ) 11 . Every guest room and every room which could be used for sleepigig purposes must be provided with a smoke alarm . The detector must be 10cated on the ceiling and must receive its primary power from the building wiring system in each instance . ( ref Sec . 1210 U . B . C . ) 12 . The building must be provided with an approved and electrically-supervised automatic/manual fire alarm system. The alarm system must include provisions for smoke detection and manual operation in the interior corridor system and automatic detection in the storage rooms , laundry rooms , furnace room and similar common areas . Manually-operates; fire alarm sending stations must x " {,. �^ 11 � 11 � 111 �„FII iII ' II � I � Ilr III III I � 1 lil 111 I I I l l l l r l � I I I 1 1 ! 1 1 1 1 i I i I r I I 1 1 1 1 1 1 1 ► 1 r l l l l i l l l l I Jill i I I I � I I I 1 1 1 I I I I ! i ► IiI --•- __ - I , � I , I I , I � I � I I , III 2 3 4 a� NOTE : I F THIS M ICRr'r=1 LMED �...., 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR 'THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Cie 62 92 a 92 SZ 1P LP EZ ZZ IZ OZ 61 B I L I 91 G1 b I E I 21 11 01 6 8 1 9 1►h!lIiIIIIl.Ill IIiIII IIll II1IIIIIIIIIIIIIJIMAY 25 1 1990 111�iIII�III1�1111111N�llN�f l�,ll,ll�llll�111��IllLE)ILi,�,�.U1l�liII�LI�f11:I��III��IIU�IIIt�l.ll��.�ifltll.ll�l,i►lllll�tlll�llll�llll�llll�llll� I i I-' '' --I----I-' --I--- I 't 111 IlII�III�E,��ll��,l_►11�� ,�11a1�1w�1�I�1W�llwull�11.1:��.!!ll luhllLllrli► amA Plans Examination Report No . 1519 Motor Inn Page 4 placed immediately adjacent to the telephone switchboard in the building , if there is a switchboard , and adjacent to the exits from the basement and each story . Prior to the installation of any fire alarm equipment , complete plans therefore must be submitted to and approved by this office . ( ref : Sec . 10 . 307 U . F . C . ) 13 . All sleeping rooms must be provided with an emergency escape and rescue window having a minimum net clear opening of 5 . 7 square feet . The clear opening height dimension must be not less than 24 inches . The minimum net clear open- ing width dimension must be 20 inches . The sill height rust not be more than 44 inches measured from the floor . With reference to the construction of the area separation wall and its termin- ation at the exterior wall , the proposed 45-minute fixed fire assembly will not meet this requirement . Accordingly , additional windows must be provided in the affected rooms . ( ref : Sec . 1204 U . B . C . ) 14 , the left or east stairway , according to our interpretation of the drawings , must be provided with a barrier to prevent persons accidentally continuing into the basement . That is , a stairway must not continue below the grade level unless it is provided with an approved barrier . ( ref : Sec . 3309 U . B . C . ) 15 . Exclusive of the main entrance/exit doorway in the lower level lobby , all exit doorways and ways of access thereto must be indicated by approved andelectrically- illuminated exit signs with letters not less than 6 inches in height with the principle strokes being not less than 3/4- inch wide . Further , the way of exit must be illuminated at all times the building is occupied with a light intensity of not less than 1 -foot candle measured at the floor . Exit signs must be illuminated by means of two ( 2 ) electric lamps , one of which is served by a regular lighting circuit with the second being served by an emergency power supply which must also provide emergency illumination for the was of exit . Emergency power must be provided from storage batteries or an on-site generator set either of which must come into operation automatically in the event of a public power supplv outage . ( ref : Sec . 3313 and 3314 U . B . C . ) 16 . The room designated "yard maintenance storage " must not be utlized for the storage of flammable or combustible liquids or for any machinery which employs flammable or combu,�tible liquids for fuel or power . ( ref : Sec . 1212 U . B . C . and 11 . 415 U . F . C . ) 17 . Ccmhustion and draft hood dilution air must be provided for the room in which the gas-fired water heaters and clothes dryers are located . One square inch of opening must be provided for each 5 , 000 Btu total input rating of all appliances but not less than 100 square inches . The combustion air opening or openings may be located in the upper 12 inches of the room . ( ref : Sec . 601 , 602 and 607 U . M. C . ) S : "`if!•. .. .man,#"• � � � 11 � 1 �i � 111 � I"�..Illl � l � l � lil � l � l � i ISI ISI ill ISI ISI I 11111 III 111 III III .,11111 �. . . I I I I ( I I I I I � � ( I 1111 IIIIIIIIIIII111 1111111 111 ` 111 111 ' 11 111 , 111 NOTE : IF THIS M ICROF I LMED 2 3 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN - - THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E 62 82 1Z 9Z SZ bZ EIIZ''''••'''' ZZ IZ OZ 61 91 LI 91 SI bl EI 21 11 OI 8 L S b E Z 1MAY o��x �111111111i11111111111111111111111111111111�III�IIIIII1rIIlrrrllrr�111r�IN1��J11111i�111:1111111��1,� 1��.1!;�11�1�1��1111�I�1111ru111.1�11.�i�1��11(��I,I�iilllllrf ll�llrlill�Ilir I I 25 1990 � � Iltliil��lll�t�J�11�,wJl�l,u�1 ul�wli►�I.�r�,l�a��i�ul��lrullu�lllr� ,..�,.. ..- .,,..,.w ,...,.a.w...�,��,.t,+�r,M.aln.--_.,-.._. o ;,w•.,hT .,+....,.,,,,,,,,_•___•-,u�,..u...,.�.ur,re,�, - � t o,; . .. Plans Examination Report No . 1519 Motor Inn Page 5 18 . All fuel -burning equipment and all electrical equipment and appliances installed in conjunction with the construction and occupancy of this building must be listed by Underwriters Laboratories Incorporated or other nationally recognized testing agency and must be installed in strict conformity with the manufacturer ' s installation instructions . ( ref : Sec . 502 U . M . C . ) 19 . The kitchen range hood in the manager ' s apartment , if of the exhaust type as contrasted with the recirculating type , must be provided with an exhaust duct of smooth , noncombustible and nonabsorbant construction . The duct must terminate outside the building and must be equipped with a back draft damper . she cross- sectional ara of the duct must be equivalent to the cross-sectional area of the hood vent collar for its entire length . ( ref : Sec . 1901 and 1104 U . M. C . ) 20 . A firefighting water supply consisting of a standard fire hydrant or hydrants having a minimum flow ( or aggregate flow) of 2 , 000 gpm ata minimum residual pressure of 20 psi and located within 250 feet of all portions of the first story of this building is required . ( ref : Sec. VII , Ordinance 83-1 , Washington County Fire District No . 1 ) 21 . One set of approved plans bearing the stamps of the Tigard Building Department and Washington County Fire District No . 1 must be maintained on the job site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections . ( ref : Sec . 303 ;I . B . C . ) 22 . Inspection and approval of construction by a representative of this office is required prior to the cover of any framing elements following the installation of the utility runs and firestopping prescribed in requirement no . 1 and upon completion of construction and prior t0 the use and occupancy of any portion of the building . ( ref : Sec . 305 U . B . C . ) 23 . Prior to the opening of this occupancy for business a Certificate of Occupancy or other written instrument of acceptance must be secured from the Tigard Building Department . ( ref : Sec . 307 U . B . C . ) SPECIAL NOTICE : APPROVAL OF THE PLANS FOR THIS PROJECT AND THE ENDORSEMENT OF THE BUILDING PERMIT ARE BEING WITHHELD PENDING RESOLUTION OF THE REQUIREMENTS LISTED WITHIN THIS REPORT . THAT IS , THE (APPARENT ) DEFICIENCIES MUST BE RESOLVED ON THE PLANS OR IN WRITING FOR THE PUBLIC RECORD. THE REFERENCE NOTE WHICH FOLLOWS EACH REQUIREMENT REFERS TO THE )APPLICABLE SECTION OF THE 1982 EDITIONS OF THE UNIFORM BUILDING CODE , THE UNIFORM MECHANICAL CODE OR THE UNIFORM FIRE CODE AS AMENDED AND ADOPTED BY WASHINGTON COUNTY FIRE DISTRICT NO . 1 . '...mar ... Irv— NOTE : r.—NOTE . I F 'THIS M ICRC;I LMED _ �- -- 2 __ 3 4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN .� THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. - dE 6Z 92 LZ - - - - --- 9Z SZ bZ CZ ZZ I Z 0 Z 61 91 L I 91 S I b 1 E I Z I 1 1 01 6 8 L 9 S ��IIIIIIII�IIIII��II��I��I��I��I��ll�IIIIIIIIIIIIII�IIII�I.1l��II��,I�II��11c�111�11111�J�,�.1.fllllill�l_I!111,11�I1llIIIUIILII�LIIll.�1l��I111.�111�I1111��tI�IIII�II�I�III�J I IIIlIIII.1lIIl��III W. t11111111UlIUujlllll!!!l�1lUIlI!!)IUII!l1l�IIII MAY 25 � 19901 ......_. u. ...,........ *r+ 'ltlNNW d�!M!'i'� :.+.W,iw4 " a %.,w,f>,�' aft."7*1- • ..,...�...nw.u• p��,w- .. .,, .. _.....,. ..._.__... �, fro rs..,,aa.,. _ .—_�— — .—,_-.......,..,... .. .,._ . ,,... — •--'�-..w-.i.r'rte..__ t {'. .',:" r Y''^, ,-,;. {. 'Z.. :..,,. . ,' "y n.M.:.. • .qWl'A! ,{'i: !1-, ;ira-` - ^.F.v �. 1 ., _ ..,�, .. . 1 d w, ,. ... .. " .•K p�•�'K.�., ' '�. ;,�.. ,� �^. ... rJ.1+( .'� F)',. wI ,! moi. '" .r• � t{�'♦ l,.s:ityy�, l `. .r -' '�' ''�'�' �'�,.( +. � ,. ^'!'y++ e i .ytir - � F.,,d 4.t�'.."� f r,. ,spa: I 590 FIRE RESISTANCE DIRECTORY FIR FIRE RESISTANCE RATINGS (BXUV)—Continued FIRE RESISTA Republic Gypsum Co.—Type "RG-1" or Temple Gypsum, Inc.—Type •3. Three Rivers Gypsum, Inc.—Type 3R3. United States Gypsum Co.—Type "C," "WR-C," or Western Gypsum Co.—Type 1. Weyerhaeuser Co., Gypsum y yN Div.--Type •'DDG2" or "DDDG3.' 2 4 n 2. Wood Particle Board'—'/,. in. thick, 4 fi wide. Wood Particle Board installed vertically fastened with 6d, 2 in. long, finishing nails spaced 7 in. O C. and staggered from nails of ice' board (or lath). Nail heads filled with matching putty filler. Weyerhaeuser Co. -- a 3. Wood Studs—Nom 2 by 4 in. 'Bearing the UL Classification Marking. b 4 y TOP 1 Wood Studs-'—Nom 2 by 4 ` Design No. U309 2. Wallboard, Gypsum"/- steel nails spaced 12 in. C Assembly Rating-1 Hr. long, 0.099 in. shank diart studs, staggered on opPcs Bearing Wall Celotex Corp. T' Finish Rating-27 Min. Flintkote Co_—"' 3 Georgia-Pacific -- Republic Gypsu 24` O.C. 24' O.C. I Temple Gypsum Three Rivers G 4 r t 3. Laminating Compound zi. casein base, powder typ* �Y Applied to back surface ` , "' continuous beads of 11 2 I 3 2 x 4's Firestopprd from edges of boards. q• Wallboard, Gypsum'—`,'. with laminating compo::r 1. Wood Studs—Nom 2 by 4 in., spaced 24 in. O.C. effectively firestopped. nating compound, h in- t. Wallboard, Gypsum —/. in. thick, 4 ft wide, nailed to studs and bearing plates with 6d co. d nails VA irl ment-coated nails 11/. in. long, 0.0915 in. shank diam and V. in. diam heads spaced 7 in. 0.C, ment coat Celotex Corp-- Gold Bond Building Products—Type FSW, FSW-G. Weyerhaeuser Co., Gypsum Div.--Type "DDN 1." Flinta, c - C•a•— Georgia-Pacif 3. Joints and Nailheads—Wallboard joints covered with paper tape and joint compound. Nai4 Gold Bond Bu heads covered with joint compound. Gypsum plaster not more than '/a in. thick may be op. Pabco Gypsu' plied over the wallboard in addition to the specified joint treatment. Republic Gy;:� 'Bearing the UL Classification Marking Temple Gyps Three Rivers Weyer-haeum Design NO. U31 5. Finishing Svstem—Exz nom /., in. thick gyps" Assembly Rating-1 Hr. neer baseboard. Joints Bearing Wall 'Rearing the UL Classif'pcat1cr Finish Rating-23 Min. O16"or 24'0.C.---r-- 16'or 24'O.C. s 3 O Maizontol Section 2 ,r• Vertical Station 3 1. Wood Studs—Nom 2 by 4 in., spaced 16 or 24. O.C. Effectively cross-braced. i„ 2. Furring Channel--Resilient, 25 MSG gals steel. Furring channels spaced vertically 24 in. O.C., a ' flange portion screw attached to one side of studs with VA in. long diamond-shaped point, double lead Phillips head steel screws. . _ _ . 3. Wallboard, Gypsum'•—'/a in. thick, 4 ft wide. Screw attached one side to furring channels with 1 in. long, self-drilling, self-tapping steel screws spaced 12 in. O.C., vertical joints located 1 Wood Studs—Nom+ midway between studs and back-blocked with furring channels, attached with 1 in. long, self- drilling, self-tapping screws, spaced 12 in. O.C., along each edge. Wallboard attached other top and bottom. side to studs with 1'/. in. long diamond-shaped point, double lead Phillips head steel screws 2. Batts end Blanken d (hem 41 spaced 12 in. Q.C., vertical joints located over studs. wallboarnT" United States Gypsum Co.—Type "'C" or "'IP-X2." CertaiertaiKr%auf Fi 4. Mineral Wool Batts'-3 in. thick sheets, supplied in 15 and 24-in. widths, placed to fill interi- owerts-C or of wall, attached to the 4-in. face of the studs with staples placed 24 in. O.C. United States Gypsum Co. 3. Resilient Furring 5. Joints and Screwheads—Wallboard joints covered with paper tape and joint compound. wide, with '/e in- fTs Screwheads covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer attached to each *% plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 4. Wallboard, Gypsu t4M 'Ira. r;, " 'Bearing the UL Classification Marking furring chznnels '.- 7�:7!"' Ill � ' • LOOK FOR MARK ON PRODUCT t _ � � 1 1 1 1 ►� 1 1I„f 1 1 1 1 1 1 t l l l l l l l l l l l I I 1 f I I I 11. I I I I I I I I I I I I ' CII � IIIIIIIII � IjIII � � III � IIlllll IIII IIJill IIIIII•IIt11 1 ' '1 NOTE : IF THIS MICROFILMED 9 10 1 I I I I II II Il I 1 I 1 I1 I 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. - - '-- -- - OE 62 BZ LZ 9Z SZ b1ZEZ ZZ 12 OZ 61 -— 81 LI 91 Sill b I E I Z I I ! 1 6 9 1 9 .rIIIIIt1111111111111III IIII IlI11�IlIIlII11�pIIIIIIIIIIIIIIIIII111N11111�-{I��IUIt��LIII�III�I1tLl 1, fill III1111.9111 MAY 25 990 I111�1)I�I11lIILIIIIIbh�Illllll,l�IIIIIItI11IIIIlIItU1111�1111 11u�laul�u�1��I�I�I�� II 11II,I,�uultwliauliw�l�u.l��u 1��lll�Ilu�lll�� , t' wig "S RESISTANCE DIRECTORY FIRE RESISTANCE DIRECTORY 365 E RATINGS (BXUV)—Continued —_� FIRE RESISTANCE R�.�i 1NGS (BXUV)—Continued 654 is intended for use with cross tees Type 1652 is iin Design ��0. L212 VC Cat Nos. 1652 and 1654). a Unrestrained Assembly Rating-1 Hr. ).—Type IC50. Finish Rating-17 Min r strips—{Not shown) (Optional)--For use with Type 1652 a *NOMINAL DIMENSION 1B). Channel-shooed metal pans, 0.18 to 024 in, thick stems, �y — n— 2 3 4 in. wide, placed with the painters s:dc down in the cul.Ou� ^! the vertical tabs (CKiC Cat. .rs. 1532 and 1632). _ ).—Type 1650. ng the UL Listing Mark). Fluorescent lamp ,pe, stc-:tl houtarV must � � .• " I their area does not exceed 24 sq ft per 100 sq ft of cert,rl � I" O h the National Electrical Code Fixtures and ballasts mu be 6 _ - - �perature conditions before installation. -For use with t;,p Typo 1650 metal pans (See Item 11IU or+e t tiv steel charnel yoke per light fixture, secured to the web le of fixture. Optional)--Min. 0.020 in. thick (25 MSG) painted steel st>acw 1• Finish Flooring-1 by 3 in. or 1 by 4 in. T&G and end-matched laid perpendicular to joists, or in. legs and hemmed edges and slots perpendicular toe't @ in. plywood, min rade "'underla ment," with T&G long edges and conforming with PS1-66. 1 for engaging over the bulb of the tees. Engaged over the Face grain of plywood to be perpendicular to joists with joints staggered. each side of all light fixtures and over the bulb of the d* 2. Building Paper—Commercial resin-sized, 0.010 in thick. 3. Subflooring-1 by 6 in. T&G fastened diagonally to joists, or /, in. plywood, min grade "stan- Material' or Mineral and Fiber Boards—'/, in. thick, urs info dard," with exterior glue and conforming with PS1-66. Face grain of plywood to be perpendic- ire, in cross-section, approa '/, in. longer and wider than ft ular to joists %,(th joints staggered. uvide at least V, in. clearance between the fixture and the pw 4. Bridging-1 by 3 in. or 1 by 4 in. ther by 8d common nails spaced 12 in J.C. min. 5. Wood Joists-2 by 10 in. spaced 16 in. D.C., firestopped. of tstries, Inc.—Type P(S). 6. Insulated Ceiling Membrane—See Items 9 through 28 or Design No. P238 for description su ceiling materials and details of ceiling installation. The hanger wires used to suspend the by 4$ in. lay-in panels. Border panels call- ceiling p pported by blot u ing shall be supported from 16d nails driven through the .-,uod joists, 5 in. below the sub- with '/.-in. legs. No. 27 MSG spring-steel hold-down clips, % floor, and bent upward at both ends for positive support. Where hanger wire locations occur -s tees, spaced 24 in. O.G. between joists, hanger wire shall be supported from wood hanger blocks. The wood hanger rstries, Inc.—Type '/,, IA or % in. Type P(S). blocks consists of nom 2 by 4 in. lumber nailed with 16d nails (two at each end) between g joists Near the joist mid-depth. 'Bearing the UL Classification Marking Design No L501 3esign No. L211 Unrestrained Assembly Rating-1 Hr. ted Assembly Rating--2 Hr Finish Rating--30 Min. fish Rating-75 Min � 1 2 3 *Nominal Dimension �► ` �1 1, 2, 3. Flooring Systems—The finish flooring (It'am 1), vap(.r barrier (Item 2) and the sub-flooring A�tuiw (Item 3), may consist of any one of the foilowing systems: System No. 1 Finish flooring-1 by 4 in. T & G, laid perpendicular to joists, or s/s in. thick plywood, minimum 3y 4 in. T&G and end-matched laid perpendicular to joists, ay rade '"under la moot," with T & G Ir ng edges and conforming to PS 1.66 specifications. Face grain layment," with T&G long edges and conforming with PS 1-aA i of plywood to be perpendicular to joists with joints staggered. K endicular to joists with joints staggered. Vapor barrier--Cornmercial rosin-sized, 0.010 in. thick. ! /, in. thick plywood with exterior n-sized, 0.010 in. thick. Sub-flooring-1 by 6 in. T & G, fastened diagonally to joists, or y "stag glue, minimum grade, "standard," conforming to PS 1.66 specifications. Face grain of plywood to ened diagonally to joists, or '/, in. plywood, m:n grade i orming with PS1-66. Face grain of plywood tt, be pe"ndro ° Perpendicular to the joists with joints staggered. i I System No. .. t Finish flooring--Floof Topping Mix.ure'-6 gal of water to 100 lbs of floor topping mixture. ed. Cornpressive strength to b) X000 psi minimum. Thickness to be 2/4 in. minirnim when used with '/s 16 in. O.C., firesto PP in thickP y I wood sut0loonh ng or 1 in. minimum when uses with ' in. thick plywood sub-flooring. ,e Items 9 through 28 of Design No. P237 for description 61 Gyp-Crete Corp.-.-Type GC. tiling installation. The hanger wires used to suspend the cO United States Gypsum Co.—Type F. nails driven through the wood joists, 5 in. below tho sub, Vapor barrier--(Optional}--Commercial asphalt saturated felt 0.030 in. thicK. nds for positive support. Where hanger wire locations ocew Sub-flooring—'/, or % in. thick plywood with exterior glue, min grade to be "standard," conform- be supported from wood hanger blocks. The wood hanOW ing to PS 1-66 specifications. Face grain of plywood to be perpcndicular to joist- with joints stag- gered. t n. limber nailed with 16d nails (tivo at each end) brtw"P System No. 3 Finish flooring—Flood Topping Mixture'-8 gal. water to 50 lbs. of floor topping mixture to 180 j Its of sand. Compressive strength to be 1000 psi minimum. Thickness to be s/, in. minimum when used with s/s in. thick plywood s sub-flooring or 1 in. minimum when used with '/, in. thick plywood sub flooring. i Gyp-Crete Corp.—Type GC. i United States Gypsum Co.—Type F. , Vapor barrier--{Optional)—Commercial asphalt saturated felt 0.030 in. thick. R MARK ON PRODUCT LOOK FOR MARK ON PRODUCT i Pill • i �,�... ~' , 1 I I I II ili i � I I i � i I I I I I t 111 I IIII 1 I II1 111l ! r I I �I lit III 1I1 111 III ill I � I I I I � t I �l VIII III � III III � III 1111! 11 IIII111 111 ` 111 iIIf11i 111111 IIS i1 ) ._�_ - ._ - NOTE : IF 'PHIS MICROFILMED - ,,,,., 3 4 ? 8 9 10 I I 1 DRAW.04G IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - E 6? BZ LZ 9'Z SZ 11P EZ ZZ 12 OZ 81 IR I LI I 91 SI b I CI 21 11 01 16 6 L 9 S b s�IIIIIIIIIIII�II1111111�111111111�111�I�IIII�IIII�IIt111tII�II11111It�tINl { ,I)Ili��p►1�1111�1(i.1 11j��,llllll�tlu�1�111�11luil .i111.111Ij1111111R6111111111►IMAY 25 � 1990 IIIItIIIuIIIII�IIIIIII I u�iu��u.�w�L�l 1��11�11llIt11 I1111IIIIIIII.uI�.�iwlu�tl-�t��l�.ul�lu11;�1�uu�llt� n •7, s 'P^ .j,.. t. y' q :.¢ '4" t-•,�. - ,�[',. it r F •!TE. '1: rrrl ',t, ro;yk ,N,'�� 0� !:J{'�y q �" -,r.l f ,�, •",hy `fes v,,„ �l� +'lV. h �:./ t .w i. � ai,,^a'Y � C M �j` •F.. i 1fti .il..: ±L� � r_.r.' -� t� FrfW.l✓�;'.r l w. 366 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS (BXUV)-Continued FIRE F Subflooring-'/, or Va in thick plywood with exterior glue, min grade 'o be "standard, ' conform. gered. ins PS 1.66 specifications Face grain of plywood to be perpendicular to joists with joints stag- Cross tees nom 4 tional cross tees I System No. 4 suspended by min Finish-flooring-Floor Topping Mixture'-7 gal. of water to 100 lbs. of floor topping mixture to Gated adjacent to 400 lbs of sand. A maximum of 2 gal. of asphalt emulsion (5U-60% bitumen content) may be add on 16d nails drive ed per 100 lbs of floor topping mixture. Thickness to be 1 in. minimum. Chicago Georgia Pacific Corp,-Type GP. Dunn C, Vapor barrier-Commercial rosin sized building paper, 0.010 in. thick. 7. Wallboard, Gypsu ' Sub-flooring-1 by 6 in. T & G, fastened diagonally to joists, or V, in. Plywood furring channels a minimum grade to be "standard," conforming to PS 1-66 specifications. Face grain of plywood to through channel be perpendicular to joists with joints staggered. pieces of furring r !I, 4. Cross Bridging-1 by 3 in. joint. Adjacent wa 5. Wood Joists--2 by 10 in., spaced 16 in. O.C. firestopped. board screw on e, 6. Wallboard, Gypsum'-y. in. thick. Sheets of wallboard for installed nstalled with long dimension � edges of wallboarr perpendicular to joists and fastened to each joist with 1'/e in. long, 6d cement-coated nails When Steel Fram spaced 6 in. O.C. perpendicular to c Celotex Corp., The-Type 1, SF3, A, B or C, tered along cruss Domtar Construction Materials-Type GF3 or Type 9. O.C. in the field a, Domtar Gypsum America, Inc.-Type 1, 4, 5, 8, or 9. board screws spa, Flintkote Co.-Types III, IV, VI or VII. of boards spaced Georgia Pacific Corp., Gypsum Div.-Type GPFS 1, GPFS3, GPFS4 or GPFS6. spacing between Gold Bond Building Products-Types FSW, FSWG, FSW2, FSK or FSK-G. Joint treatmer Norwest Gypsum, Inc.-Type Fire X. where edge Ir Pabco Gypsum--Types PG-3, PGA, PG-6. 3/s, in. thick g Republic Gypsum Co.-Type RG-1 or RG-3. neer baseboar f Temple Gypsum, Inc.-Types -3, VPB-3. Americt Three Rivers Gypsum, Inc.-Type 3R3. Celotex United States Gypsum Co.--Type SCX, C, D, IP-X 1 or IP-X2. Domtar Western Gypsum Co.-Type 1. Flintkct Weyerhaeuser Co., Gypsum Div.-Type DDN 1, DDG2 or DDDG3. Georgia 7. Finishing System-Fiber tape embedded in compound over joints and exposed nail heads, Grand F covered with compound with edges of compound feathered out. As an alternate, nom Vu in Pabco ( thick gypsum veneer plaster may be applied to the entire surface of Classified veneer base- Republi, board. Joints reinforced. Temple 8. Steel Corner Fastener"Optional-not :;hjwnfUsed to attach ends of wallboard at wall inter- Texas C section where joists run parallel to wall. Channel souped, 2 in. long by 1 in. high on the back Three F side with two "A in. wide cleats protruding into the % in wide channel, fabricated from 24 Weyer~ gauge galvanized steel. Fasteners nailed to face of wall bearing plate through fastener tab 8. Screw, Wallboarc. with one No. 6d cement-coated nail, spaced not greater than 16 in. O.C. and 2 in. from edge and self-tapping, of wallboard. Fasteners covered with gypsum wallboard facing applied to intersecting wall. (not deeper than 'Bearing the UL Classification Marking 'Bearing the UL Classifi, Design No. L502 Unrestrained Assembly Rating-1 Hr. Finish Rating--22 Min. 1.w � 2 a s s `t�ominot tSttrnsions (DI 2 3 �`'►f' 10.0 i , ail J / ais End ''1 _` f"' 2't/2'--1 End Joint LCI V-ilia Chowwl Colas 1. Finish Flooring-1 by 4 in. T&G and end-matched, laid e ply. 1. Finish underFlooring- perpendicular to joists, or /a-in. I grade •'underlaym wood, min grade ••underlayment,•• with T&G long e.ges, and conforming with PS 1-66. Face wood to be perpe grain of pl',,vc,ud to be perpendicular to joists with joints staggered. 1A. Alternate Finish IA. Alterr.dte Finish l looring- Not Shown)•--400 Ib sand and 7 gal of water to 100 Ib of floor topping mixture' topping mixture'. Up to 2 gal of asphalt emulsion (50-60% bitumen content) may be added per 100 Ib of flow per 100 Ib of floor topping mixture; thickness-1 in. Georgic Georgia Pacific Corp.-Tyne GP 2. Building Paper 2. Building Paper--Commercial rosin-s,,ed 0.010 in thick. 3. Subflooring-1 b 3. Subflooring---1 by 6 in. T&G, fastenr,d diagonally to joists, or '/,-in plywood, minimum grade ..standard,- with t standard," with exterior glue, acid conforming with PS 1-66. Face grain of plywood to be per- pendicular to jolsz pendicular to joists with joints staggered. 4. Cross-Bridging- 5. ross Brid rn 4. Bridging-1g g- by 3 in. 5. Wood Joists-2 5. Wood Joists--2 by 10 in., spaced 1-6 in. O.C. firost:)pped• 6. Wallboard, Gyps, 6. Furring Channel-Resilient, formed of 25 MSG galv steel as shown, spaced 24 in O.C. per. secured with 5d pendicular to joists Channel overlapped at splice 4 in. and fastened to joist with one 6d com- and end joints, re mon nail Min end clearance of channels to walls '/a in. As an alternate to the resilient furring Celotex channels, Steel Framing Members' (Item 6A) may be used Domtar -6A. Steel Framing Members'-- Not shown) Main runners nom 12 ft long spaced 48 in O.C. Flintkol Georgi~ LOOK FOR MARK ON PRODUCT �. 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C.A R /�•'2'•I v a CROWN OL .0217 / L/M H a.1�- t TO R i:&�' x� us 4A s•!r RA[�'T'ME1� stamvRhAWAL 4 a • • t •'r' '� ♦ —�s s -r db ALA t r�A#4* �•♦v nr g �' .r C • R/W 's +� \� �\ ALL dWAS L A► st &A �� w � '�A ��\.\ �ti. � i;v�RLI► sE - Mt N. •t�7 aACK 3 s�nFs - Gao' s �GO '.L, 2" CLASS C ASPHALTIC CONCRETE (OVERLAY) � s � Building muxf be completed P " " " it! b T A C,T. A l 4 `/V A B L C' s Z/ O JO according u Clf com eted Z CLASS S/C ASPHALTIC CONCRETE Y s and ,ALL O(./T S 4E CuRB ♦ ~ "� " �4 �\ GGRN4R'S � AW 'vA&/#4-4x0 final inspection made before pQ,E 3 3/1 d GRUSH[D ROCK/AAAVEL � L \ � � � Occu ry. 0"ES SMALL t 0T EXCI' 'V D 0'S 12" 2"- 0" CRUSHED ROCK/0111AWL �i �-y �`. � 2. PA � h, MIN, FL W $Z Ae,- /-,x e Pei CITY OF TIGARD /�.� HAV 11.-44, MIN. FLoW(4R A�, �1C��ATE C{�Mt1c'ES ;ItAt.L OT I�AVF. L E $T NAtti' L t I F"o W) OF 2,00<3 410M • A M 11+/, ` \� E V.10 U A L PR E S 5 U le A+ OPS ---'3 ,�'S I APPROVED FOR CONSTRUCTION 2Q4IIT. 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NOTE: IF THIS MICROFILMED I 2 3 4 5 _ 6 7 0 9 10 11 12 DRAWING IS LESS CLEAR THAN "! '_--- — --- "�.. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- --- -_.. _ --- _._.__. OE 6, 92 LZ 92 S2 b2 EZ 27 12 OZ 61 81 /.1 91 SI t,I C1 21 1 I 6 9 L 9 �minnlnnln111nulunluulnulNnluullulllnllnulunlnullulllUlllllll111tlllllllllll��-IIIUIIIIIiIII!IIIIIIIIIIIIIIIII;111I �Illlll►11111111I�IIIniunlnlllllullllllnllllU�►VIII.III��IUIIIIl1I11lI�Wl)lllu11u111111llllI11Uullllllll�IlUlllllu�'I1I1111I11lIIIIIIIIUIIIIIY�. MAY 25 199G W i I Q - to �:M 4L eli + I / !� AIR— w iA zv1144 A 403 5 a 4 AD ,� ,l __ _._ _ I \fit\•\ `\ 10 IV Its AP IAA.8 L I-.. t_ .J / ,�• ftltj + 4wA2 >d H ti \\`� t� ON `\ tet••--- .� o N v f �sr. ► i ,' h \ 5 �3 b r.;, . C4� a u vD .a :�s , - 4 4 V0 ;.� � � c ,s s 9 Z► ol, 41 Q \ Q1 GAE s` R E 4 I 7- Y F- E C_ O N s 7 .. - k "Y{ :1 -7L"v"� `I'-a+ ''• t �'-^ .rM .r.:. .,yr 0"�` - ,\ ♦ ,A N\'>� A � :A�d E� $,� 1_ � _ ` N/•h.fJ! _A ,? 'ii•}., i`+Yr't.nti�*•�1 �,�r'11e' :}h �•t•+' � f'• t. '�1 .t .) � C'- ' -<. . ' , ,�i�'�...e'�•L�� `�.\ Od � \ I�, � �` �� •1 i \ �► t r r Y � d+y' � .(�-� ,�.pM ., +.-•., �•.,h+! I.�.ytaSJ,n.� ,� r � L' J. ,,,,s• i p t .s Y.1{' .r. �•_ w.fie. ' '.w. .. ,H�. 't4. . 1 ,4 ,r ?, O \- ♦• ',.�r '65.31. Pon- 5 0 R/W -------- �� \ tea\ c \\ -4 I M N g;s 4./A.1 i-r _ all s. 3. 32 / 22' 3. 7,1k M TQM � Aj Ib" CROWN.0227--- -V___7, JON _ �a w-r w�c,t �It Ra M i AAri t �. -w 1 1. s� - - �It 'roA \ ` > ALL d �� A R/tr� A/w a L E r<, rr a It- "2 � \ • �`"�1 , . I �.vcRa� s � %�,ti. sir a�c ✓ 3 s'rfs\CLASS "C" ASPHALTIC CONCRETE (OVERLAY) ' - w• A ,LOWAS L r = z/ 000 0 I" CLASS '*@X" ASPHALTIC CONCRETE NOTE : 3" 3/40, 0" CRUSHED ROCK/4RAVE1 GRADES SHALL NOT EXCEED 10% 12" t"" 0" CRUSHED ROCK/(NAVEL � \�- \ I 2. M:Nt a rtiY0AtApQ r aR r,Yo/c^t.irs CURVES SHALL NOT HAVE LESS THAM �� \��, HAV 0Qeq MIN FLovV (aR A<;c-rRR$ �YArL, ZOOF T. CENTERLINE RADII. `' a Z FI-43w) 0C 2 d7CJ c; PM A A M,A/ H A L F .ST1lirg:T \:S >. / R S/ nu/.. J_ JR9_ssu ,e .0 INTIERSECTION ANGLE SHALL MOT EXCEED -t,, \ �. .Q, ' / rd' A5 E L<:5:L A 5: w 'r f- 2sea Pr / M � I+a�vtM �,NT \ �� / ' 4,F ALL PoR7-,ohlS I 60*9 UNLESS THERE IS SPECIAL INTERSECTION _•..,__ $ \0 1► o << \\ � I ONE INCH OVERLAY REOUIREO W4THIN ONE YEAR. �� r�tiq o �-• � �1• � ti c R 0 0 S Fl"h F11 spa , Y, 1 a o h T la N H �iRfiL . Lot r 7 Er / 7- I L L ILL !fL 0 -k 99070 46 % - /72 .Y • �aaw....arm......,.wa•+w«arrwrae,,.w+•w•.ro,lr 1 K , ;� (IIIIIIIII�jIIIIII�IIiIi _IIIIIIIIIIIIII�IIIfII1�11111I1I��lIlI1lIII��II�III�I�IItIIIlI111III�I111I111I111�111III1I111I111IIII,III�III�IIIIIIIIIlII111��lIIIIII�lI�111IIIlIIIIIIlII111�IIIIIII ,y -- NOTE: IF THIS MICROFILMED 2 3 4 5 6 � 7 8 9 IIC I ( —� 12 DRAWING IS LESS CLEAR THAN - --`. THIS NOTICE, IT IS DUE TO T14E QUALITY OF THE ORIGINAL DRAWING. 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CENTERL>iME RADII. �• \ \ \ I S 1 0 4J A L PDA L S S u Ix E of za P S I LF !' INTgANCTIM ANGLE SMALL NOT EXCEED H � F= S T R' EE T . �, � \ \� 770 �� Ln`AT�,C7 w�7 H�N asa �T f / M goFk0VMILIV \ ,F APoR7-io"s or- THE T Fti7, Gn aT LL. UNLESS THERE IS SPECtA�, INTERSECTION DES". \ S T o R Y o>` 15+J/,L Q aE� /IJ L 4� 10116E INCH 0KRLr y RVVVIED WITMIN ONE YEAR, \ I 1 -- - �✓ =-.�..,._- / _ _ `�♦ \ I o g 3 o s.w 6.s Q,�E i J P.�U F S F©A r, I _ s ` mIVA— ei-/ -�z� `�::d► \ .. (c, A/#.. Av C T O N AJ S HERRER. cryrc � S u I T a 1 30zS0 SVJ r' A 1Z, KWAy sow v L L SFr n k Lm '70 7 a �`e• N P 197 _T � I f �. 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S t o r a Sr V, G L1r'v J0lQT Got-_) ptT 1 Oc.__) S oT21 orz_ -r p cC) %7- r' • Z� F QQT 1 rJG„ TGA F'�U� E.t`> +►C1 Ai Q%7– C, S %7– GS M A�" I �, A 5�:�►�-tC� U r5G CLASS (4) ) I I I 24 '' x © moi 2 5 0 1?- 3 CO �Jc fc Cs T C To E'er P 1 c= Z cA-DQ P-7-1 0—P 12-76 SAYS ST EE L_ `TO i t�SI CT ►.� >q T I O ti (�' o tZ. � Y P>= car ..�1--i,o,.F�r>✓ \4�/ \J S L E'S �� S - TZ_1 •'• \U o•s �`� A 7 n S� � , G.O�-A U S o 1,J > t= R int.e (n Tft S I+A<A I N CLL)S I s �J Q XSZ Gv o Z_ oT-H a r�._ T- s, r i I FTCa — _. W. . ...._. _ 1 APi'Ik'OVED FOR, CONSTRUCTION G. CITY OF TIGAM SI 'E ADDRE303 �, r I - - _ �, u t% m SbT S o l L.... 1 0" 'o 1 (A A LNE.Ca ALBERT R. KENNEY.JR. PE CON&LTING ENGINFEf-\/PLANNER 236-1551 OR 682-0491 \.__ A ( _ I✓ DATE I Z_ ;,4_ ,6 J Z_ s C 'Al I. ^ I i � 'a°r 8'J0t'1 Ift L L V A-7,, 10�J COON _7JOB NO, L AQ I`.) SHEET NO. 9 -7 - - -'7 O <Xz_ -Z 14 - 5-7 3-7 ill Jill I t l l u l I I 1 1 1 1 1 1 1 1 11 rx"b '... ... A - •w...•.�..�.� — _.:7ii. . IIII .II•iIIltlln� IIIIIIIIIIIIII � IIIIIIIIII � III�IIIIIIIIIIIiIIIlIII1 � lIIlIIIIIIIIIIIII � IIIIIIIIIII ) -A .., NOTE: IF THIS MICROFILMED ( 2 3 4 5 6 7 w _s 9 IIO DRAWING IS LESS CLEAR THAN _ ---'r THIS NOTICE• IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0 6Z 9Z a 9Z SZ b2 Ei ZZ 1? 02 61 91 L; 91 S I VI E`I 21 11 01 6 lli11111911111L I9l11S111111b c Z poor"" loll 11111 nulIllllunnlllllnlnuhmll :211 MAY 25 , 1990 , - -