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9575 SW LOCUST STREET-7 DRAWING SCHEDULE SHEET O ET DESCRIPTION 1 �''�11j G j►� x i 0• COVER SHEET 1• SITE PLAN N 2• BASEMENT PLANo0 3• FIRST FLOOR PLAN I 4• SECOND FLOOR PLAN N 6• THIRD FLOOR PLAN �p a• UNIT PLANS 7• DOOR/WINDOW SCHED. V = a• ELEVATIONS k Z 6• BUILDING SECTIONS '•OO 10• STAIR SECTION/ ROOF PLAN •W 11• STAIR& ELEVATOR SECTIONS H O 12• WALL SECTIONS 13• WALL SECTIONS C C 14• ARCHITECTURAL DETAILS h 4 16• MECHANICAL DETAILS 16• HANDICAPPED DETAILS 17• GENERAL NOTES ` I L-1• LANDSCAPE PLAN SHEET DESCRIPTION --`-_•NTIGA O. OR' �. S-1 STRUCTURAL NOTES S-Z FOUNDATION PLAN/ BASEMENT S-3 FIRST FLOOR FRAMING/ FDN. PLAN S-4 SECOND FLOOR FRAMING PLAN S-6 THIRD FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN S-7 RETAINING WALLS S-8 STRUCTURAL DETAILS NOTES : FOIto VIP ' S INDUSTRIESDEFERRED SUBM17•ALS INC * � _ -- . 7 1. AUTOMATIC FIRE SPR.l".%L.ER 29757 S . W . BOONESG &FERRY Z _ SYSTEM. � Y o ROAD 970702. FIRE ALARM PLAN. Z 3. ROOF TRUSSES AS APPROVED BY STRUCTURAL ENGINEER. r n/ 1 Ie 4. POOL AND RELATED FACILITIES FOR SEPERATE PERMIT. Z S. FIRE LIFE SAFETYEMERGENCY PLAN. +a U t' 6. ENERGY CONSERVATION PL.%N. Q Z Z Q -- NOTE: ABOVF. SUBMITALS SHALL, BE APPROVED w N ° ��� - W BY ARCHITECT PRIOR TO SUBMISSION TO �\� 1• "'- Z ' CITY O� FIRE MARSHAL APPROVALS c\ ed' �a'��` _ ��.. ? ~ C prm !V 1. PROVIDE LOCK BOX FOR KEY ACCESS TO F of 1\ N�' F '"., U► `� W zap BUILDING AT STAIRWAY EXITS AS APpROVYED PF�M��6t W P�a� •... �� 1..1 Z Go S�"�dte'."� BY FIRE MARSHALS OFFICE. ; �� J W b P55 0 D. M 2. SEPERATE PERMITS ARE REQUIRED FROM � C FIRE MARSHALS OFFICE FOR SPRINKLERS r •. 0 AND FIRE ALARM PLANS. ... 3. NEPA- 13 SPRINKLER SYSTEM SHALL BE INSTALLED. _ 4. ALARM SYSTEM AS PER OSSC 1100.4.10. AUDIBLE '1 AND VISUAL TO BE INSTALLED IN UNITS TOILETS PUBLIC SPACES. r— — _ -- SM. REVISIONS "' ,.. >-.tet—__ r ' o � fifit� SUPER ONE INC , � �-- C . . �. M ARK D,, TB COMMENTS 10050 So r—" �.SUITE :; „ Irl. �'`� t-~ .. ";�'• 'ti ,%� +`� rte+ ;'•'.. �0 � ���:t•} �� �•1 : •hn .� r � I i BEAVERTONq - ,:: ,�' � ,uL� 2��+� ,;rT� F�,�► 1 ' . zQ' 97005 - r p � PHO-NEe0 (503) 0-� ;� '.• FAX 043) f n SHEET NO, i CONCRETE— GUTTER a Y _ __u I f I OF 9575 SW Locust St. j t3UP1999-00317 f ,WINONA—,'•. TNI.+.. ...:. L,,, 26 1 .. ... .._.._ Cm I �u� � 1���� u���i�i���u�u1111 n� fl ii111111 luu�ulluu�n�lnil�n 1 1 11 1 nu 1 1 1 111n1 iii �u 1 u1�u 1 u1 nii�uu 1 n�11n uil�nli 1n1 u1 ilii�ui� iiii�n i :��I�iu� iiii�nn ni �iiii u��� ii! iin�uu nii�iin i:n�uu ini�iiu LEGI8IL1i`! STRIP 0 10 11 12 13 14 1!! 17 19 19 20 21 22 23 24 25 28 27 28 29 30 I Q m0 cm I I I Now altos 41 Will i PIFIOEIN[IX IINI.N Tv10rf IEI -, 45 UIXI r Al[) Dllrl () ]Nl RD s, J h+{ . --e.,.ruaW•.•..... sr.•uy:...er...- --- •_ i ceuui.=•,_...orrwlaa.. .,. :..... -•., -•_ 's::.m".•.s..i __ __ —u _ u. —-- _ ..a; tiY'1Yw .W= —�.y.eaiBiu. .ti�t�eYiha: 4 P 2 40 PARKINGSIGN .`T s » Q R a I_ MH , ---_;— _ S.W._ CORAL STREET77 �, ✓,,;j Al PIR U.B.C. Osw SCS AND 0 0 0791 }N," C STANDAR ----------F�--� / _-- a -- _ W o _ •� �- W C - -_w-------.--_ ------ -•-- ----- - - i --- --- - -- j-- .,-- A�HA�,T PAVING STREET �' -_ _ -� ` - - - _ _ N88'51'45 W 155.27 = = TO TOP OF WALK s R E f ,( 1 , /'� - - - - P P gxTltWeD euMPBR s - - - - - _ S88*5 V'4 ------ '` 9 5.13' _ I STOP AS RBQVIRED --- C r - r ---____ _ C _' _ ' J` m 75� MAXIMUM SLAW - -OF PAVING 1 50 ► �'� HAND Adel) , < ° i N STALLS t tsLa �— _ m 6'-0' MIN.WIDTH ISLEco o - - - - N I t V4m MIN.WIIYM AT L / � , / o VAN PARKING k-•1 - �_. 2�0 --- 5- �, �/ KWIK KOPY Co 1 : _= I " _ (/� z Y PAD gTED STRIPE$ ' _ _ �, I I —� � TYPICAL � o INTERNATIONAL _ II 3YMS01.POR zu►�. ;MH- �.\Y, L•vG�s - ' 1 1 P _ _ _ LQ00 ACCESSIBILITY � la `�� �. o .�- ---- + � ' �"/ 2�4. oo' � I�Pt�-� _I N� / �' CO o: �•�N I,, I TYPICAL `-� - �__.. �..J ST�hL�. H�` - = - _ � _i 4/ � NANnrc 4 - I V �0 - .•-DRC UNCERVRCurvq 51 Z"r4 00 fA=41►� SiGIrQ _- D '7 aT SPEi,S NI I _ - -- - ." _ _ S88'51 '45"E- 1-z6.ti _= - - - - - � �J D GAFF� F.- 12FA;? �Cll� � � 1G1 �1 � u _ - - - - - _-- _ ­= _ _ _ M �S r 91 4I� r- ` - ----- -- - —- •- —.- .._ _ — // � / .J �\ `fig�7 _- �J -'I � 8 � 95" N H _ NOTES. _ u � V . 'f . CODES: U.B.C. 1997 EDITION A6T1 G WITH OREGON ADMENDMENTS , �� /'�" \ ` j \Y�4 ►.1►NGl r , { C�� 1998 EDITION OF OSSC.al axl? oar - - • S?�"=1� c/�I BUH.DLNG ZONE C P :W - 0 ' OCCUPANCY R - — / CONSTRUCTION: V-1 HOUR / '� ! f 7!�iN \ I .. i,, 45 UNIT MOTEL ADDITION - 3- STORY . 1 I ' \ �� • C4,� (013 a M - ln� 2 41 I S. of +S I 41 �' •�� ]EXISTING BC'ILDLNG R.�S 56 MOTEL UNITS. �> 4 _ ' ENERGY PATH 1 USED AS A GLIDE SEE ENERGY 4:0; CALCULATIONS TO BE SUBMITTED. _N BASIC. AREA ALLOWED 10, 500 . _ / Z1S.opl � Z o sQ.FT. x 2 21.000 - J V+ . . •' -_ .__ FILL- PA ; � SEPERATION 2 SIDES 50% INCREASE =31.500 SQ. FT. '4" '• . �' - - - I _ - S 1 1'30'56"W �'AI ` PA ' 24q,ad 213.50, G s �' <.. S= �. `O lf1 �. 1, - �/ ��------ SPRINKLERS DBL SQUARE FOOTAGE =63,000 SQ. FT. .' ' _ _ ALLOWED. 0.31 ' f / -- u.A.�.� To �lJ� . -. 0 - �'� I O G - � _ 15dzvok Lava.- I) I I TOTAL GROSS FLOOR AREA OF EXISTLNG BLDG. � ?a� leo T.o..,n •�•• aD1,29r 7o r � 3 ( � FUtST FLOOR 7,605 FT. - - _ _ - _• -r_. _ _ ' �' i — - --- - - 4 1 "W _ COVERED PARKING 7,294 SQ. FT. 9 .1 6•-Ilr PORTECOACHERE 560 S F'i<. _ PSE-yM+urncn,REc � TUlE SECOND FLOOR = 12,975 SQ. FT. oIKE WX 2 s/� A 154 QALY. THIRD FLOOR - 12975 SQ. FT'. Q / \ i I N= - -- - - - A L✓o`N - cTr 7 - = TOTAL GROSS 77 5 -41,409 SQ.FT. i Ir I >_'�..Z<u_j ' --t- I 1.1 \�/ �lS.\i' C a�Wz INCLUDES COVERED PARKING, WALKS,CANOPY ;" I \\ i/ FINI 'ICED F OOR I I 5 (,L \'`- STArz�'s 1 V o\� Z \ / LOB '>' LEVEL 09.60' N�'� -L 1 .� c � � TOTAL GROSS FLOOR AREAS OF ADDITION J p \ SECOND FL OR 1 219.9(' I � 5�d� I Y I I' o�� �^..�� v 0 \ _- i' THIRp FLOOR -0 3/r m / 1 J28.86' 1, _ _ _. BASEMENT 2,840 SQ. FT. - - - ( 0 V I rtRS'►T FLOOR 81060 SQ. FT. F " I Z SECOND FLOOR - 7,969 SQ. FT. rU _ 1 - \ ¢ I I i _ -_ ; - Z 'QSEND THIRD FLOOR 7,969 SQ. FT. l _ _ -- y s i G L' EXIT I1" � 5 � NI �� % _ A Z �li TOTAL GROSS �'� i' I r �D ll.l ��" , •�. . ��. I oD�7 N/G F—^4 L• I X FLOOR AREA = 26 o I / � Ni°T`E 1. SLJ I LD 1 ��►� - (.1 / '� I sTAw s►�►.-_��., 1 I— SURFACE IIrAM •83S SQ. FT. ❑ „ fv:�- , `6 n .� N TOTAL GROSS FLOOR AREA EXCLUDING BASEMENT tS BIlXE3 RECtANlEO) i 4 l _ A crL i i I T L 23,998 SQ. FT. 1X _ ' ' - E' l 6 At-,X? '� I t.L�x\/ W s O N aGo �- OLU t SITE COVERAGE : - G SS r �I �- M CL co SITE AREA 71,438 SQ.FT. 100 % z I• �� ��� XISTI EXISTING BLDG. / S�AG� I ►•� lamG \\/ Pv� COVERAGE - 15,458 SQ.FT. 22 /. NEW BUILDING i _/ IVA"U LDL'�IG 8,060 SQ.FT. 11 /. / ADDITION EXISTING PAVING =T 13,499 SQ. 19 % - a= Fx!�T(N I S x I SIT", �s►T �u I Q ��- I qd' ! " / ��1/ XI " \ I �'SUj NEW PAVING 13,091 SQ.FT. 19•/. �` G�=G�IJFZ� Exl• --A � T - AXI S 111 601,.1 f't,-lt r � ��� •,- -- EXISTING WAW.KS 1,004 SQ.FT. 1•/. - - l - - - - 1 _ - - - _ _ _ -1 _ EXCLUDES COVERED 1- - - - 7` - - - - -- _.-- - ".� _ _ 0 WALKS I \ 14 c GONE NEW WALKS 1,184 SQ.FT. 2% a EXCLUDES COVERED co - - - -- �. WALKS \ 9;l - - S 88'54' 1" E 222.04 : 7' 'h EXISTING LANDSCAPED = 7,501 SQ. FT. 11 '/•AREA NEW LANDSCAPED 11,641 SQ.FT. 16 % AREA0. � 1 `� / "-" - •r I � �� S H E ET N PARKING REQUIRED SPACES S.W. LOCUST STREET PARKING PROVIDED = 8 6 EXISTING SPACES N ' = 47 NEW SPACES I I ® _ SITE PLAN SCALE V = 20'-0" TOTAL - 10 t TOTAL SPACES — - PRON IDED OF ( 1 -7 9575 SW Locust St. + SUP1 M9-007,7 2 of 26 lie .rM . a • _ .,.,.,•,,,,,,.•,,,.".w. .w,MlMtyuWAu".W► atitd..6u. ,!3+di13'.i�.'°,':J .a,...r '� ^^r .. _ .. Cm, t111I1 i11111;iIIIIItIIIIi111UIINl!illllllil 1111111111!!Ili!NI III!�IiIII1111I11!Ilu!II!II! III111111 IIII illl I!II !!!!(IiI IIII IIII I " "� i'I,I l;l ' ;i� •i i i - *- - " „ I I IIIIII I II IN ! IIII I IIII IIII III III1I I iYILIri S1rRtp ( d o IIo I I1 1I2 �3 1I4 i a I I a o 12O 12, i I III I I I I' I + *• . •+ �OM.ICM 22 23 2n 25 26 2T Q'� c9 30 iF r• t- I I I , s... I of -"q"%- ----------- 5 a: t k . • ... :],. ... ,: - .. ... ,.. :.. , . .. I ma- -.. .- .-�.._...�. m..-.-- - "�. -�t- -+. -..._ ..o..u..,..r.mgase.,.id............_.,..:.e,....,..,,.........m....n... _.s....iu.«b.n - - --- r,_..ax - - -- - j1s 9 4 r• ry 5 6 7 Ml,•. 1 2 3 q 9 10 �2 129'-0fl- a -a' _O• 12'-a' 12'-a 2'-a' I Q IZ'-a• 12'-6' 12'-6' 12•_6• Ir-e' V. sl G I NN, C-xIS G _4 I +It✓ s-# i 1�, mP T� II I I I I , w noN o IN I � — ' ERFA, II �1 11 =V- n = N to Lli CIDP ft F , LF-KI5?-'ll �41- 2 Ln/L-rz�A, I wIIJ�gAI V- y1 Zsc(, .Y.II� 2Xcl �f I� n ff cl 4�k� b " c-u.�PO�JIIL V�L- 1 1' gl' IZl _ p si_ ep I - �_ ��•��� ` _ ., I — 3 - 2�oll- .__ 20') IZI,G'I Inu '• 2 19 a I? wo C b l.I _ !o ° � - ( I ' - - { II p S -�a=•'�. overt.:- 7� O O _ �/�' b I _ E en v' �_ L�r� Imo- 1 I �I �, ti-� II Ga�IG , 4.!f"`?•S � - O - - I T !=->el �TG L>LJll�l .�t1 O� SGp,I�L �/�•11=1'-SII � �k 1`'� r .: (7) I b gip, f/ 4 �.a- . tt� A7• Hca eo "I a� MEETING RM. o {�G ; I � , o rn r l 6 — FIND+ F ,raP l I�. S etlr - � H.W. „- 17 2 g �, r m(0 7 Axl r c�Os r.- J sr laJ 9 ExIT I \YA•1LL�� w''•x'f A6bv� � T NWX, 6c�U P� LoAl7 °� r.IS , Hl4HAI (G I o 1 V"v �R 'REAINING I w,Vl ' Z " - ---- - �' o,51 8I I o I o YY •� P�T"AINIrJcI U z I L I l a I A 2'-a' SVA 12'-a• 2'-Y I lye•.'_ � �1 0 1 — I e• le'-o• s'-e• D• s• Iy-e• ` Z \ 2 Q N 2a 2 � W 4a Sa a ' l �---- 7a O � _7 • Ba 10 11 12 Z � `S Tn� , 6%' '.:.Tlp.l C-1 L'?�A X1111:- ' R'AN RETAINING , X � ►- 04 �vALI. m r �r r�Ihl ' 1 ) C URT • `� r © w� — 3'- 0.. -T-A� iL fA !V � x , \v'°`�N I v� STS IP Ca rAl I-II L.� � "�L�• SI1QLi a Q R BA v � cV BASEMENT PLAN W Z ♦ O ul Iw � O C — _ / � ``` `` ``\ � � I' ' I ;,Tt: /�j1 .1 G.�SI,./�¢� •®b iN~_ b I� Y' - I � , � .. . ' "I � t%-'-ESI`"I�'��� ��'C I' T ` .lC Iro• � 7 � � v! M • O — io --- - - -- - - -- - - -- a > _ - I iiMAIDS M `r j �x I jTl K E'�J I LSI IJc� 3 =- r KEY: Z ' / FIN L '= Eel. Zo Cool ' ii If I - I QI Dom wllac aqua aNr., 7 a SPRK J C TINENTAL BREAKFAST r O WWWWA?A011a�SOMMOR•, 7 Z J Z -- - w.AwIA mu"An" ><sao•r. I Z W - W I I ELEC. i / 0w�r, rWAPW FM a aiir� In "7 ® =S W1q�O ON PLAN INN IVO lOA M I coPHONES - �� STAIr�w�L.L NuM6E� a. \ILNy�II I ✓C �, I , 2lij rL�O� fL ,,&\ J 2x S � SHEET NO. l H KITCHEN E E sCd' - �' o' \vlr �Jc .® I If TOF o u w� I I w I OF ( 17 ) 9575 9w Loco9181. SU ._......__...,_ Dol 26 CPI. LEGIBILITY STRIP 0 2 3 4 s s 7 E 10 I'I 112 1�3 I'4 (s 17 Is i9 20 21 22 23 24 25 25 27 2e 29 30 OI CD LI I I I�VW�WWl��YM9W�M✓✓♦Y!MONIO1309 �c . I *ILL4LLLIp . AtMwwal�flrwnoalMallANwllauMl•IYalaanl`s�f" __..4_. _ � _.._._ _ .. - _ _ _ _ _ _ __ 3 -� . •SAL, ,i 4 ss �r I Aii 3 � e AJ6 a� 0 T o _ 17 1 2 3 4 g 6 � 8 _ '�� 9) 10 11 7 120'-0 %, � �µ � J`- � N M Ole /1 1 N N �'��' ' S'-6• 11'-0' 12•-6• - 12'-6' 12'-60 12'-6' 12'-6' 12'-6' 12'-6;' 12'-6• 12'-6' W M I I I 1 I I � _ I I 13 t I I I I O W . W _ — - ""� 30 I in < GoI.)Ci• T_ (D \\/A,Ir L/- 1 I� o ❑1 S 2 , G 5 4 7 I _ c SPA /� I cJ ' ' Ido ( p � ' 3'- 6' MIGH - � G -c_� G U A>2 DIeAI L • •=0 1 r c � , ►rte �.,� N G 4 ID h— l cT— �, � ,_ ✓) 1U "$INNS �/ DO O r E H1�4i�„��v 2 I Aiii 6. � N � 7 a 1 110 V 0 43 2 4 0 r �3 6. 4'-3 � 3 Qz� o - ►bl� ``� ( Z vP t -Ar.ir�t� , 0 3 n�'-- r 0 Z l3 I I - Z �.. ' 1 t N� 1 1 I ►� I Z � I i h I 10 _ C10 C4 PUBLIC TOELIE T ROOM FINISHES. t 12 -6 , - • - ( - ( I 1 2 a + , 1� 6 12 -6 12 -a 12'-8 1�1 -a• ta'-3• 3'-a•' T-3' 1 •- - I � 2 6 � V O N I. IVAINBC47' �VTT@IN ='-O" EACS SIDE AND � � � W ..) Z co FRONT OF WATERCLOSET OR URWAL TO 1 2 3a 4a 50 6a 7a 8a 0 10 QW — � BE A S MOOTS NONABSORBANT FEMN UP 1 11 12 1-- M I 48" OFR FLOOR. FIN1Si TO BE PORTLAND , 'r 0 d. O CEMENT, CONCRETE, CERAMIC TILE, OR Mo �- �--- I a 0 v PLAM47 LAMINATE FINISR. __ s. WALLA TO BE WATER RESISTANT TYPE X OYPBUINI BOARD �iTTE WATER REST'I'TANT 31iG »��b i.ATE7[ II;111AMa1. PAINT. 1 ST FLOOR ' � Z OOR PLAN 1 i. CEILINGS TO BE GYPSUM lOA�tD Mi'ITII ,— WATER IRESISTANT LA's ENAMEL PAINT. KAY: 4. FLOORS 'TO BE BIIEET VINYL wrTT>o S" SELF ' COVED BABE OR CERAMIC III WrM S" ? O , CERAMIC' TILE BASE. IQ poar MArMc n sC��a Orr.t 7 "X'j 1 Nei • T ; o i. !'LOO , DRAWS TO 819 INSTALLED FLUSo O wwiow NiIMx sa scIIOCR�s>lrr.of 7' „J SLOPEFIAI►O!q A FLOOR TO /AVB A MAX. � OF d )• W ALARM NAL STATM 1w-o•de m ax.§N �CAMW 75'4r tale O. WORM =O1i ER IS INSTALLED A WAINSCOT OF TS" lYs UtBIIIDtED AND WATER Re,Ai/TANT ROOIAa�11lO!0!INIMNIO MDA r 'iYPSU!M IS It",UUUM FULL ET. OF /ROWER � s•MT si r I. ALL INTE!►�IO11 AIDES OF ENCLOAURR. mac - OCR*am sow rs>tlr AIO LOW M NAPM ON RAIZ. ' T. QCBPTIONA TO TTl 1 TO • ANVR ARO PINVA'IR Of'T°ICE, NOK lUtIJC �! TOII,!'IO O 5T'Is.l�\V G L(` t`1 U►��,.� SHEET N0. CONTASMOMG JUST ORR 'I� MLZr, A MD i UWlr ROOM TO�.t7s. j a:N of -� � 9575 SW Locust St. BUP1999.00317 4 of 26 No NOW - ----__. _. _ ._ -_-_. ,.. .,r ... _... ,- .- _ ,-. .. .a• „•x:ran+.df4wrt:..S�wi.W.a�;:^' ....Wr^r:r,,>ayf*^�. Cm i�ii11 ilii�uu�uiiliiullllijin�inil 11 1 unjn i unjuu u11�11nIiul�nii�lnl�n���n I1ilillllll lull nii il) lnjunl �n 11 ill���in""i li�il�ll ,Iluijillllun�lni nu�lni iiii�nii inl�llu u���iu� nuj�iii in�jnu �nl�i� �luijiii�jiill iiil��� { LEGIBILITY 5TRT12 - �Omn. cm I 2 3 n E� g �O 1 ( 12 13 14 IS 17 18 19 20 21 22 23 24 25 2 27 B 28 29 30 n„ d t, rt L1 I 1 HON I • tOt3 1 �I'I 11I I II OC f r If . •d M n it - r ,. - k. r _{.n.r a , Vc a3M wr fi .. ... r '1'.•'t *tM!✓RRf . mil AW .<i. :.,,.,...N.MI...i• 7..w.'. '.w„ i.... ... ...... ,'.. _... .. -eb ....., i.xr 1.1 a1'L' krt ', Po,:: ...t,E .. AlklEhl 9• .i ,1-'.+♦„ . .[I'w• ,-A.:. 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I , I I 1 12 -d 12 —a 12'-6 12 --d 12 -e. 12 -d 12 -e 1e -3. 3'-d' 7'-3' I 12'-6' W ZC a i W � c0 1 1 2a 3a 4a 50 60 7a 8a 0 10 11 12 = Q CL • KEY: O DOOR MARK saSCHNINU OMT. 1 z x 2ND FLOOR PLAN Q wr�Dow MARK ea K nor. 7_ 1/e • 1 -0 J A m ALARM mu sTA,nm ><20 w ele 1 ' 1i t� M•XTINo11M1A C*Aow 719'.0,Ole N ROOM$MPAM M!IiMNO IM�A� O SM.arr aW Ill011AoR NOM eb w low son IRON AIS LOW Ag � O MMKO"PLAN. U. Li 1 sTAI r,vpai,L. M'Lis I:� A O 0 7 , F' 11 � N SHEET NO. ! I; 4 i I '1 OF 1 -7 9575 SW Locust St. w' BUP1999.0mil i ?i 5 of �J4:r --.•-.•.,n,F4:,,w.-,....____.__—.....-.......-.-..•.. -,...-...-•-.-.....+...., www. ++w*..e.a••"'+*rw...wew.wvror-..-•!x�r•-.-,..,....,.»-...,.._-.....,. ....,,,,,, ,_...- III I'.L I,.....W...„.•.N...:,,.,.:.w.,..•....n�r. .�•u..w..w.+....w•.... _.________. _ ___. _.__------- ._ __.._.....,.,,,. :..._, ...,.,,,—,.,..•,wl'M't,� ,” ..,,,..r.-' _•,Ywaysraem. •:i.:::w +numw..url+'.�Ir+u+at,raY�.'mr:n,npc::.d:,�.q�,�snn.+• III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII I II I Illlllkllll I I�Ilsllll illl II II IIII IIII I II IIII IIII IIII IIII ;IIII IIII IIII IIII IIII 1111 IIIIIIII IIII IIII Ilil IIII IIII IIII IIII IIII IIII Illl IIII IIII IIIII cm � FI � ijI � 111 � II llll iI � IiIII IIIIIiI + III � IIIIIIII LEGIBILITY STRIP O I 10 I I 12 13 14 18 17 It3 19 20 21 22 23 24 28 20 27 2t3 29 310 ipmm.l cm 4 E1 I I Q1 N"',1 0-41 0i w PT r � - -. — rrrrs" __.-- :..ti,. •.�.. _ '...u...,... ... �, r ' y R� • �• X1(/17 a- 13 1 2 3 4 5 6 7 8 8 10 11 12 � 129'-0 1 N fh � V-60 11'-0• W � ' 12'-6• 12'-6' 12'-6' 12'-d• 12'-d' 12'-b' 12'-b' 12'-d• 12'-b• N I � ' X-9• 7'-3' , , , i ' Q 0 I I I A I I I I I i I Cl ' I 3 I ( Nz I I i i 8 W , �, ►Z , I 3 C N0 — — — — e .� to I _ _ 1D 12 2 3 4 i I _ 0 � I U I 0 0 sro. 'r ( 1 low -o �_ -- --- � 'L H!�oP MAID' HYJ� O► '� l"T" ! I I I I I - O CT)i C 0 V I 00a) E I N LA u. A 4 3 2 2 4 4 2 MAIDS -- =7 X 5� Poo 1 � : I .. I I H T-- o 3 I I --�- I Z � w 41000 I I II Z 1 I I x I , ._b. I , . I I ,212'-GI I I I I 2.-b 12 -d 12 -d 12 -d 12'-e• 1e'-3' 3'-6' �'-3• ( 1 '-b• ( go LZ `* oc*4 W z � 1 20 30 4a 5u 6a 7a 10 11 12 0 W "^ x ~ a � KEY: - �r: CL. > ,.. o DIM AUM N air.a 7 z 3RD FLOOR PLANWMM MMM M. $W,•-3.—. 1/0* 1'-0' �.MARY m"STAM" lw4r sit La !d CAM 7S'4r sit AOow lwjwO lOw laAMl WA 4wwairiIto"mlwm a O _ 2 O SIT � MATO w P&M li ildll Ala LIOa Y 11AI ISR rCSCHEMaRL"1Q111�M air t 1(0 0 0 M SHEET N0. I 5 OF I 9678 SW Locust St. BUP1999.00317 i o 8 f 26 ., ; ... .... C�; � l�.,,1 �lnlui��uii"liiii�ini liliilnnliui�iu�lini�iuilun�ini`�iu�l� LEGIBILITY STRIP o I 3 d b b to I'll, I! �� (14 (!1 17 �9 19 '�O $� 22 23 24 25 28 27 pe 2 9 30 ZI 1 I OI' NON' 9 IOZ ' i J 1 �0a ir 40MOR ION voklijkl"M"'IN j!. �lk"vim „ - - 'Mr!�e.4Mw. - _ MrIM4M4tM r "!"•Y" ` N!lAwh."rh ., ... ,: -•� .M,MkIM.M—*.r.»nen-.r.«..,«-.ve,..,........,„.r,,Hn,* w..wnin.. , wgrw�r� .. -.. .a•r1'^+''^ + •+•MfiM!•f1dM� ?+!M.I,Mw,. wwgvrr.r...p....,..�...r,w...,.r«.-n,.,.w+r-...+»«Mt.. Y+ •+w.-.n .asvrM+rwo..iw«...^MA1+MMaF,a•�.. k"'MMwF*NliAn.MWCFRh,w..vwwwMFMMMIkr ww».., ...wM•...w.•MN+IWIw' 1 M` R � I b 7'-0" 12'-6 1/4" 12'-6" 1 12'-6 1/4" 12'-6" 1' • 6'_3» F'-3' 6'-3" 6'-3" 6'-3" r 2#-7- - - - 2'-70 �Ok9� • S' WDW " 6'0"X5'0' SL WDW 8'0•x5'0' SL WDW Q' �T e o x, o SL 6'o x5 0 SL WDW NT 6'o x5'0 SL WDW NT - \ �\ T cl J w J 5 HVii:HVAC I HVAC 12 HVAC I HVAC I2 -�• w .fry, ■ LL--J 0 N L��..���lll 0 N o KING o GAS ■ KING O GAS ■ \�\ , , ;n -- o iFIREPLACE 1) iv FIREPLACE v M CID j 19 0� '-6 0 '-6 .J KI G I ■ 25 . S N N 4 � � 1 -1" 7 `O -1 7 � �N t o -` - 1 _ w a C4 &(3D -- - 5 O3 o g O o TV N TV N • N TV 18 TV 18 k Z MICROWAVE(j) 19 3 19 3 0 28 W/ REFIG. O w O OJ0 W 3 � BELIN OW CTR.NETaJ • O 0 0 � �Q - I I Q 00 CC 3 7'-1" 5'-5"04 1 01> 01 O g 7'-1" 5'._5" O 7 25 9 - — * ■ -�- - 0 I•- 16 I o o 14 ) N 14 � N 42" HIGH WALL A o - ■ 11 ■ 11 I 12 13 I 36' HIGH COUNTER , (�� 13 I 36' HIGH COUNTER ■ 10 SPA • 5 o io 0 SPA • 5 0 1 I ® b 23 21 0 00 TYPICAL UNIT 8 V 13 14 0U-3 kLl I 0 MK:+QOWA 23 21 - 1 M CROWAV. 0 ■ 18 I W REFIG� SCALE 1/40-1'-0' IN CABINET oI • SHOWER R 9 � IN CABINET i I BELOW CTR. N BELOW CTR. 18 , iC ( 9 -2 - i TUB/ 18 • • TUB/ N ■ 12 sHowER SHOWER 2- as 01 ■ c+ 5#-20 6`-10" 51-7m 6 -11 14 N 5'-2"-�I 2'-0 (� 4'-1 5'-7m 50-2" - 2 EFRIGERATOR ■0 3 TELEVISION ■ 1 TABLE Q) TYPICAL UNIT 7 � 5 G�,wD � � TYPICAL UNIT 6 ,_ 6 LOVESEAT SCALE; 1/4 1 0 COFFEE TABLE SCALE; 1/4'-1'-0' CREDENZA 1 w r H 8 12'-6" 12'-6" 12'-6" 9 CLOTHING RACK -- — 5'_0» 5'-Gw 5'_0» 111 10 WALL MIRROR 5'-0 { 2 I Z 51-00 - 12 D TABLE IZ � 2 r i0 b 9 18 9 18 ■ O ■ 1 vATORY TU co O O • O • so 0 18 0 9 18 O 13 ►� I SHOWER p ( TSHOWER , I I TUB/ • 1 1 TUB/ • 1 O 18 ROLL-IN 14 ICROWAVE M sHowER w) SHOWER 18 SHOWER e 11 ■0 I S R UNIT S 1 • 15 MOKE DETECTOR Ip 23 21 O 01 I p 23 21 - 10 23 21 co OD 10 23 21 -1 so 3 18 oIRE O 'r 11 1 11 ■ ■ 0 �� 17 ON3BOY BED 1 14 I 1 0 � � GRAB BAR 5 ,e - V 13 I 13 iA I 13 in I 13 6 6 19 CHAIR 0 0 TYP. FAN WALL UP 4 ' S I 12 10 20 APER DISPENSER SPA c� CHASE - .r 11 1� 0 � 0 2t TOWEL BAR Q O �n ALL UNIT • 15 MICROWAVE I I 18 I Z _W W/ REFlO. 60 0 13 22 OMIT Z SEE ■0 BUM.CTR. O 3 1 5 3 1 23 SHOWER CURTAIN O 26 QUEEN 1 14 2 ® DRESSER 10 O 10 a ROLL-IN SHOWER UNIT 24 � � co O4 15 • . (Do KING • 5 SEE SHEET 14o F R HANDICAPPED 25 SOFA O • 15 `=/U 8 O3 • 15 FIXTURE NOTES 26 DESK 0 N MICROWAVE ■ 1 �.J 5 �] TV o O W Z co W 0 CTR. M MICkOWAVE I 6'-6» ® .I SEE SHEET 7 FOR DOOR 2� FLOOR UMP J 2 14 0 W REFIG. N -- P t 1 t0 28 SCHEDULE ,;JIt) i 1r.,I� co O OE W 3 0 4 CTR. M 28 — — — r- 9 s0 QUEEN NOTES: LUGGAGE BENCH i' M 2 O 24 5'-6" p a c� TV 3 WAVE RPP • I MICROWAVE 1. LOCATIONS OF ROOMS FOR HEARING IMPAIRED — QUEEN WALL uP 48 c TV 14 ! w REFlG. SEE FLOOR PLANS SHEETS 2 THROUGH 5 v 8 Q�' SINK 2 14� 2. SMOKE DETECTORS CONNECTED TO BUILDING ® 8 27 O 0 POWER w/ BATTERY BACKUP o � � 3 - 19 N 'L3 3• 5/8" G.B.X. W.R. TO BE INSTALLED BEHIND C- � o 8 TUB, SHOWER. AND SPAS IN ALL ROOMS 0 O O N 0 19 U1 ID 11 I KING t 9 O 0 z ' (�) 19 L KNC ~ Q 9 — O % F I O z HVAC 5 HVAC t20117 ® _ a. "—' HVAC 19 — 8'0'x5'0' b�. WDWN 8'0•XS'00 SL WDW 8'0•X5'0• SL WDW 8'00X5'00 SL WDW z 8'0•X5'0' SL. WDW Y, 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" 6'-3" �- - L 6P-30 6@-3m 12`-6" 4L 12'-6" 12'-6" 12'-6" -*a ,�— — --,�- - — J -- _----- 12'-6" SHEET NO. �— IL TYPICAL UNIT 1 TYPICAL UNIT 2 TYPICAL UNIT 3 TYPICAL UNITa HANDICAPPED SCALE; 1/4'-1'-0" SCALE; 1/4'.,' - ' • • ' • TYPICAL UNIT 5 SCALE; 1/4 �1 -0 SCALE; 1/4 �1 -0 9575 SW Locust St. SUP1999-00317 7 of 26 b . ..,...,... .,.:,..,.+rweil,.+ ,._, .•.n.. i .. �� ,i �p.r„- - - - --•-.__ 1 ' i� 'iii, III! IIII IIII IIII'IIIL,III IIII Illlillll IIIIIIII 1111�1!•�Ilil !!11 !III lllllfll�llll Itlllllll III,IIIII IIS""111IIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIII Illi ,III' � !lil�ll' I �I�III Ili! LEGIBILITY STRIP 0 ! 2 3 a 71 O 9I I �IIIII — lomm.1cm 5 6 10 1", 12 13 14 1 119 17 18 19 20 21 22 23 24 iS 26 27 26 29 30 Z I 1 1 q 1LU III IIII I1I III'IIIIIIIIIIIII'IIIIIN�O�N1�.1IIQyI OL + ' I0Z ...... 1 ' .-.r«wp,��.y.IIM.MYpR'.N-rw+w.ww+Mkw.+•M./.....M'•!MwI1+v.T•..w.rvrMM- ..+rw.. Y Al o f' ii. ij �1 t n DOOR SCHEDULE HDWR ROU TEMP. LOCATION NO. SIZE THK'S CONST. FRAME STYLE GROUP COMMENTS GLASS ENTRY 1 3'-0" x 74" 13/4" ALUM ALUM A 16 CLOSER J� STAIR EXIT 2 3'-0" x 6'-8" 13/4" MTL Mn 8 10 CLOSER STAIR, CORR. 3 3'41" x 6'-8" 13/1" SC WD MTL B S 1 HR.CLIkSER EXIT MTG RM 4 3'-0" x 6'-8" 13/4" MTL MTL B 10 CLOSER ♦W M C4 V CONF. RM S PR.3'-0" x 6'-8" 13/4" SC WD MTL D 1S 20 MIN/CLOSER 1 rAM I G. A N STORAGE 6 PR Y41" x 6'4" 134" SC WD MTL B 8 0 SSC. ►oc�1,Z,c� ELEV. LOBBY 7 3'-6" x 6'41" 13/4" SC WD MTL B 17 1 ML SMOKE/HEAT V = Z ELEV. EQUIP 8 Y-O" x V-8" 13/4" SC WD MTL B 6 20 MIN/CLOSER tD 0 w . MAIDS ! 3'4" x 6' 8" 13/4" SC WD MTL B 6 20 MIN/CLOSER WO ' Vf '� LAU CHUTE 10 1'-6" x 6'•8" 13/4" SC WD MTL B 6 1 HR /CLOSER " 00 CHU:E RM. 11 3'-0" x V-8" 13/4" SC WD MTL B 6 1 HR/CLOSERCO Cc ENTRY UNIT 12 3'-0" x 6'-8" 113/4" SC WD MTI. B 1 20 MIN/SPRING HINGE H/C ENTRY 13 3'-0" x V-8" 13/4" SC WD MTL B 1 20 MIN/SPRING HINGE B BATH 14 2'-4" x 4'-8" 1 3/8" HC WD MTL B 2 H/C BATH 16 Y-O" x W-8" 13M" HC WD Mn B —' TEMP. BEDROOM- 1"a -Hem -- mm- _ -I----- — 13 GLASS COMMO 17 2-Y-O" x 6'41" 13/4" SC WD MTL B 3 1-HR/SPRING HINGE 18 PR 3'-0"x 6'4" 13/4" MTL MTL B 18 LD MIN. HOU;:'OJ- 1 ACTUATED CLOSER I PUBLIC TILT. 19 3'-0"x 6'4" 13/4" SC WD MTL B 14 20 MIN/CLOSER r.& WTL HTR& 20 3'-0"x 6'-8" 13/4" SC WD MTL B 6 1-HR/CLOSER I`6.ll 1 21 Z!,&"x 0-N I;/+11 sc\uD• MTL. B� co 20 H I W U •L.i/ Gl.a-S� TEMP. _ GLASS N N ►�dT� : .l`I.L, rZ�-T—�G� eoo�� 5I-��LL c3� L-/�•BE.L�p � � Q DOOR STY HARDWARE SCHEDULE LLS D U.L rated hardware per U.B.C. 10. EXTERIOR STAIR DOORSH/C - ° U.F.C. At N.F.P.A. 101 1.5 pr. hinges - 88 10. RESCUE DOOR 1 each panic surface (entrance by key pull) 1.5 pr. hinges - 86 HANDICAP At BARRIER FREE REG.: t each closer surface t each panic surface Nondkapp Guest Rm. 1 eoch floor stop t each clover Public Reetrooms 1 set weothentrip t eat smoke gasket (U.L req.) Meeting Room• 1 each threshold 1Smoke each threshold (U.L assembly)Public Acc•p Meas11. EXTERIOR STORAGE DOORS H open end heat actuated Z 1.5 pr. standard wsght hk►ges 02 1. GUEST ROOM ENTRY 1 each lock - •ntronce x ksyy (� 1.5 lxh lock boli (U.L Ssf closing) t set weather strip •1/motel) and door guard t loch threshold 1 eV WINDOW SCHEDULE 1 each occupancy indicator & peep v{ewer t each door bottom z 10 et ch out keys with approved bow t eoch stop Z 1 eM smoke gasket (U.L req.) 1 ouch threshold (U.L separation) 12. EXTERIOR PUBUC ACCESS E Z Q W 1 each wall stop hinges (81—FOLD)1 et1.5 ch lockcloseroom M MARK SIZE GLAZING OPERA f10N FRAME MAT. COMMENTS p� — Z. GUEST BATM/BED DOOR 1 each closer surface ,� N _ Z4Q � 0) 1.5 pr. standard hinges 1 � p r 0 N 1 6' - 0" I S' - 0" DBL GLAZE SLIDER VINYL TVP. UNIT 1 each w�a�ilasZap lock 1 each door bottom threshold W J 1� _ I each stop Q1111110 ., 3. INTERCONNECT(hingn NIGTINI DOOR 13. 04TERIOR PUBLIC ACCESS = O S +� Z 3' - 0" x 5' - 0" DBL GLAZED FIXED VINYL STAIR /CURB. 3.0 pr. spring hinges ! T each kttdh (communicating function) 1.5 pr. h Be IL 3 1' - 6' ' " 2 •ouch ks th reshold k u.LU L separation) i each closer surfasroom ce a : 4 - 0 DBL GLAZED FIXED VINYL CORRIDOR T each door bottom (surface) 1 set Smoke gasket (U.L req.) TEMP. 2 each wall atop t each tlwishold (U.L separation) 4 it - 0" : 50 . 0" DBL GLAZED FXD VINYL CORRIDOR 4. GUEST ROOM CLOSETS 1 each wall stop 1 pr. standard weight hinges F (PATIO1 each • set 14. PUBLIC TOILETS1 1 each wan �— hinds - ) �s S 4' - 0" x S' - 0" DBL GLAZED FXD VINYL CORRIDOR 1 5 I 11 e� passage(�muMingie stall) �) i 5. STAIR DOORS hi t est smoks gasket (U.L req.) 1 each parks surface w/ lever x key x U.L 1 each threshold (U.L separation) is 6 S' - 0" x 4' - 0" DBL GLAZED FXD VINYL STAIR 1 each closer surface 1 each wW �p r; 1 set smoke gasket (U.L req.)I each I stop (U.L separation) X 7 3' - 0" 1 5' - 0" DBL GLAZED FXD VINYL STAIR t eoch 15. CORRIDOR Ma-IM ROOMSt.5 pr. h' •e - 80 1 d. MND/STORAGE/EGUIP./(U.L) teachaq panic surface w/lever x key ' 1.5 pr. hi w - BB I each closer P (n 11' -6" x T • 0" DBL GLAZED FXD. ALUM CORRIDOR t each lack - 1 Id Snake W 1 each closer surface x icy I loch �s�dd(U.1-(.U.L ) 3- PANEL BOTTOM TEMP each wall �p J 24" RAIL STOREFRONT 1 Set smoke gasket (U.L req) Z 1 loch threshold (U.L seporvtlon) z 1 loch wall stop 16. ALUMIN4JM DOOR I soc,I cylinder 9 3'4" :5'-0" DBL GLAZED I FXD. VINYL CONF. ROOM (d o0w hardware by door n*) Q 7. MAID/ST�ORA"./EOUIP./(NON-U.L) 1 '„f pr. �� � � W (� 11 I II �� 1-Z J �XL� 1.5 pr. Standard welgh hinges �� x q - o S IN(-, k "-I-�+�� ��=- • "�'' � v� L o,Q' ��, 1 each lock - .ntrar►ce x y ; oo do�..r per l�ofj � i tz . S 1 each wall stop 1 T U each threshold PAIRS 1 each da e• Set d d o weight hinges s (n 1 each lock - entrance x key 17. ELEVATOR La&syr Ipr. flush 1 2 each wall t> manual 1.5 _ stops 1 eo�dh par orf Ime oar Side rr/lever g' 1OFFICE• hkgp _ 88 Smoke actuated closer I each loco entrance/office tunc'don 1 w open a SHEET NO, 1 gasket (U.L req,) 1 each thresholdU.Lse gasketI set vi e U �•) ' ( perotiuin) 1 each wall stop I 9575 SW Locust St. BUP1999-00317 e of 26 OF 17 «.ries,CM + �-i "" i'II, �11H, t' I'inn l In i il�!IIIIII Ii�I111Illlllllll IIIIIIIIIIIIII�IIII ....' hill' LEGIBILITY STRIP o � 2 3 4 I ` OMm.l�. 4 I i Id ly 18 19 20 21 22 23 24 25 2e 27 28 29 30 L 1 1 1 01 ON I . foe OLF ».rrwN.n.. R, y ,.fi z s, •cuss A• 6• X 6• TILE4-12" X 12• TILE COMP. SHINGLES 0 TYPICAL. TYPICAL PLO ROOF --_----- - -— - --i ---- __ __—_— --__.__ ------ ----- - - - - __ - ___ T1rP• s 0 - - -- — -- — �. pst o ° GUTTER \ �� RLINE --" — - - - - - - - - - - - _- __ - - - -- - - - - -- - - - - -- - - - - - - - - - - - - W oN 1 1 5 EXTERIOR SYSI INSULATED 11 v 3R0 FL H-4-- - - r - - - - -- - - - --- - -- - - --- - - -- - - - - - --- - - - {O G • C OC.C. i ^ z f 400 LAI 2hJ FL - -- - •sj 3 cr / /;� . '� 14J.� O _5T_ FLOO I I ' G'JARDRAI ® HVAC In 'z1�1. tQl BASEMENT SOUTH ELEVATION ,s• . ,'_0• _-- NOTE: PROVIDE REINFORCED FIGERGLJ�SS MATT AT r�ed__ CIII �M HIGH IMPACT AREAS. -- - - - - - - - - - - - _ _ co cn 0 C.C. o � � o EXISTING BUILDING x 3 _ 01111 CH GU 215.30' 216.20' Z ' - FIN. FLR. ' r ` / / l Z Z a ELEY. ELEv. PANG ALUM. STM FRONT EAST ELEVATION ,,e• . 1'_O. Z H Uj 209.2 3 -r^tl►�l� �... x � N N . _ --- — -- Z 00 - —T—. - p i13 iL C.C. �, `� ,`� �` ` W C.C. \ \ C.C. ( VA \ ` -,` \\ \ .,;. \, �� OVC.C. / /' C.C. ( w '10 - - - - - - - - - - - - - - -- — - - - - - - - - - - _ I,IKJ I 0 roar 226 R - I W FIN 4f'/' _J W NORTH ELEVATION 1/e- . 1'_O• WEST ELEVATION . . • SHEET NO. . ON ,,e , O 48 OF ( 17 ) 9575 SW Locust St. SUP1999.00317 9 of 26 Cm l II ililllill(Ilil�llll1'lil�l Jill 11111111 Illlllllllllllllllllll�ll llllll�lllllllll� liiil ilii i Ail iiillli ill till III,. LEGIBILITY STRIP 0 z �4 5 6 7 A 9 to I I I> 1$� I� ! i I!! 1 le 19 20 21 22 23 24 25 �� 27 2✓= 29 3 —. _ .---- Ipmm.lem O 4 0 Z I 1 1 O1 NONI 1 l OZ 111111W1111,111 11111 1111111,1 0t .-Jilla Ell "011m"0 9 IN . _ Ill ,,., .... 11pli .. .., '.. - ... ,.. .Jdalrlfl� irk,.. SIYT. f f 1 / s F 1 r 1 f 2 6' SQ. ROOF JACKS AT Z a W 6'-0 O.C. TOP 6c BOTTOM Z �' m �► OF EACH MY W N N Q � � .: 12 = PrZtN7 -7 77� I I Wit-? '-y ! � �' @► � 9'� � _. (� �o p 3W PRE-MANUW ROOF r I O Uj TRUSSES AT 0, I I 5 N AT- rt �"� R- BLO INSULA N _ 1.1�r H r��1 1 00 < CIC)aC� Innnn r 2-LAYERS OF 5/e' I 1 TYPE X GYP. BOARD I I I 0 1' -CRETE OVER I 3 4 T do G PLYWOOD I I 3�/16 INDEX I I I TYPE X GYP BOARD I OVER RC-1 RESILIENT CHANNEL I I � I . 211 - �la�� I I ^ V�,r.i IT) 1' JV-CRETE OVER �. - A_ 12 3 4 T & G PLYWOOD I I 3 /16 INDEXJ 04 31 00 TYPE X GYP 9WO CHANNEL-1 RESILIENT I I :. 1 HR. CEILING - SUSPENDED o OI I I Ir Aj UN'Tt� I� N) I I INSUc.r�Ti�N L31W►� r �Ier.V. 7.op! 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ATI I•J � I a. � F > � _� �g rlY�su►�1 �HTrc� , ,.. , 11 ',-11 , 11` 1 II. 1 11 , i ego ► I = 1 I - _ 611,two 7 p •�, i r (�,r `„ !• \ a '. ice. , ,, 'i- r SHEET NO. 1 - , z � � O I-�. \�� l. l_._. 3 P � R. � '�. \vim l•L. 1�,�.�' \�/,,�:-.� � - , 3 /Aa : �I _ CI( 1 � ��.0 I .OI► 3/+11 If-oil I3 ��k= �ti��t�I �► 1 �/� n ._ti-�li OF(17) 9575 SW Locust St. BUP1999-00317 I 14 of 26 C7 I iiI11IIIIIIIII1111IiIiIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllll IllI11III IIII11 TI IIIIIIIIII!i ';II'i i 'Illlllllllllllli LEGIBILITY STRIP m 2 3 a s s e 9 to I 1 12 113 14 r 1e 17 18 19 20 21 22 23 24 2s 26 27 2e 29 30 omm:i [m z'- Lld� I 1 O 'p � HJHI 1 IOL .lIlL tjjlJ 11�1l11T1�1 I1�J�1� 1�1�11�.�1�111�J�I I '�1� LUL , 1J Il l I l)1 Oz , Yt .h rAYfr1•MMW.au,.w.•.rwa.r..,mr.....rr..-_.........+-+w•..,w.r.•-.--_-..._._...__._.+.F.R...,.,,.. i a f ; 1 I 5 I""_ 1 I � �,}C _ � • •• Y t''I G,�l.i i- Naz. __ - ------ _._ --- f ,. 1 A L-Lo- A.1. 6 ril..`Y 2 x � Jt �, ,� 1 11 /'_`'' 2 L A rm- D (3 PE,A• z f5x00 11 a C II PA► j��L_- M•TL FA -4 W N N MTL _ Ir oto r x I - -11LW - H ov s I N w�r• • E L TLI .- t U 1 1 x d � ' u,0 is I t:v' l�� - 5/2;11 G - Ell 1 HoUt� P! �:1'�tG- 1 O • J�=•� ' w S/�!'� G„is, X !� 3 CK � J TY-Pe BEAM 2 1 HR. COLUMN �G�'��- �I`�'� v �' t2�-1 < o 0 w 3 TYP. MECH. CHASE . - LA�JNDRY CHUTE s�Ves C - �5 �+F N h��,.. ,• Q A iN�21 0V— : SCALE 3" s 1 '-0" �� S► UDS ,;ro'' % t AJC, I \1/� M44 . -- - � SCALE 1 = � •-0" SCALE I " s 1 '-0" ���,,� . I n = 1.dr o 11 . C0+4 1 1510A Sal, d i N FLAN ��/ Ai!/L.I�N.�".�I'A!�� '�_ :• + � -- . . • Val r,. Tz, F f:t 2x2 &Ale, t t = G�r/ �a1i .• • 3L11L �/'3 M-CPZ5 I'll 'CX 1�T A"CUrsHF11 I �StoP ' Tal —col I _ • ' d 4 ��'C-Z I 1 �'.. '� 1' CPNe-}• - -. •. •• . . LIN6;ItE �s �/ 11 1�"cam I ��1.� GAN_ I •' ' � s/e 4yr,611� bT� �� _ M x STL.. � S�� s� � H • ( �'} ANG 51.E ;. , .. . • , • • a1z _% CDYM•ra (2011 6VMr•44Mp '�'' �� t�-`VJ.3 X11 ••:• •' , NoT1� t - I 1 c ; '; SEAQ \v 3 M WOOL) &A'c , 1 � Wt.,.cv !x Pa. �G A:L.J ,�l� - _ �Y'Z5 \uta • �Ho u ,. res �I G,a+ �K _ �UAAt+Na c�:.�N!vics I � 1 i T�-I I G le~ d Sl•, _._Tlaz:r 1 0"t-� z \u H EN LIS, 1 N �l r <0 1 HR. COLUMN t $• ,41 T Y , � ' I �`' PIPE trq---�PIPE 4- " _ , 8 SUPPORT PE a Tn• �iAu... .- scALE 3 _ � -o" �4 PENETRATION to �VA►I1L RECESS i 1r1X NIM 5 :.;� FAN �� TYP. u%-1 31 r., zx I M_ \VALI• w 2'-LAs A44 W. raw- ,% I �., .�.1 ISI •fix, f - I' . • r !i. 0 M O Z eNe N - lWaVa Al- - `1111- cs rr ►c:. : l� .. I ►► Z F wt ~Ir0 - G -- x - Z .-_.._ . ..-.. _-. • iJ - -- Ilk. C•� -art N Woo lefti s - mo iOWE. _ p • � Z C4 �1 I %X3 _ I 1 M G00 -- - :.16X ►1 a � r GUARDRAIL DTL, IZ BALL SECTION I� TRASH ENCLOSURE14 AN CEASE I SCALE 1 " : 1 '-0" Fj UNI WASH PAD SCALE 1KALB 1 V'm 111-0 w 1 ..� ..r. JAM � '•--`. Z �M Fk e-h�•`�"c�r• ISL-�� x -� SI.1�-I hl I q p I CITU m-- Ido ` . �► . _... Z.�'_ _ "f .1 x •� x 'j/ " G ./ n 1 ) r I I N vf' 7•J 111 6•v•r1" Q Cr.l Ll� '� " 1 '� Q -�uAT0z � w/ I/V �.s,s I11 �n ��c le�s� G � `1"s �. I11_ X11 _ o A. I == I�;,1+ • l/�N� `i'� Holme ....�Y ' ucFt SIT 1NAL..�L. r'I -r WN, j�.,� - _..• A SHEET NO, I(o ELEV. HEAD I`1 ELEV• SILL � � �'I,Ii Y� ,Sj� � 9575 SW Locust St. LEV. DOOR JAMB D 13UP1999-00]17 LAD ER iDCALB 1 1/_" s 1 '-S" ACAD.B 1 1/t" : 1 '•0" � AT CONC. FLOOR SC " � w I ---- . ...r.. .r ,5 0r 2e s _ ALL 1 1/t s 1 -4 SCALE 1 1/t" : 1 '-®" I AT ELEVATOR PDT - SCAM 112". 1'-0" OF ( 17 1 law ` .,...«, :..., . :..:..n_++.a....rwva..•__,, .:w...:..... ._ —'__.:.. .. - ..,..._...+....+........w,. ..;.;ua.aeeud.••rwy,p.,oa:+mca+aH'a+tMM'lA4Ut!•Y/r"5,:..-... ...-..a;^!d!9'k+'f Cm I j+;,ljlll+ Inl�luli+u jillljl; I+IIII II+I (III IIII IIII II+I�IIIIIIIIIIIIII IIII IIII IIII IIII IIII Iill IIII II II IIII IIII IIt+I+III IIII 11 1P IIItnit +I j j i , IIII IIII I Illili illlllil "IIIIIIIIIIIIII LEGIBILITY STRIP o j 2 3 4 5 6 7 IO I I It$ 1 111 i 16 17 18 19 20 21 22 23 24 2I';5 28 27 28 29 30 ni Cm om Z I I I 01 H0 . lO0 ... .111�1. J.1lt�tJat1�1.►11w11�11 .�1�lJI �Ja1 .�1�I�1�1W11. T1111t.Li1�l�Wlla►1�111il�1� j _ ' 1 a y N i _ • TYPI L...AL I H ;z s t L ✓ \b�,L MIX �,5��► p�, SIM 612 !^'_'-` I f��- �.�u L-I�.'bb �l8 �� x I� w. 1 � TI eA IIJ ?�C_5✓.�.I P � USAN H a'v�l N - ggH 11 MIMI tif'Tl.. l= 11Ire tv�w, JAT �a G s/81� G BSC .4 Slams -- M I N Is CAL.. f 9po� H�'us l►tel G1 I °1�� I Ns U L'AT 26I V f j 2�cio 'Z-L... -- �o�C !.ouYt E� cpUTS 1 o� C S// ' I Pau -9 _ ------ - �V,R/ G t4T I 2 �.ws o Ip 35 ��M 130ocV_I N f - r I 00 ALS MaLT 7-= lJ Ll-­-�Ty P � G H G HASH �; G z H AS EE G H A !Z�. a gal \�fj 1 c), 0 L JF 1�11 C)F, Mr­o-r T ea CIA Gt WR$Q H S4�J4 ot- el 's d S e I bl,� I _ r- - ~,-�'r_; ' �� "' M TYf: < I I Haftk-;X�a 44A41-.- O N Ly �106X�A ToP Bim - 2 �.� 'F .S OF _ _. _ urS �'� _ _ HDUSI N I 1211 O F;9 ;ac- G I � Gd N I H SCI-t ri.0 so -s I N Pi � IJ F•+o�..I�z I A LUGN 12�.t� L'1 E, -61 DSS o F I N d � $PMS, , Yom- T �.�i� 1 �.. ,,,, SH T MI-=L u li (I H L , br.�A Al t:'�.�� I 'Z�C�#' Ct�i4Gl�l Z9 x i III �T J ...._._._ N t� ,% 2)K svr� {.,a�r� o IUP Tk FSaFI , oc - � P.... TY P !G4Al.� III = I I - oll �S I H0x S�TTc .! sG�,�� II I _ ©II �NTA� .T !'I A 144 F7Z rjai 4: H 16� H L.-O\V V7 �•+cl' wr, mss• Q I 4 I �J _ P=—D— .- - - s Z '5GA�. 'r $II �. QI� Q g��I�� O[� .T i H Ic�N �x H AI[� O uG \�/ u tZ o}-u - se G rz1 L�, sl�. ngO C;;"UGT 'ryI;pI4AL ,jnd ird -tZ N 1� = � M � fj 0 a �/�y t-JG I ►NTA�c�. SA a > v� HIGH L..,O\V VEQT-3 � TYr: FAQ 4:::;HA45�E ro = _ 1 Cl SHEET NO. t OF ( 1-1 9575 SW Locust St. BUP1999-00317 16 of 26 LE%IBILITY STRIP C 2 3 5 6 7 8 9 IO I 12 13 !4 16 17 Ig 19 20 21 22 23 24 25 26 27 28 29 30 x $I 1 OI J 1 1 1 i NONI f !OZ 1I1111J.0 I 1 I II1�l�J� 1 I 11 1 II�III� �f' �Z 1��� ,t mid., .n+r4unc.n...ri.0 ,- :«a""'r""•"+4• rnx:t .... ... _ } 1 t 1 AMERICAN NATIONAL STA\DAR D 4117.1-1980 h"DICAPPRD FIXTURES A ^014019"s Is.. " M-4. TOIL.7s? OAAB BARS UP 33" TO 34� Orr FLOOR. r I - • - 35 _. ' I T*XLIT up 171, TO 190 Orr FLOOR. --- T.P. 01/PSMSOR 19" OFF FLOOR. -r _ mawIlan __� • /INK 29" MIM. CLEAR UNDER =N, IN MIN. (a) - SIXX DXM LIVER FAUCET HANDLES- Side Side Reach Possible • _ N N �p N a. MIRROR MAX. 40" OFF FLOOR. Mf ' la 6. $•-0" DXA. HU,NDICAPPED TURNING CIRCLE. i N P.Mvnroa fan 10 n 100 — I • F; (a) (h) 7. HANDICAPPED TUB WITH THE FOLLQWING. Clearance r� TUB GRAB BAR/ BACX- 24" WION AND 33" Orr • •'�*Me "Pik . Tug rumt, awma BAR C)rM'Pun 9" A/OVE RIM Or p TUB. TUB GRAB BARB HOCM IND 24" NIDE UP 33" NIM. � _ (al TO 34" MAX. OFF TUB FLOOR. TUB /RAT TO BE Proportwni s P x MOUNTED IN TUB. FAUCETS AND OTHER CONTROL./ Lij Lavatory Cleanness •HALL BE MOUNTED ABOVE TUB RIM AND BELOW THE i 9 1I GRA/ BAR/,a11AL L NOT an MORE "t" 21" rROM {/1 FROM, CLEAR FLOOR /PACE. A /HOMER /PRAY UNIT. • • WITH AHO/R 60" LONG THAT CAN 22 USED AS A ' >'oo FIXBD SHOWER MEAD OR AS A NAND HELD SHOWER _ all " as PROVIDED. THS ./PRAY UNIT /HALL BE r• Ware:to r 8 so M t7to alrll).111ar1 a aM� War): It a>I s 1w pos rnrnl,uMn,atW LO�.A?i0 WITHIN REACH RAMOSs .OF SECTION!.1.�:�.t1.0.°1. 4 ^ F ....................... w ail is tus wra1. t»>>o is(760�wrn1. V f (c) UBC '— • o Forward Reach Required — Uilplay Conduwnl MOLL IN SHOWER WITH THE FOLLOWING XQUIPMRNT. GRAB BAR/ 3-8103/ UP 33" TO 36" OFF SHOWER FLOOR. ' Mounting Heights and Aannra for Telephones GRAB BARB SIT= SND SMALL, 82 27" LONG. GRAD I MR OPPOSITE CLEAR FLOOR SPACE SHALL BX 41S" LONG. h;ternNional Symbol of Accessibility 1 /TALL 219E 3c-0'X Oc-0" ROLL-IN TYPS.• WATER CONTROLS ON SIDE WALL BTWN. 3S" AND 49" Orr STALL i - FLOOR AND COMPLY WITH /SCTION • 4��7•iGUBC � SHOWER HEAD MOUNTED ON SAME AS CONTROLS. 1 (e) (,) BHOWER SPRAY UNIT WITH A HOSE 60" LONG THAT CAN BE • UBSD AS A FIX1W SHOWER HEAD OR AS A HARD HELD SHOWER, Sit" BE PROVIDED. ?H2 SPRAY UNIT SMALL 6" 1Sian Std SMeinS of Handrails watt Grob Ian St LOCATED WITHIN REACH RANGES OF SEC•"ION 1109.4.10,S P ,• UAC. lot AMERICAN NATONAL STANDARD A117.1•It?�0 I O G O LI I•.I S 14 KS 3 1 A 5 O\J� FI OD R one Dom " D C E E o r = _ 41 all•rMl• 1011 gig 4 �' �-- 48deet location gamin •.1rlr.t SINK . s I N k To 2sa �I I• �P T K � N -v (•) (e) �, u I,,o1 .Wn by 36-in 30-in by 641n 15 Close Floor Space at Water Qoseu (91 5-mm by 91 5-min)Stall (760mm by 1 s23•Ittm)Stall 12"% 1 TO 1© �O� �-S- I^1 S S H�T tt Y R O ROOMS FOR HEARING IMPAIRED TO HAVE THE FOLLOWING Shower Sin and Clearances • EQUIPMENT. VISUAL ALARMS NOT LESS THAN 80' ABOVE FLOOR OR 6' BELOW CLG. TELEPHONE)ACK AT TABLE FOR M 11012 noin am eon i.ah � a PORTABLE PHONES FOR BRAILLE A HEARING IMPAIRED W/ 12, I ELECTRICAL OUTLET WITHIN 4111'OF PHONE EQUIPMENT. paper SUCH RMS SHALL HAVE SEPERATE VISUAL ALARMS FOR IN- 3"n by 36•la(91 IS by 91 1.5-mm)Stall N M � COMING PHONE CALLS& DOORBELL MEC, 'STAW IPA,RD Z' }---- so w,wall .und oz (i) �) � earl IL 11f, mounted ..e, Mea ` Will Back Wall Side Wall Z NOTRI ROVIDE* ROOMS FOR HANDICAPPED \Vr 1e h W .1�-►; r� Standard Stall Fig.29 S SY moot, MS CWIPEPWIT11 ROLL IN S110149RS. TA${� �) ars z INNER Gab Im at Water CI•asta ' PROVIDE Z ROOKS rOR HEARING IMPAIRED �-_--alt•n+a1• �pp A/ PRA UDC CIUIPTER TADLR I C x N r�-T Iola IttmU / IP60 Yvl) �►:� H A , I2 I G/� fN z U '*fir. '-� I s.JC l�Tl r 1 r 0o > f wa, �� (S�,DrI` 'C� UNI 4 FIEF AUt�►T� .- InI m ) !V I `9C' J , r - �dTI fJ ' ,� (b) s is i�t c. W -� Z tt oo ._ �_1330 30-in by 6410(76omm by I s2s•mm)slap •A • 1011.1 poor X 0 a "' e Grab Im at Shower Stab a {� Shower Scat Desi n r 48 min (e) N) k Rear Well of Standard Stall Side Walls m'n - -#- oto Fig.30 1 _ t. ................ Todet Stella ____ 422 11 10 i 1 �' area ..... ............ .... y .. .r\ O _ _ .............................ao • , laps Li in Ma toot Mak head a) (b) (U Spout Height and Clear Floor Spice V With Scat in Tub With Sat in Tub /� aecesolbl6 path of travel 3 II Kttaa Clearance ..... '48 I 30 m h :!�ntl ago __ ---- _ ..... ...... .t .................. 1 M11111. ,•• . ,. ........ TC T F _ : t.. , f-! control _ o CI•N ars. -= C____=====3 • t Nl� _I..1 floor wJ epii apace ? 17 SHEET 140. La 13� � I 3O IQr' 1 '' ° ...........sass ............sass. 'f f1 - —� N I toot Msec � ..i ' V 75min (b) (e) (d) SYMBOL con With Seat at Had of Tub Fra$und _ Built•In • Show(er controls Minimum COaarneess for Slating and Tables d Shower head With Sat t F1ad of Tub Fountain or Cooler Fountain or Cooler 16 ITEM SIO TY��G� c0uN � ♦Drain OF 9575 SW Locust St. BUp1999.00317 17 of 26 CR ullnil'iitlli(IrIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IItIIIIIIIIIIII�tIIIIII!I�III!III!ILII"'•+:I�Illllllllllllllllll�lllllillllllllll!'I;I! 1111 IIIIIIIIIIIIIIIII' lllllllllllllllllllllllllllllllllllllllll LEGIBILITY STRIP o 1 2f' I 4 5 71 •1 - 0mm.1 10 1 I 12 13 14 le 17 Id 19 20 21 22 2'3 94 215 28 27 28 29 30 4 I OI I+ONI a IOE 1 1111.LI I J�.�lI1�J�1 �l llJ���� I I I' 0a w .I.W.1JIl�.l�,11 I� -frospo _ , sass ,. .. _.., .._. ., ,. ,..,. _ l'or'l,k$qo"onlqprlp$��"'NRV%.Mq. ... r...,r..w+1.lMMIIM�!�! .n+MwK1�r, Rl�.•R°yeaa , l'�lM�Rt. ... i +t # 344 FIRE RESISTANCE DIRECTORY(111)(111M) FIRE RESISTANCE DIRECTORY({XRH) FIRE RESISTANCE DIRECTORY({XRH) FIRE RESISTANCE DIRECTORY(BXRH) 343 FIRE RESISTANCE RATINGS ANSI/01.263 (BXUV) -Continued FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)-Continued FIRE RESISTANCE RATINGS - ANSI UL2f3 BXUV - Continued / ( ) FIRE RESTSTANCE RATINGS - ANSI/UL263 (BXUV)-Continued CertainTeed Corp. car. min thickness. Armstrong World Industries,Inc.--Types 5/8 fn. P(S)24 x 24 or mixture to 595 lbs. of sand. Compressive strength 900 psi minimum. p and secured to wood joists with one Ed common nail approx ]-1/2 in. 13. Acoustical Material,--24 by 48 lay-in panels. Border pieces supported above the bottom 0f the joists. Duct hangers are to be 41 in. O C. with <8 in., or 5/8 in. PC (S) 24 x<B in. Thickness to be 1 m. minimum. Building paper (Item 2)optional. by min 0.016 in.thick (26 MSG) painted steel angle with 1 in. legs;or one hanger next to each dud outlet. 9. Hold-Down Clips-(Not Shown)-1/2 in. wide, 0.021 in. thick spring floor Crete Systems, Inc.--Type 11. min 0.016 in thick(26 MSG)painted steel channel, 1-5/8 in.deep with 8. Damper-Min O.U5e in. thick 16 gauge) steel Two clips placed over moss tees 12 in from each main tee. System No. 2 1 in. bottom flange and 3/4 in top hang Acoustical material held Protected on beth surfaces with(1/16 in. ceramic c Cuei paper nd held 'Bearing the UL Classiflcahon MaAing floor Topping Mhzture'-Foam concentrate mixed 40:1 by volume with securely on steel framing members by means of held-down clips, 1/4 in. open with a fusible Link". (Bearing the Ul listing Mark). Damper to water and expanded at 100 psi through a foam nuzzle.Mix at rate of 1.4 wide,formed of 24 MSG spring steel and spaced 2 h OX.along cross tees. overlap duct nutlet 1 in cu h of preformed foam to 94 lbs Type I Portland Cement and 300 IIs of (S)-Surface Perforations. min.In lieu of the dampers described above,Dud Outlet Protection System A. Design No. L209 sand with approximately 5.5 gal of water.Cast density of Floor Topping Armstion World Indust-fes,inc.-Type 1/2,5/8 of 3/4 in.P(S). as described in file Design Information Section may be used with steel Mixture 100(+0e- -)5 pcf.Min compressive strength 1000 psi.Thickness Type P (S)15 mm thick 600x1200 mm. These metria size panels duds. Unrestrained Assembly Rating-] Hr. 1-1/2 i,t may only be used with metric size grid described under item 10A. 9. Air-Diffuser I'rofection 24 by 24 by 1/2-in. trrick Acoustical Finish Rating-14 Min. Elastizell Corp,of America-Type ff. 14. Wood Hanger{lock-2 by 4 in.,installed betw,en and perpendicular to Material',with hole cut out 4.center - b around air outlet and placed System No. 3 wood joists located to support dud suspension straps and hanger wire on top of diffu••er. (5)-Surface Perforations. floor Topping Mixture'-Foam comentrate mixed 40:1 by volume with 1.1/2 in.below subhooring at sides of light fixtures wherever duct straps 2 3 water and expanded at 10�;si through a foam nozzle.Mix at rate of 1.4 cu h and hanger wires are located betw fen wood joists. p Armstrong World Industries, Inc.-Type P(S). i 0f preformed foam to 94 lbs Type 1 Portland f.eroent,62.5 lb of Pea Gravel and 'Bearing the UL Classification Marking 10. Hanger Wire CAA steel 12 SWG min diam,attach edd to wood)oistswith 312.5 lbs o`sand, with approximately 5.5 gal of water. Cast density of Floor ed common nods driven approx 7-1/2 in. from bottom of the joists, T 'T Topping Mixture 100 (. or -) 5 pcf. Min compressive strength 1000 psi. spaced not over 48 in. O.C. along main runners. Nails to be bent flush i \ L Thickness 1 in. with joists. Wiles to occur at all four corners of each light fixture, at Li,e•Gete, Inc.-Type 1. Design No. L210 midspan of cross tees at the sides of light fixtures,and adjacent to main runner splices. 6'MW. 4 6 14 System No. 4 Unrestrained Assembly Rating--1 Hr. 11. Steel Framing Members- Main runners 12 h long, spaced 48 in. OC. floor Topping mixture, -6 8 gal of water to 80 tbs of floor topping mixture Unrestrained Beam Rating-1 Jr.rCross tees,nom 48 In.long,perpendicular to main runners and spaced 24 1 � 1 to 1.9 Cu h of sand Min cunhpressive strength IOSO psi thickness 1 in. Finish Ratio 18 Min. in.OC Cron tees,nom?4 in.long, installed perpendicular to 48 iu.ton It f Hacker Industries, Inc.-firm-fill, firm-fill 2010, Firm-fill High y cross tees. 9 9'MIN. Strenytr, Gyp Span Radiant. Armstrong World Industries, Inc.-Types AFG, AFG-A, FG, 9 ) floor Mat Materials•-(Optional)--floor mat material nom 1/4 in.thick "Noxiind Dimerrimu FST-6000, •6000A, -8000, •8000A Type GLOP(consisting of main 8 2_1/2. adhered to subhoo with Hacker fluor Primes Primer to be applied to the runners,4 h cross tees and steel straps)for use with 24 by 48 by 10'MIN. surface of the mal prior to the placement of min 1-1/2 in. of 1 2 3 4 7 5 B •� 2 3 6 n 5/8 or 3/4 in. tick Type P Uy-in paneL•. �Q floor-topping mixture. T' i?' ,e I CGC Interiors--Type DXL. _4 ` I Hacker Industries, Inc.-Type Sound Mat. - - _ - Chicago Metallic Corp,-Ty es 250,260, 1250, 1260, 1850, 1860. 1 2. Building Paper-Commercial rosin sized, 0.010 in, thick. ��� •B. II ^ T' I 'iel USG Interiors, Inc.--Type DXL. i - - - 3. Subflooring-1 by 6 in. 18G,fastened diagonally to joists,or 15/31 in. B 6 013` p 11A. Steel FrarninJ Members--Metal pans--(Not shown) (Optional)- 1 _ plywood, min grade 'C-D' Exposure 1 or C D" with exterior glue, and p - L Channel-shaped metal pans in various colors and finishes, installed 7 \ - conforming with PS 1-83. face grain of plywood to be perpendicular to p - -� -may 24.1/2 peipendicular to cross lees ar main runners and spacrl 4 or 6 in.O[. the C J 8/ �Q 13 Crisis with joints staggered. 4 �� flange edges of the metal p ns engage and interlock with the vertical . Cross{ridging-1 by 3 in. g tabs of the crrrespondiny grid adapters with tabs 4 or 6 in.OC.(See Item 5. Wood Joists-4 by 10 in., spaced 16 in. OC, nrestopp�d. - - 118). End laps joints of the metal pans shall occ'o adjacent to main 6, fixture Protection-Acoustical Material*-1/2 in. thick, cut into 1t N u runners or cross tees. The metal pans shall each be supported by at least 1 2 /! pieces to full"a 5 sided enclosure, trapezoidal in cross-section, approx It 12 M 13 !/Z' two main runners or cross tees. �7 1/2 fn.longer and wider than the fixture with sufficient depth of provide Beam-W8x20, min size. Chicago Metallic Corp.-Type 1b50. At least 2 1/? in. clearance between the tod of the fixture and the 1. finish flooring-1 by 4 in., T&G laid perpendicular to joists,o, 19/3? 11B. Steel Framing Members*-Grid adapter-(Not shown)(Optional)-For enclosure. Tile pieces are field together by 6d rafts spaced 1?fn.OC min. in.plywood, min grade"Underlayment"or"Sturd-l-floor'with T B G long use with Type 1650 metal pans (See Item 11A). Angle shaped adapter (S).Surfacr Perforations edges, and conforming with P5 1.83. face grin of plywood !o be with a looped return flange; installed parallel to cross tees or main . f Armstrong World Industries, Inc-type P(S)• peipendicular to joists with joinb staggered. runners by engaging return flange of adapter to the flange of the truss c 7. flexible Steel Conduit--(Bearing the UL listing Mark), tee or main runner. The 48 re- 24 in. loo adapters are intended for use 1A. Alternate Finish Flooring--Thr alternate finish floorine may consist of g p B. fixtures, Recessed light by 4 i sir the UL listing Mark). it area r a duet the following with cross tees or main runners, respectively lamp type,steel housing,?by 4 h size.Fixtures spaced so their area docs Chicago Metallic Cor I e 1650. not exceed 16 sq h per 100 sq It of ceiling area. Wired in conformance System No. 1 p•- yV Floor Topping Mixture'-10-13 11C. Steel Framing Members--Filler Strips--(Not shown) (Optional)-fur --� /-� with the National Electrical (ode . fixtures and ballasts must be mixture t0 595 lbs. of sand. (goo fe watch to 170 lbs r(floor topping use with type 1G50 metal pans. Filler strips are 0.018 to 0.024 in.thick, 1 2) considered for these ambient temperature conditions before installation,in, p essive strength 900 psi minimum. steel or alumhn,rm, 13/32 of 5/8 in, deep by 3/4 in. wide, placed 1 9. Hanger Wire-Daly steel 12 SWG min diam.Spaced not more than 48 in. Thickness to be 1 i7. minimum. Owlding paper (Item ?) optional between the metal pans. • "/ i-� �.� OC along main runners, adjacent to intersections of main runners and Floor Crete Systems, Inc— 11. Chicago Metallic Cor cross tees. Additional hanger wire; required at all four toners of light System No. 2Framingg p•--Type 1650. flxiures, at midspan of cross tern adjacent to light fixtures, air duct Floor Topping Mixture'-foam concentrate mixed 40:1 by volume with 110 usedas ialternate let oe15/lb�inl.wide flange grid systems, grid runner:, outlets and at main runner splice locati, is. Hanger wire supported from water and expanded at 100 psi through a foam nozzle Mix at rate of 1.4 nom 12 ft long spaced 4 ft 0(. Cross tees, nom 4 it long, installed 8d common nail%located 1.1/2 in. below subfloo in . cu tt of preformed foam to 94 lbs Type I Portland Cement and 300 lbs of perpendicular to main n nneis and spaced 2 h OC Cross tees, nom z `t 10. Steel Framing Members*-Main runner tees nom 12 W long,spaced 4 it sand with approximately 5.5 gal of water. fast density of floor Topping long,fnstallyd perpendicular t0 4 h cross fees and spaced 4 h OC.for use " OC.Cross tees nom 4 It long, installed perpendicular to main runners and Mixture 100(+or-)5 p(f.Min compressive strength 1000 psi.Thickness with Type ll nom i4 by ill in.squab,edge or andtegspa ce a lay-fn panels. spaced 2 it OC. 1.1/1 in. Grid modules containing light futures must employ a fgixture centering Armstrong World Industries, Inc.-1ypes AfG, AFG•A. Elastizeil Corp, of America Type ff. clip at Pauli corner. The 24 gang-electrogalvanized steel clip is nested CGC interiors -Types DXL, DXLA, IXLA. System No. 3 on the flange o`the intersecting grid tees,has two 1.7/16 in,high leg,, Chicago Metallic Corp.-Types 250,260, 1250, 1260, 1850, 1860. Floor Topping Mixture'-Foam conrentiale mixed 40:1 by volume with with their side%perpendicular to each other and a ll-shaped return at the National Rolling Mills Inc.-Types FG, FST-6000, •6000A, -8000, water and expanded at 100 psi thmugh a foam nozzle. Mix at rate of 1.4 top of each leg for engaging over the bulb of the intersecting grid tees. J O 8000A, MI I R-6000. Type GLOP(consisting 0(main runners,4 it cu h of preformed form to 94 lbs Type 1 Portland Cement,62.5 lb of Pea Armstrong World Industries, Inc. -Type fSll(. 7 cross tees and steel straps)for use with 24 by 48 by 5/8 of 3/4 Gravel and 312.5 lbs of sand, with apprrxinhate�y 5.5 gal of water. Cast 12. Fixtures, Recessed Light-(Bearing the UL listing Mark). Fluorescent In. thick Type P tay•in panels. dewily of Floor Topping Mixture 100 (+ or •) 5 pct. Min compressive lam t USG interiors, Inc.-Types DXL, DXLA, ZXIA. strength 1000 psi. Thickness 1 in. p P yp steel housing,2 by 4 ft size.Fixtures spared so their area does 10A. Steel Framing Members"-for use with metric size panels described not exceed 24 sq h per ino sq it of ceiling area. Wired In conformance lite-Crete, Inc.-type 1. with ilia National Electrical Code.fixtures and ballasts must be considered under llem 13. Main runners nom 3600 mm long, spaced 1200 cram OC. 2. Building Paper_commercfai rosin sized, 0.010 in. tock. for these ambient temperature conditions before installation. t- Cross tees nom 1200 nu" long, 'milalled perpendicular to main runners 3. Subfloor--1 by 6 in. TBG. Placed diagonally l0 )0ists, or 15/3? in. 1?A. Fixture Stabilizer-(Not shown)--For use with the Type 1650 metal and spaced 600 mm 0( (or 600 by 1200 mm lay-in panels plywood, mill grade "C-D" Exposure 1 m "(-D" with exterior glue, and pan%(Item IIA)and the 2 by a it size light fixture(Item 12); one min �� CGT. Interior-Types DXL, DXLA. conforming with 1'S 1.83, face grain of plywood to be perpendicular to 0.047 in.thick 16 MSG g \\, In. Interiors, Inc.-Types Dxl, DXLA, ofsts with joints staggered. ( )gaI steel channel yoke per light fixture,secured 11. Air Duct-formed of 20 MSG galv steel, with duct openings not 4. ridging-1 by 3 in. to tile- web at mid%pan of cfo%%tee on each side of fixture. illi. Fixture, Recessed Light--(Bearing tiie UL listing Mark)-(Not 1 Finish Floorinr� 1 by 4 in 186;laid perpendicular t0 joists, or 19/'i2 exceeding 113 sq in. per each 100 sq fl of coiling area.Area of ind duct 5. Wood Joists-2 by 10 in., 16 in. O.l. firest0pped. Shown)-A% an attematc to Item 13, incandescent lam type, steel In plywood, mill gr4de"Underlayment"o"Slued %•floor'with T9G long opening not to exceed 113 sq in. Max dimension of opening 1? in 6. Nailing Strip-Cut to fit between ends of joists flaming into beim and ShowhOu-ing, nem n aft in. dean, by 7-1/? in. high. Each future p rovidcd Pdye%, and confomhiny wilt, PS 1.83. face grain of plywood to be Supported from hangger straps mane of double thickness 24 M', to be flush with top of joists, with a nom 6-1/2-1 in. by is fn. painted steel base plate fixture pro shed perpendicular to joists whlh)'Dints staggered. and spaced 42 in. OC. 7. Air Duct--Made of galv sheet steel with area of duct openings i to to the"high hat"fixture with fou'steel screws.Base plate to be provided IA. Alternate Finish Flooring-the alternate finish flooring may consist of 11. Air-Duct Protection Beard--Made of min 24 by 24 by 1/2 or 1 rah.piece exceed 217 sq in. per each 100 sq it of ceiling area. Area of indivhd(af with steel bar hangers designed to span arro•s nom 24 in. spacing of the following: of Acoustical Material placed 0n top 0f duct over opening,extending the duct Supported not to exceed 227 sq in Max dimension of opening 17 in, cross tees for fixture support. fixture su entire width of the duct and beyond the edges of the opening not less pp ted by No. 16 MSG, 36 fn Cony cold-rolled channel, 3/4 in. wide I independent of ceiling cross tees, with steel hangerrWi e%wood ecuredsin System No. 1 than 5 tri• and 1.1/2 in.deep,suspended from the joists with No. 11 SW alv wiry Floor lopping Mixture*--10.11 gal.of water l0 170 lbs.of floor topping 9 steel bar hangers near each corner of the base plate A max of two'high PP 9 Armstrong World Industries. Inc.-1/2 Tri, min llhickness. LOOK FOR MARK ON PRODUCT LOOK FOR MARK ON PRODUCT SYSTEMA DESCRIPTION SKETCH AND DESIGN DATA C 2 O GA FILE NO. RC 2601 1 HOUR 0. ---- GYPSUM DOARD,WOOD JOISTS,ROOF COVERING FIRE 09"Imyar ah'typo X VYPSW"WWRN3,&M ap>p{ad as right angles to 2 x 10 wood Joists V 24'or-wilh 11/4"Type W or S drywrlll wow{24'ox-Fara layer a/s•type X wMbwrd or vane i bue applied aI AgiN arsplas to Oiab trough bests take w M 1718' Typo S ckywM sane A 12*o.C,MI.W tts and hlartnadw Joiittd.Fara Lr or JoMtU alba, Lge 24'From bee WW Joh1{. 1 til'Type 0 drywti Ili rm PIACW r bads on ttti>ikw a% co n$ a hoe layer era loihti,Ir ac- w plywood wFh axWeOr OA APpAad N rigN crow 0 ir0 tap a Jalsts wlh Sd,isle.AppropAab tool ooverfli Coling prmrldaa arra Aar am Approx.C,gr,q Waiptnt S pal 0 rwlatarsee prollmdan let•wood lnnslrsR,Inafudng truaaaa. Fire Test Flit O 172,2-25-72 Pelf ., N FLOOR-CEILING SYSTEMS, WOOD-FRAMED � P M4;GA FlLE NO. FC 5107 P.RO ETARY.' �11N 55 to�;�1; WOOD JOISTS,GYPSUM WAU"BOARD, flI�E� gpV� GYPSUM FLOOR UNDERl.AYMENT sh'proprlatary type X YYPOLM waMtX"Or wtea be"applled d Aght angea ID X ^,� 1`1110VA haring Chankd{wth 111*Type S driwaB soom t r o.e WOMMd.rad loMlls . .�. iOMW midway bafwaat awdrnuau{chwel{arta aaa 1 b Sd&iB W plac>,s a i chertr el 54'"wrlh t rem s1 12.OZ. RalBarlf - attaaMd w hh 11/4'Type W acirw{ to 2 x 10� 1 ao• 24guppoMV„x, r i aYMr00d MA1100r acct 3/4'1000 pal winded gypeurrl Am und{rlaytTSM1l �• f PROP"ETARY GYPSUM BOARD '�f°11 C+6iry W.+pl1r 3 pw Q I ; .. Domd Gypatrrs fire Tact lA R131ti 6S,11-1664, {/I ComS= $m ' '� GeOrwaCMC Ms'f1 OP's Rrawartro C �4n LS14 t7 i ( / 1 UaboDnhed GypoStaffs n FLAME CURBS Superk 'C FNd SmM Tast INTEST 5761.1,12-577 Corp"CO^tOm1Y sh'SHEETROCKS Brand litypatzm ParsNs,FIRECODES C Cmc tH00 5� !SF's � G�I L! N �S6��1. , W � Q W 3 U b cl Do NN tax 4��QJ'C LA .. 1 �4 o z5 i�' x���P�N S!o�1 �►Y6-�M ��''ia T,11 7 3 r� xi�O07 M 4 p Ng 44 ri-. G 0*IL.,1 NC.f -rlL F, V6 `r. --I N F,G33 ' IS.kUMFD 2 �f �3 r �'ia<•Gl4", 0­4Tlcgs -� 0► �I-►,ir- SLJ<rer.c N ' V NIJ DxL/ ( 'IA ) PZL.CA•-firms. (� (OPTIONAL VAL-) r 0 I 1 I I ...,..w+..+rrr„+►,rm..r... ..,. .. :e.re-: ,: ....a:.Mw�.,w=�lr..,.... .. CR , ii, , ,I ' i!I!III Ilillilli III I IIIIIIII-II'III!IIIII I III!IIIII I till IIII I Ili�I li I VIII!IIII I IIIIIIIII I IIII Illi I jllllllll I II!Illlll I I!�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII j 4-.i �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,LEGIBILITY STRIP C I 2 3 4 5 10 I I 12 I3 14 poor;rm 9 20 21 22 23 2e 25 26 27 IIIIIII28 'llllll29 lllllll30 01 I q' ' 1 I ' 1 IIONI a toe �� �Lll lI L1�11J I t�J�l��1�J.�lro.l�l , t .:., :«eller- +lrwM+Ak,Mi+NP.rriaxpiurrarwrh.»..- .,. -- ... ... ... _ .. ......,. ,., ..:. .. � :. .. :re- .. - - ...,-�*�, .... ... I TR I GENERAL NOTESCOUES k4 epuy.. I� UBC 1497 ADDITION W/ 1998 OREGON AMENDMEN I'S 035101NSULA'I IN-G-CONCRETE: 072001NSULATION : - r r OCCUPPANCY R-1 MOTEL "Gyp-Crete" gypsum cement apply 3/4" or I" as specified on Wall insulation craft Esced glass or miwtrial fiber f exiblecillos-A Same spread ROOF-CEILING SYSTEMS �\ 4 drawings over gyp-Crete latex Boor over cod sots' cc ' P� plywood blanket. Fill all wall cavities between studs, behind electrical Suspension members"USG" DOWN DXI,/DXLA Fire rated accousticid � °° Smoke Alarm fIDor. Prior to application fill all voids and toles. boxes and pig p��joist cavit1es behind rim joist the n�m SYSTEM DESCRIPTION SKETCH AND DESIGN DATA ��� ���•' I. Every quest room to be provided with a smoke alarm Note: The budding must be healed to 50 degrees for two days place the vapor barrier on the warm side and lap the flanges S •rded acoustical the ce'' GA FILE NO. RC 2601 located on the ceding and powrrecd by building oleins minimum Pero' to application aril for at kart 14 days after over the sods, Plates,joist and staple t � �8 systems shall comply with the folbwng 1 HOUR fight to form a continious 1. Ceiling system shall be anchored to resist seismic forces( OSSC, �.FIRE system application. Adequate vetilmion must be provided to carry- vapor baTier. Ceiling insolation to be blown-in or craft faced Section 1630.2 and Table 16-0). 04t�SUY BOARD,WOOD JOiBTB,ROOF COVERINGGin M cw Doors off moisture generated during curing ofasp-Crete. install glass or mineralal fiber flexible blanket imitation.imitation. Under Boor 2. Provide ion wires not smaller than No. 12 11111114411�`w"x gypsum"wMb='0 VOW at'rgm IsVi s 1D s i 10 woo0 oiew gauge sly 24•on..*411%/+w Type w a ai a*ywBoom 24•ox.ieee*w� %,"x gypsum � co N 1. All interior corridor doors to be 20 min. assemblies. after gypsum board installation. insulation to be craft f wird glass fiber insulation at crawl at 4'-0" on center, ter wives on terminal ends of cross and V w 101-,1 a vwww basis�a at i1a+o�to laaw auoupp Melon ser vAh 1►fir M 2. Doors through 2hr. fire walls to be 11/2 hr. assemblies 04245 MASONRY /STONE VENEER S" OR LESS and installed with under floor P " Typesay «�L.a/rae � a•.,dt+mnrratr.p+ar+ ti«�r atwi �"' 10► spaces support system as required main runners at a maximum of 8 from each wall four no.12 a 34'from Oaaa+I%W row,t Ar r o drywr/anotia placed r pads on slaw Ilikie ung actuated Fry smoke detectors. THICKNESS to k insulation in lace. At concrete floor slabs of fly d sosiiI aye smjontls.lr as I Q O and self obs• + aP P wires splayed 90 degrees from each other at an arngk not exceeding ��+�`��t#+o•ops•d�ISM a+f� N "Door notes" To apply to all doom All masonry and stone veneer to comply with UBC sect. 1403 occupied use 1 Upof0"'"'�%adPA AWop'���'l'+a�pr•�wwMw� w � tD p spaces rigid insulation of extruded styrofoam or 4S degrees from the pl3rre of the ceiling with a strut cerdered and ,�rlarsno.prwe�.w Oar waw fra�w,Ma, �tnwee. X101 '�" °par I. All doors must be openable from the inside for All masonry veneer four feet or less in height from adjacent ground _ ot�gr oved insulation board. The R rat' Rr.Tea FC t 72,s-26.77 immediate exit without the use of a key, special elevation or J interior application four fent off finish floor can be - -- ---- > are fouvth extending to the strtretural members supporting the Scor or roof r • knowledge of effort. exempted from provisions of UB(' 1403 if approved in the table below. above rind spaced 12"o/c b both directions starting 6' from each �..� .. g appro by building 07200 SOUND INSULATION: wall . FLOOR-CEILING SYSTEMS. WOOD-FRAMED _. Firewall doe to have latch awchanism only, not being official. Masonry or stone units to be installed as per UBC g penetrations shall be allowed in ceding em ex for . ----- - Friction fit or mineral fiber insulation blankets, labkd 3. No filing cyst Capt FILE N0. F'f,;5107 ARY be katbk from etcher side. section 1403,6.4.2. Wall ties shall be corrosion resistant,and for sound insulation thickness as shown on drawings. Tightly sprnnkiers heads. LTJ oe: 3. All finish hardware which serves fire rated door if made from sheet metal, shall have a minimum thickness of 0.030" WOOD JOISTS,GYPSUM W/1LLISOARD, � V1 Q fit all voids. Cut anf fit around all switlres and outlets. 09250 GYPSUM BOARD: GYPSUM FLOOR UlbDERLAYYENT assIemblics must be fire rated finish hardware. (no 22 galvenized sheet gage) by 3/4" or, if of wire shall have a " " Spray seal at all outlets. Rigid board insulation use extruded Use 5/8 type x gypsum board with tapered edges at interior Elect';-al thin. diameter of 0.148" ( no. 9 B.W. gage). Wall ties shall be " " " " w aopra«w MW x t0 waseo.,d a amen twee applied 0 e#0 rl�els 00 I. EmIusive of lobby entrance door, all exit doors and spaced so as not to support more than two square feet of wall polYmry� � � btu 2 thick. Styrofoam SH board or walls and ceilings. Use 5/8 x foe resistive green board +anon'sntip dna v wwt r Type s rrywar wawa/r"waataw end per, d 00 tY approved equal. Use id board in to tee.rrrd"'!`!way'eeawen oft,ttramis chant and areahed a sdadorwl phae d in aPPro eq rig tally concealed spaces. at toilet room walls. Nails,cement and reinforcing tape to be d,rmw n.4 wM eoeaela a►1r o a fleane,tft = 0 way a of access thereto must have ekxtncally ilium- urea.but shall not be mom than two feet on center horizontally. � scary dfe,rtab epslnd 24•o.G. r r- __ ENERGY CONSERVATION provided as raomlerded by board rnanufacturet for irnstallaiio;t �� t Ae TWO w mom to a s 10 wood p+ar tr ae,su ponary +w (, •-- � irate i exit signs ovith w/ktters not less than 6" in ns- _- wall ties shall have a lip yr hook on the 1. Prescriptive compliance path I to be used as a guide ► At exterior sof,Sts and co use exterior ceding board Ph 00"stm=and Wr Iwo PIN asinde� '� �MML cera WOW a per � In seismic zoites 3 and 4, g � VSs � tTi. .eight w/principal .,trokes not less than 3/4" wide. extended leg that will engage or enclose a horizontal joint rein- see energy calculators supplied. Items 2 to 14 below arc 3/8"type x install as per manufacturers specification. Verify I ft Gypsum w o Fina T"oc AInions,11-1g�44, Exit ways to be illuminated at all tunes w t � 0 Dedpn 1.5 14 Y forcemreru wire laving a diameter of 0.148" (no 9 B.W. gage) to be used only where they arc not specifically called out finish with owner. - yw xxx RW saw Tea WTUT t-741,112-&77 intensity of not less than 1-ft. candle measured at � c or equivakmt. Tine pint reinforcement shall be continuous with is the energy calculations submitted for this project. 0965+0 RESILIENT FLOORING: , UnMed9 Ma 0"M camp" - w anind floor. Exit signs to be illuminated w/2 el,-ctric butt splices between ties permitted. 2. Widow area no limit. Material shred vinyl-0.071"thick,colors selected Stem mfges '""a''rtnt000l�� lamps, one to lighting circuit A the other by 05001 STRUCTURAL METAL FRAMING 3. Window Glass U=0.40 standard Patterns, f► emergency power supply which must also provide " ...' , emergency iIl ununaation for the: ways of exit. FloorSee structural rotes. Verify all fabrications fit the actuual 4. Doors other than main entry U=0...0 Rubber base- 4 high, cobra from mfgr's standard colors. ow- H�► I I I rV✓ / `/ i . r level exit signs are to be provided at interior corridors structural members sl��and provided. Notify engineer of S. Main entry door, maximum 24 sq.ft. U=0.54 Adhesive as supplied by vinyl and rubber base martufictumrs r and be illuminated as above. bottom of's any discrepancies before fabrication. Fabrications to be con- 6. Wall insulation---••--------------- R-21 for product furnished. not be less than six inches e. more than eft inchesshaall cealtd in walls, ceilings,excetra shall be designed to do so. 7. underfloor irriulatiun--------------- R-25 09685 CARPETING: ms`s u U,=1QO N0 Qk (40)( LA + ' 05005 METAL FABRICATIONS 8. flat ceilingx------ ------- - R-38 Carpet and pad selected by owner. �q 4o 1V vPEz N S)ON s1''f M off the r or. m signs at doors shall be mounted on Use new materials conforming to si7.es and shapes shown on the 9. Vaided ceilings------ --- ---- R-30 Installer to supply joint materiai, nriling strips and reducer I AS's exit door or be mounted adjacent to the door with l>��, � drawings. Exterior'metals to be galvanized. All exposed 1 V. Skylight glass U=0.50 strips for joints at the and vinyl flooring. N�� 44 � owl L I N G 11 Le a. V�►41 /T• closest edge within four inches of door frame. 3nrl wedding to be neat and continuous, grind all exposed surfaces smooth 11. Skylight area limited l0 2•/.of floor area 09900 PAINTING AT EXTERIOR: � ( • F 1 SS V Q Z X 2. All electrical equip. A appliances to be U.L. (or other Fr� nationally 'eco test agency) and must be 06001 ROUGH CARPENTRY 12. Basement walls--- --------- R-21 iron and steel- 1 coat metal primer, 2 wags exterior alkyd- 'ru Y �� � a8 ecY See structural notes. Provide lumber with moisture content of 13. Slab floor edge insulation------------ R-15 semigloss enamel paint. installed in strict conformity wi the MFGR's installation no more than 195'.. All lumber delivered to site must have proper 14. Forced air duct insuhdion------------ R-8 Cralvenized metal- 1 coat galvenized iron primer, 2 coats imtructioru. grade stamp. Joist and fran ing anchors"Simpson or Bowman" exterior alkyd semi- gloss en&=L galvenized or approved equal. Nails as required on the struct- 07300 ROOFING 14240 HYDRAULIC ELEVATOR: NNW Miscellaneous oral notes. At joist hangers use nails as required by maanu- Architect 80 shingles to be used with a class"A" rating "DOVER" or approved equal. Mo•1el_Fleetwood 21-H. (2,500lbs.) f -facturer. Use galvenizod hangers at exposed locations. Lag or as approved with a minimum class "B" rating. Roc.f 50 FPH, Simplex operation,oil hydraui;-. 5'- 8" x 4'- 3"clear 1 Each bedroom to have at least one window w/tnax. 44" screws, bolts, nuts, washers as per suuctural notes. Wood in felt to be 1- laver of 15M. cab, 3'-6" x T- 0" Door, Dover DLP-I cab. Options Electronic sill height ab��� floor. contact with concrete, -tasonry to be pressure treated to achieve Monoply roofing to be a"FPDM" roof system with a minimum doors with senting device, fan, hall lantern dt gong. Provide WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED N 2. Provide combustion au inlet for fireplaces and stoves decay and fungus resistance ". Lay wall and floor sheathing in class B" rating. State of Oregon approved handicapped signal std � per UBC sect. 3102.5.4 for factory built fireplaces a staggered pattern. Provide s floor plates, double to 07460 SIDING: SYSTEM DESCRIPTION SKETCH ANO DESIGN DATA pp and per sect. 3102.7.16 for masonry fireplaces. ° P P control package. rower 3-phase, tw hertz installation to ---- Z plates with staggered and joinus at walls. Studs as per Siding as called out on drawings and sheets as required. purposesapps �Y OA•FILE-NO.WP 3240 PROPRIETARY. 1 1�IOUR b0 9MFSTC pp 3. Tub and shower recess to have 5i8" waterproof gypsum conform to state sand local codes. Install approved listed z • drawings. Provide with snatching trite shapes for corners,doors, smoke detector for elevator recall in elevator b GYPSUM WALLBOARD,MINERAL FIBER,WOOD MOS FIRE D bd. Walls to have hard moisture .esist.ant surface, up I. FIRE BLOCKING windows and otlrr openings. Fasten as per manufacturer's or entrance area and asroiciated machine room. Standby power _ 6'-0" minimum. Provide fire bloc at each floor lin.and at ceilings lines, published instructions. ono 4. Exhaust fent, range hood, cloths dryer to vennt to outside. as per UAC 3003. Elevator to accomodate a wEneel-chair, ewe, o r,w Wilt I=aTwwr wad"weirow gw r°°oid v+r Ir each floor and at stairs and above cabinets. 07620 FLASHING AND SHEET• METAL : E at main entrance Level an a�owhos1 1r Except approved sip will be steel a,n raw few e.dmtoctrrd wNt,ewna,tt dtanwa fleesle,tt ItertrteN aattatted at I adjacent to each elevator call station which will idicale that in ' Type a aywea.o,.w.r"'',arse 5, All windows and patio doors to be glazed with irtsu_zting Po dent g Lw. 2. BLOCKING Materials s>tw 20 a z i ped in a d 1epsos.an oppo"dds am tsar w p opera"typs x Provide flat blocking for door stops, toilet accessories, signs, galvanized steel, 24 guage., use fbr all sheet metal. case of fire, the ekvator will not operate and exit stairways must tovPJ,v waaeond Or ironer none applied at eqm MgM a studs wMh f H4•Type w FIRE SM 6. GmTal contractor shall be responsible for verifying , wall hung cabinets, grab hers, finish materials,tnaradrai._- etc. Fasteners fabricated from same or galvanically compatible dywas.lx.w.lr as sraWv vaAaflt lolrtre 4r or.e,d,.aa,sound tntad won �„• I all dimensions and conditions with architectural, g ' be used UBC- 3000. Vern hoistwa as UBC 3004. aIL,aa 1g•OX-Ond y � open lend 20 rid mtrwal spar ttla,tble trwnd,ar!ae,a aide d app, Mf►arpht 7� 06170 PRE-FABRICATED STRUCTURAL WOOD metals. Use concealed fasteners where ssibk.. Seal 'joints wd apace (t�oat>`aEaRM) ,z Po 10 Doors at elevator that shin it case of fire shook!have car t=keTeet u.filalg'sag4,t2g,a•1o•gg mechanical and electrical plants. swing p+aopnErAnrowtwarao�ruo 06180 Glu-lam beams: with plastic or bitumen joint sealer. Use standing seam for Si'•Push Plates Bust!type which can o door without dal Design U311 0 7. This structure to be adequately braced for wind loads ''A woad star oyp«m+camp.ny A&THEETsIoclA mond UTADalptu311 See structural notes. Provide construction grade beams. Do not oara=Lcan.flashinn. -__ -, -. knowledge or effort see UBC-3007. raid sand Taee sef�t7e000ao.17.7!s until the roof and wall units have been attached p shapes. 07920 JOINT SEALANTS: con Geld cut beams. She fabricate all Do not dew holes � V together. or notch beams without permission of structural engineer. at GA FILE NO.WP 3370 •y 80U16t �`p tp$�: + 4 8. Any discrepauncy in plans is to be brought to the Po ulfide sealant, moo-absorbent sealant class B, 1 pL 061911 WOOD TRUSSES Provide wN,re required. sealant neat and remove ,ARE WAD __ Q in Z attention of the architect prior to proceeding with F Apply h' GYPSUM WALLBOARD WOOD STUDS - - y See structural rotes. For light metal connected wood trusses all excess sealant from all surfaces atter itstall;3tion. the work. Provide shop drawings showing layout;bearing points, ono tsar w type x yypu.,t waseood a varteer bane appeal povbW v t ar d dela I..,, nerd mrLch- 08100 METAL DOORS AND FRAMES: d 9. All wood in penttartent contact with concrete to be artdea to noel►arch datele low of 9 to 4 wood M�e ftlpalad tfi'o.o,an aepanta �,. (V + ad a s " anical equipment support. Design shall be done by an engineer Doors to be Redi-Game,Time approved Usel8 plow 1• pan rt coned nam 17M mm opois•ettartk b•Reader o�, ■■w pressure-treated with a water borne preservative. �'" or � d brand. w.seoa,d 'lased 0-4 eolllsn pirllee n r on. saeos.r oft at* eke. Z registered in the state of Oregon a by a gunge steel for pre-finished Games of baked on enamel Hobo b,rdnp,ap-1 n mrd hsVtt. MAD•�Ai0) 1"' l0. Smoke detectors-connect to hose power. Shop drawings sEiall be stamped and signed by engineer and prcpaired for hardware.. 1Jse 22 gunge metal at non-rated � 1 I. Plumbing fixtures to be sipruved by do vcbper. ar,+•t,toved by project engineer and build t prior_ openings. Provide USC and UL label where scheduled. t) 025001E;ARTHWURK : _ -- --.--- _-� to erection of trusses. Install trusses in accordance with As an alternative a door Game assemb with an UBC 20 Tvp,ax web,* g e s ® 8y Remove-all brush, small trees, and minima mof 6" of top soil IY manufacturers specifications. y"Trus-joist" minute label can be used. Fk at building and parioing areas. Excavate for footings to the Trusses tril eTea S"WP3E06Sound T«* Eswtwa O •,,,� Z 00required elevations. Excavate to final grade by hand. Remove corporation or as approved. 09200 INTERIOR WOOD AND PLASTIC DOORS AND FRAMES: � . all debris from areas to be backfilled. Backfill to grade 06200 FINISH CARPENTRY DO°^r T Finish hnmtber to be plain sawn Hem-fir solids, with WCL 13 AWI custom for transparent finish face venter selected ' Y't^•Y "" y... i with site material or pit nut gravel. Rough grade parking f P -• z, a !'` .; .* .,► a end planting areas to elevation shown or or better finish. Owner to select trim she Cave cut �`' r `1 r' f -': ' : a P g required. Provide Pes ' by owner. Hollow and solid cure doors as scheduled. Provide EXTERIOR WALLS . :. . :1; , �,,: .,. ' fit and install all items. Secure with'tails and 4crews etc. with UBC or UL label as scheduled. Doors for ®A FILE NO.WP Q1Qa 1 HOUR positive slopes for drainage. Parking sutdLs provide 4" base hardware and cern be h PreP� course of 3" minus crushed rock compacted. Landscaped areas Finish to be foe of hammer marks etc. Install all work true, pre-hung. provide 12" of clean top soil mininunrm. At slab areas proAde Plumb,and level. Provide all other incidential fastenings Frames GYPSUM WALLBOARD GYPSUM SHEATMINQ WOOD STUDS FIRE tools and equipment required for the satisfactory fabrication Solid Douglas fir B or bett-r grade, rylr w lypa x gown rwtr+arts,4r wtda sppo d pa,aw a 2" of sand over vapor boner. � prepairod for hardware. � �wyoor ,�,q„� .•ra,o,&120•enana4 Jnr a+a^mass,r o.a 02520 PAVING AND SURFACING: and insta.ation of finish wood work. 08400 ENTRANCE AND STOREFRONTS EXTERIOR an ttdd,4.0 0 pe,knelar. role''d Qypw►m sfteantirtp ntap be a cr lvp -EiMmW r o& Place a 100%coverage of soil steriliam- ion over leveWtg 06410 CABINET WORK: Manufacturer: "Pacific Aluminum Co.", U.S. Aluminurn Co. dWftftbea>w W1111" dwtkgto*Aawamordand 11,80 a+an.I course. Install 2" compacted asphalt paving over minimum 4" Plywood 3/4" thick, DF., Extr. ghee. At expolsed surfaces use Kawneer,or approved equal. Use standard frame 1 3/4" x 4 1/2" statin grade wood verxxr. Use 3/4" water proof particle board extruded aluminum em for door formes and sidelights. ho and pW r 7'a s compacted fill with paving machine. Compact asphalt with a system 1tgMs. t . _a� ebmOFpmd wwvAi a�""Idawrwoodv1I24,ar vAh minimum( I ) ton roller. in non exposed locations. Use 1/16" plastic laminate as called Color tnodium bronze anodized fir»sIn Prepare all frames for .Meiangles1 o2><4woodaa,de,24•oc alit N contact,naso 1SAI•Ivry,ami d'efwlM. w•fteada,7•o c p,OJ1Dal�11r1M01 Tticirme WOW for on cabinet drawings. Glue and trim as required. Provide door hardware. Door by"Pacific Aluminum CO." #550 barrier- �f 01•t^fWIBae 7 vel - -- --- - M Teak - hardware as required to complete job. free door with medium styles,horizontal muntin and 10" hese rail. WF 3610 02525 EXTRUDED CURBS: 07100 DAMP PROOFING: 08630 WINDOWS: _ - _ ��■.� .(� Use 2,000 pound no slump mint concrete. Bond curbs to paving Material: Sonneborn, "Hydrocide Mastic" solvent based asphalt Manufacturers"Mercer", Viking Industries,or approved I(� with expiry. Extrude curbs to shape shown on plans. Provide darrtprooting• Apply as per manufacturer's instructions. Double rrnantifacturer. Framae to lona vinyl, with vinyl weather stripping. '. - SYSTEM DESCRIPTION SKETCH AND DESIGN DATA V I wap holes for drainage. Install cold joints every 20' . check application to assure full coverage. Carefully backfill Color as requested by owner. Each window to have quality GA FILE NO.WP 3010 2 HOUR 501b 54 9= " W Slope expensed ends 45 degree angle. to prevent damage to dampproofing. certification and energy WxL k GYPSUM WALLBOARD,WOOD STUDS FINE SOUND LU 02900 LANDSCAPING: 07190 VAPOR AND AIR RETARDERS: 08710 HARDWARE: Landscape contractor to install landscaping as per drawings Moisture barrier to be "tyvek" brand housewrap by Dupont co. or Hardware supplier to provide a complete list with manufacturers 811110111 Mw rh•ha x ttypsm wam f,a,d or venew bass spow at rwo angor to - � �.-- aalch akin of 2 n 4 wood saM 1r o.a gegOa,ad r o.c on 2 1116 wood plain wilt ad and conditions to this project of all code agencies. ISM building pepc-. Install as per manufacturers instructions. Product numbers. Key,&- all locks and cylind.•rs to be roaster 00@bdnab lr/e•Iang,o.0aa•attndt,+N•naa- 24*o.e.faearyarWrtyp.XgWWt, , O 03001 CAST-IN PLACE-CONCRETE Cover exterior wall sheathing of building with moisture barrier, Keyed- Provide 3 locks per cylinder and 6 master keys. na�d rongw1101 ,to A Me hands,or'b's joints watt ee contact See structural notes. In extreme cold (below fieezing)or Lap all edges, tape all seams. With tyvek at windows and doors 08810 GLAZING: lftWWdabrt sounetaatadvftnsbinbg o srss dgeo•rfow*•1r O.C.cad+ warm(abovc 85 degrees) provide A.C.I. approved weather cut openings and lap over openings and tack material as per the Windows provided with double insulating glass parcels- interior hyarapaoad0'o.c.ltod><orwttrfroktp ,agerind M mid ttMOM. (LOAD WARM) protection for all concrete. Provide form work to assure menu%cturtrs instructions. Vapor barrier to be 6 mill visqueen clear and exterior clear- use 1/4" Boat glass. Doors and concrete confornis to the shape shown on the drawings. miforced, black polyetheline film. Place under concrete slabs windows required to be protected use 1/4"tempered safety glass. °' r Strike all concrete smooth at top of walls and footings. and in crawl spaces are required. Lap all seems 6" and in crawl 09001 EXTERIOR PLASTER: Re ea�T See wWelgllt iil36 Provide expansion and scem joints as shown on drawings. spaces return moisture barrier up 12" on periireter walls. sane To* W=M.5.1111-70 Interior slab flaishes: 09120,09510 SUSPENDED ACCOUSTIC TILE - - SHEET NO. Trowal to a smx)th hard finish. Spray all concrete surfaces AND SUSPENSION SYSTEM to retrain exposed with a hardener- 1-HOUR RATED ASSEMBLY " F><tcrior slab Anb\es: USG the T-399 omni-fissured 2'x 4'x 112" STC 40-44, Firecode Sidewalks to have light broom finish with troweled and tooled aches. 7 MONS OF ( 17 9575 SW Locust St. BUP1999.00347 1 10 of 26 x. C m I .. ll lillili LEGIBILITY STRIPM.1 CM I i"l'_l .I"I.�6 .li.I.tl,l'lt!!!!III'nll!III III�IIII I IIIIIIIII I IIIIIIIIIIIIII�I1tt I IIII Ion 0 O 12 13 14 III'lllll I IIIIIIIII�!!!II II II IFI 20 21 22 , YIIII, i ill I IIII I un I Ili I nu I nil IIII 23 24 25 28 :$1 2'e 29 :10 of NON I • tot! � l1LJ.�lJ l�ltl�1 �1�1�1111�1�11111tJ�111�llal11�1�1�1�111d111�1�1,1 A1111�11a.lI.ldl�la.11W l�lill�J I I I �z LJa1�.�1�J.�.II.J.t�.i,tl.>.1.�J�� ;t ,I . OMK, STRUCTURAL NOTES DIVISION ONE - GLrNERAL t 1 These sivcifications are general in nature and are intended to sd minimum2. All concrete to be f o x standards for construction materials Worknwtshi shall be controlled at good I. Review requir!rxnanta for protecting exyaUng vegetation before start of work(e.g. provided by a ready mix plant with an established quality control 7. All exterior walls must have at last double top plates which lap a minimum of ', - quaGty by the 3-oneral Contractor. P g 2. Nobly Archstec�,'"�nginar irturnedsat if unusual condstions as t tol and standard deviation data in compliance with ACI 4'-0" between splices with at lout(8) 16d nails throughboth ° ' regtdrets, el . Prior plates each side of w 2 This structure cad all i4 must be Immediately dncourn Bred. P� Concrete, provide Mx dargnl for each type of concrete, clearly, �. •• ' puts adequately braced against wind, lateral 3. Utilize stmt edged buctet to excavate footings, pier and slabs to ntirrimize labeled as to the area of proposed use. Prior to placement of concrete, provide t. Double all joists under all parallel partitions • ;� '� earth and $eismic farce until the permanent lateral force resisting systems have toil disturbance. Clean an footing excavations of loose materia)by hand. Do not mix design for each type of ooncrete clearly labeled u to the area of •`� `�r/. been conawcted a,nd all attachrrnents and connections necessary for the stability excavate closer than 2-to-1 .dope blow base of footings unless approved by � gr°p°� 9• All 3x or leu(least dimension)t°have maximum moisture content of 19% , use. 10. All door joists and will plata shall be kiln�dried to minsMze shrinkage. of the structure and Its parts have begirt nude. ��. 3, U$e type 1 cernnentt per ASTM C•150 unless otherwise approved. 1 I. All lumber in 3 Engineer has naL.been retained to provide.any services related to job site sattey 4 Ad over-excavation shall b„ contact with concrete mat be R • be Ulled and compacted as "agirteered fill" or with 4. Aggregate ASTM Cl3 size to be 1-1/2' minus for slabs on grade. All other r ed recautuiaru, or to review the means, methods, techniques, sequences, I 12. All lumber and plywood delivered to the site shall be led off the Concrete to same specifications u footing concrete concrete may use 3/4" maximum size aggregate. Do=use 3/4"-minus aggregate protected against weather Pr ground and operations of conatnxxion Erngirneers work is limited :o the design of work in slabs grade. described herein aFILL� S. Air entrainment (AE) shall comply with ASTM C-260 and shall be used onlyI]. Cutting and notching of joists not allowed. A one inch-diameter hole maty be 4 Contractor shall verify all dirrnensions, elavationa, and conditions on drawings and I. AN N and bKJclill in the busidi area and beneath drilled in the center one-third of the member D ng pave surface shall be where specified and/or approved by Engineer. depth. All other boles to be infield Coordinate locations of openings though floors, roof, and walls with report. Such filling turd baeidllling should be non-Chloride for Conn approved by the Engineer. densely corrnpacted u per soils 6. Aocekraton Pozrotec 20 potmi a exposed to weather in 14, Connectors: architectural, mechanical, and electrical plana. Notify MchntecUErngineer of any exxompti�d aRsr prerolling within the building and patting arcs or following the completed structure(walls, exterior paving,etc.)Calcium chloride in the _ diacrepanciea. Do not scale information from drawings ovenotcavations in footing areas. The Arlwtural fill shoed be in loose interior slabs on 14.1. Tie straps, framing anchors. hangers, Stimrps, column caps cohnrrrm S Site inspections or observations are net provided Engineer's unless specifically Ply fie. Quantity(dosage)to be determined by Contractor and to be "Simpson" or squid, or as detailed. Prime coat nyscellant us steel. dc. a p'r by 81 � Y lilts not exceeding fight inches in thickness and tboroughtly compacted to a approved by Engines prior to use. di nail according to mlarnutilctures's schedule using arranged by separate written contract. dense, non-yielding state. A density equal to at least 95-percent must be achieved Fully g I argest size shown cr 6 Mechanical equipment, mechanical and sprinkler piping larger than 2" diameter, for aA fill placed on the site. DIVISION El - MIETA . All beams and joists not booing on another member to connect with "lJ"-type or any other items producing a hanger load over 50# shall be hung by a system 2. Structural All should consist of reasonably well-graded sand, sand and gravel or hanger unless otherwise noted, ; )� approved by the Engineer. Any hanger producing a load over 2000 shall have crushed rock. To facilitate compaction, particularly during wet weather A. Gr_NKg®L 14.2. Nailing-All nails specified in the plus to be "common" roils unless otherwise ai w N noted, all nailing shall comply with UBC Table 23-I-Q nailing schedule. u -' additional framing installed to levels errn such load to the main structural mbers. oonditions,the Rhes content of any soil used as structural fill shall be limited to 1 All structural members to be fabricated and supplied in accordance withA,15C 7 Design Criteria In addition to the dead load, the following loads and allowables less than five cent Obtain Engineers approval of all proprietary nailing systems. Per standards, latest edition. Submit shop drawings of columns and mi,4�Ilaneous were used for design, with live loads reduced per UBC steel. 14.�� Nails at roof decks cul a!1 veer-driven f Roof-_-,-_- 2S pat snow plus dnfi effects DIVISION H -r. CONCRE AND BEINEQR IN . B. r P° csteners shall be driven so heads are Floor I. Structural steel W columns shall be ASTM A-572 Grade 50, other satandud flush with or slightly recessed in surface. Check and resink if needed Corridors, Stairs 100 psf n..L A. ljr]�L shapes to be ASTM A-36. immediately before roofing. Hotel Rooms 40 sf L.L. l5. Lag Bolt Installation: P I. All work to comply with ACI codes and standards. 2. Pipe: Welded and seamless pipe ASTM A-33 15.1 The lead hole for the shank shall have the same diameter as the and Puking . __-__SO psf I..L 2. At areas of depressions for slabs and beams, provide minimum thickness of depth 3. Structural tubing to be ASTM A-S00 Grade B Fy-46 ksi. the same depth sem' Sidewalks and Dnveways _ASO psf L u for adjacent areas. 4. Light gauge sled 16 gauge and heavier shall bc; formed from sled of ASTM A37Q eP u the length of the unthreaded shank, Wind _ mph exposure II �S ]. Non-shrunk grout shall conform to ASTM C-1107 and Co of Engineers Gude a with F - SO less. Li 1 S.Z. The lard hole for the threaded portion shell have a diameter equal to 70- Seismic . res nW Y gth gauger steel 18 arta lighter percent of the shank diameter and a length equal tr at least the length of the zone 3 specification CDR-621 grout shall have a specified co gauge ghter shall be formes Soil Bearing . - ;-;/:,,� psf DL + LL mP� strength at llrortt ASTM A6!1 tirade C with Fy- 37 leaf. Detail and fabricate light gauge threaded portion. - twenty-eight days of 5000 psi. Pre-grau.�ting of base plata is not permitted. sled per AISI Standards. 15-3. The threaded portion of the screw sial!be inserted in its COMMANDSIANDARDq 4. Note- At 40 interior wall conditions use 5/8" (Kwik Holts w/minimntm S I/2" S. Beam-to-beam and beam-to-column connections amid develop the load with a cur lead hole by turning B' imbedmart at spacings shown for anchor bolts. catryssng capacity of the connected beam on the basis of equivalent uniltom loads e� not by driving with a hammer. Soap or other lubncar>!t may 1 Uniform Building Code- 1997 Edition u amended by the State of U i given in Part 2(Beams A Oirden) of the RISC Mantel. A minnirrnurn shear capeity be use to the screw. or is the lead hole to&CIditate insertion and prevent 2 Contractor to comply with all owe and local codes, ordinances, and standards. d amp 3 Material and design specifications sled herein aha!l be those conforms to the � �� of 12 kips shad be provided for beams 1 to 10-lochs deep and g kips foci beams version of the applicable specification or code most r•aoantly adopted by the 1' Contractor shall be solely aesponsr'ble for providing the necessary formwork and leas than 8-ittehea. The reactions given on the drawing supersede tNs note. a shoring suitable for the conditions involved and compatible with the Mashed 6. All structural steel-to-sted R S. 000- permitting authonty. These Structural notes aro to be used u a supplement to the "h hardwood was ass wet noted n rot vide, span arae 1. All TV$shall be manufactured and designed by Trus Joist Corporation or a prior • A323X high-strestghth oohs with hardened waal►era w►ashsers on nut ode of bolt. approved joist munufllctt,rer to the following load requirerrnents: specifications. 2. Ground forms: To the extent practical, an isolated footings should be " ground All anchor bolts and wood RUMIng Connections may use ASTM A-307 bolts. 4 All features of construction not fully shown shall be of the same type and 1.1. GOOF JOICTC• formed Cr partially-gr°tud formed. Clean all ground formed footings by Provide standard washers under bolt heads and nota ni Contact with wood,. 1.1,1. 2S psf basic scow load les drill character as shown for similar conditions, subject to review by the Architect end hand and nue caution during concrete placing to avoid cave-ire. 7. Use 0.123"-diameter x 2 1/2" Ramad at 2'-8" o.e, fbr atwNr rat of wan plates to P loading as specified in appendix Engineer 3. Chairs for reWorcing sted shall be adequate to sat chapter 16 of the UBC. ,j sotxMy support and hold concrete floor unless otherwise noted. I.1.2. 10 psf dad load top chord � R-- reinforcing sed in place For concrete slab on grade, reinforcing shall be 8• Drilled anchor bolts to be 'Parabolt', "Kwikboh" or approved equal. 1.1.3. S psf dead load bottom chord C. �-DRAH'&GS AND SIIRHMAI.S supported at not Iros than 48" o.c. E.W. 9. Do not oversize dr` ,ed or punches! holes with burring torch. .9 I Submit shop drawings of portions of the work indicated sn individual sections of 8 1.1.4. Allowable increase in wood member stresses due to duration of tV this specificalion ;umittals of items riot indicated may or may not be reviewed C. REINFORril G C. WILMIXG loading(15% maximum) pp, N 2. Manufacturer shall finrnish all end and intermediate stiffener, Blocking, and/or sheat Z at Engineer's option Unless otherwise indicated, shop drawings shall be on the I All reinforcing to be A615 Grade b0, except ties, stirrups and dowels to masonry I Welds shall be made using E70XX electrodes aril shall be 3/16" minimum unless ' following to be Grade 40. panels, metal bridging assemblies, and hangers as required to provide a complete otherwise noted.Welding shall by AWS certified welders. Pre-qualified welding floor or roof structural system. -- I I Prefabncated structural members(e.g. trusses, G L. or laminated members). 2. Ali welded reinforcing steel, metal inserts and connections shall conform to procedures are to be used unless AWS quallifieations are submitted to the 1 2. Reinforcing �•�I except for slabs on grade. 3. Shop drawings and alculations shall be submitted and stamped by in Engineer U.B.C. standard 19-2. Architect prior to fabrication. registered in the State of OP! tOJA , 1 3 Structural sled and msscdlarneoua steel 3. Minimum reinforcing unless otherwise noted on plans. 2. Field Full-Penetration Welds. 2 Submit one reproducible master copy of each sheet for review by Engineer 3.1. Pro*e(2)#5 x opening dimensions plus V-0" at each side of all openings 2.1. Good welding practice must be followed, including all the I Sheets smaller than 1 I' x 17" may be on white paper suitable for copying. C. LIGHT NILIAL.r1sATe CONN CUD �="'�'D �"�•�Iee and(2)0 4 x 4'-0' diagonal bus at each earner of all slab openings greater requirements I. Roof trusses shall be designed to the following load r Master copy will be stamped and returned to General Contractor within two than 1'-6" in dimension. of AWS D 1.1-94, such u qualified welders(5.3), preheat(4 2), requirements weeks for copying and distribution 3.2. Provide T-0" x 2'-0* bus at corners and Wersectiors for walls and technique section 4, arts B C and D) i ( I.1 ch psf basic stow load plus snow drill loading as specified in appendix �! 3 Subm;ttals to be provided q ( p , inspection section ti and and chapter 16 of the UBC. O p prior to beginning fabrication. General Contractor to foundatsoru equal in size and number to horizontal reinforcing. section d, part D)and the use of electrodes capable of depositing 1.2. 10 psf dead load for joist t chord. review and approve submittals before transmitting to Engineer for co►formunce 3,3. Provide(2)M4 continuous ban at top and bottom and at discontinuous notch-tough weld metal,sueh u found in AWS AS.1, S.S,S.20 and °p with the means, methods, techniques, sequenca, and operations of construction, WAS of all walls. 1.3. 8 psf dead load for joist bottom chord. P AM safety precautions, all of which aro the sole responsibility of the Contractor. Use 1.4. Wind uplift u specified in the UBC. in d P° tY 3.9. Place N4 bent dowels 1'-0' x 2'-0" at 48" o.c. for exterior wall to slab 2.2. Use weld tabs at beam Range connections;ager welding, rearove the 2, Limit.total load deflection to 11240 and live load ebflection to L/360. Contractor shall place a review stump, date and marks on master copy, connection. weld tabs ud finish to a smooth Contour per 3.12.3 of AWS D1 1-94; Z 3. Trusses shah comply with U.B.C. sexton 2343 enc,the recommendations of the Z 4 Engineer shall sswme that no slap drawling or related submi►t:! composes s 3.5. Provide N4 bent dowels at 24" o.c. (minimum) from exterior footings to in addition, remove the backing bar alter welding, backgarge root to ; variation unless Contractor advises Enginea otherwise via a written instrument steimwall. Trusses Plate Institute. (n which is acknowledged b sound metal, weld backgouged region and finish welding using a 4. Truss manufacturer shall fUmish Complete engineering shop drawings with W B Y Engineer in writing. If the shop drawings differ from 3.6 Provide dowels from footings to match vertical wall, pilaster and column reinforcing fillet weld,according to 3.13.4 of AWS D1.1-94, regia�d profesnronaj of rtelor,c in the State of O - or add to ,he structural drawings, they shall bear the seal and signature of a reinforcing, 2.3. Filed full-penetration welds shall be uhtr.uo ` tested u r UBC PE<5 O N. Structurly Engineer, retgi rtered in the Slate of_ole- <_ DIY per Shop drawings shall include and accurate section do X 41 1 - N 4. All wall reinforcing to be placed i;n center of wall unless shown otherwise on section 1703.1. drawing indicating locator of - N drawings. Extend reinforcing to within I" of wall and slab edges. each differing size or style or truss,all stay bracing for truss Compressive members V� 4 D. SPEC wt. mNCPrCTION AND T�cTg thirty ) and required connections. Indicate loads used in design, arrangement of framing Z s S. Splices in owll and footing reinforcing shall be I (30 diameters or D. member and load transfer to supporting structure. Show all bearing and �► a 4y I Special inspections and tests, u required by Engineer or local junadictions, are to 2'-0' , whichever is greater. Stagger splices at least '-0"at alternate bus. 1. Shop prime an exposed surfaces(rot be be embedded inconcrete)with gray oxide �s .� be performed by an independent totingand aid for b the Owner. anchorage details, all connectors used, all bridging and bracing required including � .J Z agency P Y 6. Lap all bars a minimum of thirty(30)diameters or 2'.00, whichever is greater, and primer. Contractor to verify requirements for these with the Engineer prior to beginning « connections to trusses or wppoxting Structure. O he8 r►8 stagger splices at least 4-0 from each other at alienate bus. 2. Do not paint metals within I-inch of caw to be welded. S. True marvel project and be responsible for oontwdng agency with adequate manufacturer Shan design and flunish all wood liming connections necessary M eq prior notice and to 7. ILdrtforcing sled shall be detailed, tkbricated and placed in accordance with A.C.I. 3. Touch u paint in field at welds or location where paint has bean removed or T transmit doss r Allow full access to work The follows al inspections are r p R design loads including seismic„and wind to the bearing and shwa wall O Z' ng Weci wpect squired sS well 31 S detail manual. damaged. supporta. An connection plates shall develop the Hull streets ci As where noted in irndividu,J sections of specifications. 7.1. All reinforcing steel shall be accurately and secur laced. 4. protruding ground flush, primed and oP the membor with a s� �.. 1 1 Special inspection required during the takirng of test specimens and 7.2. Splay reinforcing sled around n with 1'in 1 Op MY sled inserts otrudin flan concrete work to be MND M ,R at !� splay, unless rioted painted. any member of 2000 pounds. placin,l of til! reinforced Concrete except slabs on grade. otlnerwsse. 6. Connect all lruases to supporting members with(1) Simpson H2.S connection and 1.2 Special inspeWon required of SIR concrete resnforametnt or to 3. An steel permanently exposed to weather shall be hot-dipped galvanized as (3) ted tall tr iia cameo otherwtso shown. . Rri 7.3. Minimum Cover from Console Surfaces to reinforcing steel shall be: ASTM A39540 cad ASTM A153-g2. Repair damaged hot-dip galvanized 7. Truss d too-mods u shall www oertown.eus t}om am ' Pl+ � ex0°� on XWa'reinforcement. 7.3.1. 3" +/- In'to bottom of foot' that an trusses �.erdoW t 1 3 Special inspection required of all "ctural unless welds is m8 e�lnSo (e.g. areas around w tiled connections)with zinc-rich points in testing ylency done in an approved fibricaton 7.3.2. 2' +/. I/4"to earth ftnoe of a►all accordance with A37M A780-80. delivered to jobaite coo forims to approved shop dr► atop. Special inspection of welding may 7.3.3. 1 1!2" +!- I/4"to inside fhuoe of wall All test Cwtiflcates shall be borne by the truss man ufacpurer. " C^w of be performed on a periodic basis per U.B.C. Section 1701.3. 5.1, 5.2, 3.3 e. Reinforrcenent ban Shan not be tack welded, welded, heated cc cut, unless Dna l e Special spection required of an drilled, expoxy anchors in concrete or indicated on the contract documents or approved by the Structural Engineer. A. D. P *Y3y 9. Sleeves,opening,, conndurt and other embedded items not shown on the structural 1. An plywood sheathing shan be CD grWo, exposure 1,unless otherwise noted, 2 Provide Engineer with copy of all inspection reports. drawings shall be approved the Structural I Lumber species and grades to be u follows union otherwise shown on plans with exterior ghee manufactured in aoaxdarna with U.S. product standard 3 Toting performed at Contractors'option to be paid for by Contractor conduit Ad he before pouring, Electrical paloed neat center of slab . and A.P.A.(WCLD or WWP Rule 16). 23PS 1-83/ANSI A 199.1, UBC standard 23-2, beu the 1.1. Joists,A Stringers Douglas fir#2 unless otherwise Specification trademark Of the American Plywood Association. 10. An welded wire fabric shall conform to ASTM SeifitiA-183-91 and shall 1.2. 6" nom, and greater beams A E. � be supplied and laid in Flat sheets. Chair to proper position in slab. Lap one(1) I Contractor shall be solely responsible for the structural stabilityBurin stringers Douglas fir!!1 1.1 Roof sheathing S/8" Index 40/20 8 Hull mesh plus 2' on sides and ends' 1.3. Bucks, blocking, bridging, R construction D. 1.2. Floor sheathing 3/4" Index 48/24 The structure shown on the drawings has been designed for stability mise. Douglas or Hem fir 143 or better 1.3 Wall sheathing 1/2" Index 3?!16 under the final configuration only I. Munrnn,m hfnx RequiMINI eruts: 1.4. Stripping Douglas fir k3 or better 2. Install roof and floor sheathing with long dimension perpendicular tosupports 2 Contractor shall consider conStn,ction loads whenever such loads ata in excess of MINIMUM MINIMUM 11.5. 2 z 4 Studs COMPRESSjVE SLUMP CEMENT D. "studs" or"standard" or better and stagger end joints(unless noted otherwise in drawings). Layout Plywood normal design loads Particular attention should be given to concentrated loads on L 1.6. 2 x 6 Studs '�mgln fir#2 to eliminate any width leu that I"-0". Use spacer to provide 1/8" end and roof and floor from such items u worknnun, wheel loads, storage of material, etc. -C) Cil T AQI�lX7l1JBES 1.7. Sills, ledgers, plates, etc. Pressure-treated Douglas firM2 or better edge joints, Including tongue and groove joints. Footings 3000 psi 0-S" S ucka NONE I.B. Post and sawn column Douglas fir N 1 3. Shnearwall sheathing must be blocked with 2 x 4 flat blocking at all edges. Contractor shall be solely responsible for all ;;wring, bracing, and cribbing Slabs on grade 'j required to support Such construction loads 2. Olulam beams Fb - 2400 psi per RITC 117 speciflrication. Block roof or floor sheathing, where noted on drawings. �+ (interior) 3500 psi 2-4" 5 I/2 sacks WlU1 , C.C. 2.1. Simple Spans Combination 24F-V3 Slabs on grade 2.2. Cantilever Spans Combination 24F-V8 (anterior) 3000 psi 24" 5 sacks WRA, AE 2.3. Columns Combination 10, industrial appearance Walt and cohumm 3000 psi 24" 5 sacks WRA/PT20 3. Provide standard 1600 foot radius camber for all glulam beams unless otherwise Miscellaneous 3000 psi 0.S" S Sacks WRA toted. 1.1 SkUW exceeds 5 4. Shsu*40 gypsum board and sheathing shall be applied directly to wood studs SHEET NO. project ! ex ed Inmttitts shall not be incorporated in the staggered end joints and nailed as per alnearwall schedule• (Confommm with • Copt by wr►�ten from 1.2 WRA-water reducing agent elrngrnee. TM C-36.73 3 TM C79.75 is regtdred) 1.3. AE-air elnntroinmewo 5. On#mmanogWlnobe intwmspted by any wap butting into the 1.4. CC-up to 1 1/2%CAMum chlor do allowed during cold weather. 6. Wall sheathing shall edged nailed to all holdow►n nnembai and to the ilio 1.3 PT20-PriozMsc 2e required miuste placed below 40 degrees F. foundation mud•ain. 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J G0 , cnf )'r 1i ----- 4 5 1 t sit - 11 I I- b I - P51 H� I,r To - ----- -- .�--- -- --- t -_ —�. �,I✓ ,g 11 -21- ' WA Loo.- 2 �� �\\ � � / x 1 I SHEET N0. v � o � GOA¢' �� 'S�lj� � � .. Q 11 S=7 3 II - � _ 11 S• 1 _ .,-� I1 . O N S 7 '�f�jl1 r II_ p11 r 9575 SW locust St. i SUP1999.00317 25 of 26 1� I ( LEGIBILITY STRIP �uli�i�ll�lll�llll�lll�llll1lllljllllilllilllll1ll'Ill llllll IIII IIII IIII II""}II IIII IIII IIII IIII IIII IIII III! it �l� !i I12�2i�, ii !ill IIIIIIII Illl1i i �IIII�II' 9j iOmmO.1 Cm 1 2 3 4 5 6 10 11 12 13 14 16 17 18 19 20 23 24 25 2I8 27 28 29 30 • ZI II _ I "0"I 1 1 OL 7- OI 11;1 I - _ . . ,..Ilim wnr^r.n�`,c•on+rw.�.+rm,e�-n��nNw++rr.w.�orwv+► • ZO !` 1 h. n n --- - ZXd• s ' -� •141► NAIL Od AT 6' OC INTO EACH SHEAR TRUSS g l -1=X 3vllie'o _ / .TaP '_1 z G G�, �.�LSI, - _ _ �____. :. /``: •�-� , �•;� , _ - `;` � � x/21 I Gt�K f'L`��t7 •. I.� �,�(s1N _ P - ��° _ ';r � t"ZoJ�- •• �00 EITHER SHEAR TRANSFER �� 0 \V I O d s @ �"�e/ � 0�'� oc SYSTEM MAY BE UCED. m�6w�`7 4- n FI Gam, E SHEAR TRUSSES --- EACH DESIGNED O �)IL�\ J ��`r�ll '6"'�(J�� A',1`R OfQ R DOR 100 PLS j DIAPHRAGM SHEAR, T 9r 4 V mak'- W yP�i (250 PLS AT LINE 4) H-r\ � t ' •�- �v NE�J (4) 12d NAILS 5 G 1-fC. � �I`�s� 11 � TRAW6 rr�I7 S �I`P H / AT \tib: 1�cri �� Sf �G � ��' 11'ZII�x � . ✓T' �1 2x6 AT 24. O.C. t� ,J01 V/ (3) 12d EA. END W 411 tP VPNs (0, EI. FASTEN TRUSS TO WALL 2df II ��U � } m r v/ •Esso' CLIPS AT 4e• �X � � Aw 5S ►� 2x1 AT 4a• OG. � ; . �f f� 6r � 0. NAILED ,o eorTor+ o>< � � vi \ ? TlaJeeE a uli(J) li d EA TwJ" ��_ , � � GWV%CN'DTC' _ --- -- SRAGE3 (6TAGOER - -- -- DIS •• i AT EAGH4 2x4 _ �� �� � T CONTINUOUS 2x4 4 . GIDE6 OF WALL) V/ 12d AT 16' OC, 61t�P5d N 11}Z•S `'- 6f G L IPS PA-SUSS I r�r AII-9 NON-BEAMING PARTY VALE �O �� - 4 X�I�pr�w�r�N / ��� � rE'Grt1E� f•' PARTITION WALL � H�+'" r�,�• >'�"'� E� I NON - 5RG. WALLS 2 :SHEAR-TRUSS �, {z.b . I'.0• -X-110 SCALE: ENDWALL TRUSS 'J8 3/40 11P.04 HOl _DOWN DETAIL J •-ar 1r.• PLYWO. Aw GIT. DD. X11 X ?i�161 I I O TUBE STEEL COL, I I 9/0'DIAxI2 AA* S s4�E=V ?xb P.T. W✓ SILL SEALER PILL W/ NON- 3�' 1 BASE R 5/a x IV,- 60. W/ 4• GONG. $LAD SHRINK GROUT I DDE./NUTS At EXPANSIONGA EBOLTS W/ I/2' PLYWD. $HTN%b EDGE NAIL ----� (rO•b~ PSI) 1 A. WAY 3 IR" DEEP x 12" BLOCK-OUT �'�Gti pd�V N� - 5�� � FAL ��:�• (•,•_�' 4" GONG. SLAB i (BLOCK-OUT 16 OPTIONAL) '1�IS CS" ? x 4 STUDS AT 16. OG- r ' 1 I �H aaT ' v'-�E�r�W�LL SGNEC7ULE ALL PANEL EDGER r~ MUST BE BLOCKED � ' i _ • IT b/e•• x lo• AD. OR 9/a'• x a 1/2" ExP.DOLTS M411K WALL COVER FL.STEI'ERS '• PANEL MTERM. SOLE BLOCKING/ �•o x lo" T �17 111 GRADE I ° (b• MIP. EMDEDMTI EDGES 6TUD$ PLATE RM JOIST A BOLTS R�Ca 0 m I-I 11-1�1-1 I ��l� � I � A A �. � z 1_.1 _11 I I-1 11' IU) ICJI A !,/a• G1UD bd COOLER �. OC. 1" or Had• b"oc I6d TOENAILS 12. OG Y SEE FTG. _ = 4 LONG. $LAD ? x P.T.PLATE NAIL At a OPG. �-- 9 11_1 11_111_11 .I' 24• HOOKO AT C40 EMS SCHEDULE r B IL b/a` BJUD. Zia COOLER 4. OG. 4" Ort" I6d• 6. Ibd TOENAIL$ -IJ" OZ 2 ( • • I NAIL AT 6. OG. r. • i a' TNC GOMC WALL W/ ., T. .- -. _ • � I � •, � (2) GOVT. Yrl/ 1 •4� DOAL* AT 4a' Ot. . . I V . 6/i• CaJUD 1 _ _ id COOLER 1. Or_ 1. OG. WALLBRD. NAIL OF EG1IJ -Cw 24' NOdGS AT COR>•JEIle IALTERIVATE HOOK DIRECTION) trl" GYPSUM E,d• 6"� 164 TOENAIL$ 46" or. SIZE MAY SUE1!!(ITUTE I , - t , • I i - O 6WE?ATHING 50 COOLER 1• or_ 1. OL. AT a" OG. • • FOR 00MER NAILS •3/a• Gwen' 1 6d COOLER 4. O.G. 4. O.C. F"� 16d• 4.0C I6d TOENAILS 40. OG. WIDTH ' ~�' (fl V CONT. SNEATHMKs 'bd COOLER 4. OG. 4. OAC. AT 8" OG. I I/2' A.PA.- 0.148'• x ►id TOENAILS " I RATED 6HT'G L IEOl31D 6" OL 12. O G. lid• b"ac 46 O C. AD P-NAI AT a' OG. II 111 P 1/2" APA- oJ4I►•o x 21/. Z RATED DHT'G L R01No 4" O.C. 12" OCG. Ibcd• 4.00 • "A35"• 32. 0t 32" OG. O I In f AD P-NAI Irl" AP.A- oJ40•6 x 241 •OGTRIPLE N RATED 4HTYi L ROUND STAvGRD. 8. O.C. Sa•AGt� • 'iAjB"• y,• cc 2D' OG. ATIE�END OF WALL Q} Z s FNDN./FTG. DETAIL TYp •� P.NAI _ _ 1 Irl• . I'-0• CORRIDOR 4 SHE ARWAL L S RATEp A,- �'`'~INo x 2G• 4' OG. b O.C. • TRIFLE MOLDOWN 411JD6 z Q L_� � /�.� lid• 2"oC FI �' �T lr� • L►N x-p34t`.i AT COLUMN I spm 1 14 • I'-p EACH SIDE! AV_P-NAI' !lTAGRD. GTAGRD. 439 • lm or- I6" OG. AT EACH END OF WALL F` Q w I T.S.I I I I�E •✓ C,� I IR" + I'-m• 1 loss N E I C> - 8- • OL A ' 'ASV P.T. 4x6 MUDbILL PLATE Fr 1 V?" APA.. oJ4a"• x ? +1` � �' Z T RATED 6HT'G A rb NAI 6' OG. EA. SIDE EA SIDE OG. bXb EA END OF WALL X EACH BIDE: At) P-idAly6TAdRD. t 12' OG • D' or-, 3x6 6TUD6 • EDGE$ Z � � v 1-IOLDOUJN SCNET.�ULE NOTES O Q" "•" - DESIGNATED GMPSON PRODUCT O N MAIC woL6OWN RAeiritzp b L "P-NAIL' - DESIGNATES A PNE-U-tATIG-DRIvEN NAIL. (10d COMI.ION u _Z Qp 1 (I r NO NAIL MAY SUBSTITUTE FOR •P-NAIL6• I O �Q. fp 7314. COL. Wro5 o HOEDOWN 2. SHEATHING ON S AftVALL6 MUST EMEND DOWN TO SOLE: a MIJOSILL � PLATES AND &►HALL NOT DE INTEIQRIPTED BY ANY WAL'_ EAATTING INTO � 0 � IL L?• PLYWD. 5/8' GIT. W. 3/4" TNK EASE -� I I RE�IREO `w1 Ibd THE $HEAIiWALL. s , PI"'OTE 8 (2) _ �• (4b) 3. WALL $HE:ATWINO "AT BE EDGED NAILED TO ALL v ' al, A. DOLTS I I _ 1 HOEDOWN MET'IBERS AND TO TIE FOUNDATICN MI<JD-SILL. PLATE. 9/$'DIAx12 Ass (lil 12d 6MlcER i 4. "SR•IP6pN• PRODUCT'S SHALIL BE INSTALLED IN STRICT ACGORDANGE I/40 f�'� • 'MST4a" NAILS AT EACH END WT14 MWN.I�AGTURER'S SPEGFICATIONS. 2xb P.T.. $ILL $FACER POST 'A34• EA SIDE \% • ' or- 6TAGRD. 5. HOLOOWN6 OGC,IJR AT EACH END OF EACH SHEAR-WALL LONG. $LAS. I� WA, l� SHE R WALL AND SHALL OR 'CBE• D•46! ,', l2l1 1A SINKER FASTEN TO A MINIMII"I CF (2) STUDS (MN.) LAMINATED T(XsETHER WITH EDGE NAIL - �-y "11STi0• NAIL$ AT EAC41 �105 12d AT 6. OG. UNLESS NOTED OTNEPIW16E. CRITICALLY ;�-lPORTA T TO STUD WALL �% • o EITAGRD. 1 PASTE N ALL b"P60N "NDi4A• AND 'NDB' HOLDOUNS TO bxb PO6T6. $EE AIC,NL $OIL$ REPORT t�LEDV, r' OI �oC'� ' - PER PLANS M'�T>•72" U) Ilo fA.lydG. + - b. FASTEN ALL BLOC'IUPK,/RM JOISTS TO WALL BELOW WITH AT LEAST Ibd FOR DA(.ICPILL AND DRWALL6. - TOENAILS • a" OG. SEE ABOVE FOR ADDITIONAL FASTENER REQT1Tb. REGM6. AT EXTERIOR WALL$. I � ` � � � � . . 4" COI,IG. 61.AD - GEE 1. ALL STUD WALLS MUST HAVE DOUBLE T T GRADE d xOUNDATIOA PLAN •• • ^ OP PLA ES OR TWE SAME I _ FTA-1' bl lb"# A501 BOLTS DM1fNS1GN A6 THE STUD. PLATES SHALL LAP A MMMx-1 OF 4'-O" --• • 1 ' 1 i i _ _ I I •• • G BIITUEFW 6PLICE6 MTN AT LEAST EIGHT 16,d NAILS THROUGH BOTH GRADE I II I-1 1�-1 1=i 11-1 EACH GIDE OF SPLICE. sTNDiCiC.J �� "HPAb-022" (21) ad e. USE 6&V' ON 40"N"r INSTEAD OF 'NPAHD22' WITH J0187 FLOOR bYbTEM _ 411=1L ill-ll J ��I,.* p �,1•/ '1 1�1 1 I_1 1 1-1 . I r 6INCER NAILS U/ 1-1 1 I�II 11=- ►�Y _I ` I �-- I?"xlZ" CONC. PIER W/ 'T 7. SWEARLALLG WITH OVERDRIVEN NAILS PENETRATING 8UMmAGE DY MORE 'I 1=1 1 I-1 11-1 1 INSULATION bN c l��o (4) •4 DOWELS AND e3 i (32) I6d SNK10 THAN 1/S• LULL BE RECLIMED TO DE RENAILED. USE A PRAMER SEE AP1CWL. . I I TIES AT 2 1/?" T 4 D a �� e ," • 'HTT22• 4 SR"IP$ON '66TB20" GRA IT N HEAD OF NAIL-GUN AND ^n.WT AIR-PRESSURE 60 NAIL - (?) CONT. uv AND d" OG. REM, OR %•• x 16• J-ISO(- HEADS ARE PLUSH WITH OR 6LK•NiLY REL586ED INTO 6NEATHING. �- M 2 b. WALLS OTH PLYWOOD ON E4GH SIDE SHALL OM ET PLYWOOD EDGE `1 V 21• , AT CONWRO ' • • ; l31 Tf'4 A301 SOLT �j 1 I I c v „ ` m • "HD6A' 4 8R"P'8ON 066TWa' J03NT6 ON ONE SIDE OF THE SHEARIIIALL FROM THOSE ON THE OTHER --1 _ OR 'lb'• x b• J-DOL It ALL ANGNOR BOLTS MUST HAVQ ?'i y�y'xb' B WASHERS AND SHALL BE 1--- • ��`yy LOCATED WITHIN 0 BUT NOT LESS TMA14 9" FROM EN(Jb OF DILL PLATE$. �J (4)i A301 BOLTS "1 -'• I '♦ 1 �- SEE PDN. PLAN a x 241 J-30LT 12. PROVIDE 04 DOWEL6 AT 24. O.G. rte;� 1100TIIMS INTO a" COMGRETE Moi �]l • 1 , M I FOR PTC. SIZE 1 • =` - - M _ • L r - ^ - �_ - � � CAbV. IN ; WALL ALONG uA� (2)•4 CONT. BAR>:'! AT TOP OF FON. WALL + FOc>TMfi, r/n� n • "�S. (9)1• A301 DOI.Tb IN 6WADED AREAS, SLOCK ftY LJOIQ - , �L�.. • f II*"• x 24' J-90LT WC?OD fl" SI�EATIIMG WITH - -- 3• 2 X 4 FLAT BLOCKING. NAIL 10d C.71MON NAILS • 2�" OG. AT E r VEGIGNATES • • • ,•-- 6T623b NAS (?) OA�ARtE6 OF SHADED AREAS, 4' O.G. EDGES, l0. O.G. IN FIELD I�I I 6' �R WIDTH 6' Milo"'Y'. Od 6"woP PROVIDE 2 X14 PLAT '� S F �vH• DLK4 DE'TLLEEN STUDS/YJIbTS N CI?f)bS-HATCHED AREA$,FASTEN CEILING WITH bd WALLBOARD Fp LAN FOR GTPJP NAILING. (TMCAL AT 4" C)Z- EACH J016T, BLK0. APES PERIMETER 2 x 6 BLOC:ICI NGS UNLESS NOTED OTIERW16E) IN6TALLEP FLAT OVER TC)P WALL PLATE APE) MAILED WIT 8 FNDN./FTG. DETAIL FOOTINCS •' GEE1OR44TEaS MOL.DOIMI I_Lv_ATION I6d AT 6. OG. BLOCK EDGES GF CEILING WNTH 2 X 4 PL^Tb. SHEET NO. _ �- rq_N� " DETAIL t �, __ Io FOOT INCA TAI o p, 1l D E � G �T -M E( J �-�Vt=- x o34 S I 1 rl • I-o a5 ��� `�L- a-09 A • , .• clol sCi�A�r a u��uDtC T V M N _ 's I lrl . I'-e V 6-09 PNE)L S/f,"t0 A !seri w�.T #&j 5 pm I " �.�• eH-+e.o. __ S8 . OF ( IV i 9575 9W Locust St. 28 UPI99200317 1. of �l m i i I I� I i ,.I i l, +.wrri.r u..r.o-.......e.._... ... -�IMxttiw,w_...�..•:�. �, I j" I I I iI 1111111111ilGIIIIIiiIiIIlI1111IIIIIIIIIIfIIIIIi!atolls,ill!111III�IIIII111l�IIIII'IIfIIIIIiIIfIitIIIIr--, LEGIBILITY STRIP O I 2 3 4 5 6 7 g g 10 11 IS 13 14 18 11'1 18 19 20 21 22 23 24 25 26 27 2e 29 30 `mn.i Cm • LI II OI NJNI 7108 oz :S ?Y r,,.. i, sxswx aa�•..n+M..x■ip � ,. M� PrIteAMIII�` - -