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9575 SW LOCUST STREET-8 DRAWING SCHEDULE 0 $MMEET DESCRIPTION ��;; , CJ; •� 0• COVER SHEET 0 1• SITE PLAN In m PHOEINIX I T I .J 2• BASEMENT PLAN N N 3• FIRST FLOOR PLAN o^i 4• SECOND FLOOR PLAN O 6• THIRD FLOOR PLAN N so 8• UNIT PLANS 7. DOOR/WINDOW SCHED. _ 8• ELEVATIONS ;z Z 9• BUILDING SECTIONSUNI QV 1n• STAIR SECTION/ ROOF PLAN W ��• STAIR 3 ELEVATOR SECTIONS N O 12• WALL SECTIONS 13• WALL SECTIONS O 14• ARCHITECTURAL DETAILS 16• MECHANICAL DETAILS 16• HANDICAPPED DETAILS 17• GENERAL NOTES L-1• LANDSCAPE PLAN $MEET DESCRIPTION TIGA" 9 OR GON NO. 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 S•8 ROOF FRAMING PLAN S-7 RETAINING WALLS S-8 STRUCTURAL DETAILS 1nTF;S FOR : VIP INDUSIF RIE INC .INC � I)E:F'EKRED Sl B'111T.4i.� • X9757 S . We B O1. SY TOM.TIC FIRE SPRINKLER0ONES FERRO, ZSi'STEM. � Y ROAD97070 2. FIRE ALARM PIAN. 3. ROOF TRUSSES AS APPROVED Bl' STRUM'RAL ENCI NEER. 4. POOL, AND RELATED FACILITIES FOR SEPERATE PERMIT. Z S. FIRE LIFE SAFE TI' EMERGENCI' _O PLAN. ® 6. ENERGY CONSERVATION PLAN. Z Q — �- UJ NOTE: ABOVE SUBMITALS SHALL. BE APPROVED ... UJ ARCHITECT PRIOR TO SUBMISSION TO Z CITI' Z X _ X wo� "- � �1 FIRE N1.4RSH.4L APPRUN'ALS CI'T'Y or rl � � CO D � �::, 1. PROi7DE LOCK BOX FOR KEl' .>►CC ESS TO LU- a co� BUILDING AT STAIR%AYEXITS AS APPR00%TD -i1 -i BY FIRE MARSHALS OFFICE. M 2. SEPERATE PERMITS ARE REQUIRED FROM � 'y ' = Q a C FIRE MARSHALS OFFICE FOR SPUNKLERS .a, 5 Sw LecVtr- a ' AND FIRE ALARM PLANS, v 3. NEPA - 13 SPRI'NkLER SYSTEM SHALL BE INSTALLED. 4. ALARM SYSTEM AS PER OSSC 1108.4-10. AUDWLE AND 17S1'AL TO BE INSTALLED IN U%rM, TOILETS, __ 240 PUBLIC SPACES. _ r N REVISIONS SUPER ONE INC . _ - _ 114A,RY DATE tC0'1 MIEVI'!5 [ {.-�•G 10950 S . We 5th . SUI� 150 �� 'E M BEAVERTON9OREGON 1 ; � -zo � � orr � ��� �G 97005f a . � p �___ +: F p f PHONE * 5 03 64 3—572 l _._ FAX (503) 643-59 '76 SHEET NO. =otiCRE--_m All, - \ "L:TTEP OF ( 1-7 9575 SW Locust St SIT1999 10049 I of 26 LEGIBILITY STRIA' � ___ � � � _ - 8 g IO i I ,2 13 1a ig i7 � $t 1 1 01 g y -7N1 54108 1 ' 11di I 1lJ �iJX111(1 a illJ 1 I i e 1. of Jf CnM....e ,... ._....GY MXN•. •MMMM° 1f^F rq.µ.allylRMu•rySMWVMRn°r+rIkAMM!. w.'r"+tr+4t.rwarr.vw•Y�. .!r•.YR-ry+1MMr!.MNMTMw!MA.MMIMMb-.+x!V-+•'+•Mn-'v"•• M! IMM�YTI. ► !+k M. +•s..M.IMVwwY•nM.M.Y1eMq•1.yry•I Ayl.lMry,� MIVIP V z. . _- � _ ___ --tet _ - S.W. , • 1 ���, PAJIUUNO Slcnv - T�- 5 wg R A M M r-- -----�: _ _ CORAL STREET G AS PEA U.B.C. _ ossc SPECS -- -� -- - _ ! AND O o.OT S1ON A, .Z I r W W CJ - + , .r,._ ASPHALT PAVUK} �---- t `1' _ - -- _ - N88'S1 '4--------------- 5"W 155.27' PP % ' TO TOP OF WALK T T .. - _ / '` - _ _ - LTMUDED 6UMPElt --- -- ' /' �`. J - - - _ _ 588'5 4511 E - .- 95.13' STOP AS ItBQUJAI?D W N c,` MIAXIMUM SLOPE _ i{ 220 j / I 1 = t 0) V OF PAVING 1 : so �'' ` ' - x < ; - 3 e I— Q N 1 HANDICAPPED $I1 E STALLS t ISLE _ O 111.E +', O , ' � — 6'-0' MIN.WIDTH ISLE r 1 t I`' F F x P o �'I • N A V-0• MTN,W Y TH AT VAN PARKING 2�.'.z/o— S_.- �/ KWIK KOPY ti z 2' PAINTED STRIP - �'. , / � • . . I�{ o � - I 1 0 W `°0 TYPICAL �� j '-- = �, f.� , "� �I J w _._. INTERNATIONAL - I _.._.- SYMBOLFOR / / i 2U 7 ;_P vMH _ �+. `Y i V .. � I 9 ( �i VI Q II f I Pa � Q I ' ACCESSIBILITY �` '' -r -- "'^`.�"'- - I af 11 J �� o c-=- i- --- i �l T 2•t, oo i e STALI. N%G o \ i I I N Q .•. r r d TYPICAL -- 4 / LINCERGRCuh 1= `..1 L. s� 2yl.aol i I I r —DRCP D D o-^- SP��-� 0 � H //_ [X� l�'•/'� 1C..� 1 I ( - - yr - - _ S88_51 _45"E- 176.13' - S3� o lo' •zd' c, II I�'- !o^ 8'_0�' I I 1 1 D I lJ ! '. ✓ FA;? <I Q I { I�..../ I I % T - _. �.-_=-..� — I q '• I r e NOTES: 00 CODES: U.B.C. 1997 EDITION ', •, \ ,\ � , L c o WITH OREGON ADMENDMENTS I t \\ � ., a - ' ' ' ", \SA S If`1GI 10 �! / \ \ I V) 1998 EDITION OF OSSC. ?`� X I I AL Fr 04 BUILDING ZONE C P S- T ' S o y I I r OCCUPANCY R-1 rn � /,. CONSTRUCTION: V-1 HOUR a 7!`ry' �\ \� �� \ ••• g .. 3 45 UNIT MOTEL ADDITION 3- STORY �\ , 31 1 - EXISTING BUILDING HAS 56 MOTEL UNITS. 2 � � \ \ \ � \ � � � � � \ 'tip +� o LD1 2� I_S- roll �, } a ENERGY PA'rH I USED AS A GUIDE SEE ENERGN `� �n II CALCULATIONS TO BE SUBMITTED. -- ,+„�� \\ \\ ;� \VA!-1_ N ,2,11 AP 4,4L'r I I N ><' •� ro Go N► �, �� 21 1.001 0 PA\/I N \ \\ \\ IIS . LV BASIC AREA ALLOWED 10, 500 SQ.FT. X 2 = 21,000 / • \\ `n ( M�� -'�'�"t7 Z SEPERATION 2 SIDES 50% INCREASE -31,5500 SQ. FT, '- ExE,'' 1 4'�� , N '. . ;�� _ I - ILJ. Q _ _- SPRINKLERS DBL SQUARE FOOTAGE X3,000 SQ. FT. S1 1'30'56"W rl !r�` ; \`AI .T J� - m r--- �.r-r Z Q c 4 L N �. �„IR ALLOWED. 0.31 2 - Z1'1• !0 0� T:o.•�n 5.7 • $•$•5�'31"£ �.2 9� r -SII TOTAL GROSS FLOOR AREA OF EXISTING BLDG. -' - - - - - - - FUkST FLOOR m 7,605 SQ. FT. �- -- ]E- - - .. ' ..` _ - -"�-- - v" _ _ 4'31 "W,900, .1 - COVERED PARKING 7,294 SQ. FT. PORTECOACHERE 560 SQ. FT. PRE-NA►It.JFACTURED 51 TUBE SECOND FLOOR = 12,975 SQ. FT. //I ' � i _�'�- - I _ —*�- nIKE RACK 2 3/� x t a� OALY. THIRD FLOOR - 12,975 SQ. FT. - OQ I �!� \ / i i - 2 N=��( 1 3 /, I �� - �M �• Q TOTAL GROSS -41,409 SQ.FT. �� \ / t - t��,�_LI I _ INCLUDES COVERED PARKING, WALKS, CANOPY i FINI HED F OOR 1 -�"1 i --�'1'SA� }J ''°�� CCU F'�-1 Z \\ // LOB Y LEVt = 09.60' NI�t�! 5 I,, S'r,At� c�v4� TOTAL GROSS FLOOR AREAS OF ADDITION \ / SECOND FL_ OR 219.97' I _5!d1��rl I Iz ov`-� �'-'--mom a I O I J \ / THIR FL00 = 28.86' r ��1�G:.� ca p �j I _ I 0 3/4' BASEMENT 2,840 SQ. FT. -_ •_ i l \ J _ --- l _ l . .__ l I ..._f, � \\ i r- - - - - ( 0 V IL FIRST FLOOR 8,060 SQ. FT. �/ Y. I 0 Z ,Q _ SECOND FLOOR 7,969 SQ. FT. �/ �/ � � _ - � • ._ ~ .. I• 1 .,\ �\\ � � � I''I THIRD FLOOR - 7,%9 SQ. FT. Q� / {{- - �, Y s - I'r' - . h'LII I T OCA 'I' I /l_, I -_It I.' '✓ TOTAL GROSS o l M O rF L.• SIJ I LD I +til G I '--� / T +� STAw s 1 ��•� I �� FLOOR A REA - 26,838 SQ. FT. / / ' ` 0 -1 G , I XCq% SURFACE MOUNT _ 3 ' % / + HEX' X V f7L—=I)7 PA��4rv� / Q, Iz� I-�� �1T�- I ��!I, I / '� 1 U) TcS �T r Qry �SBILXES REQUIRED) TOTAL GROSS FLOOR AREA EXCLUDING BASEMENT l l VA �, Ahlv�1 �- �/ - K I �/� �l'�f=1�_I IVC -;,TT\�� 23,998 SQ. F r. �, � / I - � 1 t —__ _� � E' l � � � �ti.l D (�-�1�.)r III( `�V 1 � N I s / = -� J � Z / / — = H/�. �� �_I �J T�. Lj J J Zap f — co .� / --- -�`- �1►�T>:� '�'I AT TI-41 �%�.^ .ti I n r O Lid 0 EL 1103 14-IS46) SITE COVERAGE : WaTr M SITE AREA 71,438 SQ.FT. 100 '/• `�; _ / / (� -- m ... / ; �=��_ —• IrOA�I uv, Z �► � G }CISTI t-Ici E •ISTING BLDG. �� TEE COVERAGE -- _ 15,458 SQ.FT. 22 % NEW BUILDING - 8,060 SQ.FT. 11 % / / S I YAPJ I, / / Y r i / / ADDITION 1 EXISTING PAVING 13,499 SQ.FT. 19 '/• \ Fac l�.rr 1.1 I •-x ILn UJ S / lir �U I t�l 1 -1/� G asufz�. s � T P^ ;z le- I -�- rxl ► ti.1 �� � ► -' E' NEW PAVING = 13,091 SQ.FT. 19% ' �G �” I Eki . r . < JE5 tJ EXISTING WALKS = 1,004 SQ.FF. 1% _ _ - - - _ EXCLUDES COVERED '�'/ r 7 - '- - - - -� 14 � - �' - ' � - Z WALKS NEW WALKS = 1,184 SQ.Ff. 2•/. EXCLUDES COVERED - WALKS \� - - S 88'54' 1" E 222.04 EXISTING LANDSCAPED = 7,501 SQ. FT. 11 %AREA NEW LANDSCAPED - 11,641 SQ.FT. 16 % I -- - ---_ 1 AREA SHEET NO. PARKING REQUIRED = SPACES ! S.W. LOCUST STREET . I PARKING PROVIDED = 1;6 EXISTING SPACES N = 47 NEW SPACES SITE PLA_ N Q SCALE I" = 20'-0" TOTAL = IOL TOTAL SPACES --- PROVIDED OF ( 1 -7- , 9575 SW Locust St. SIT1999.00049 2 of 26 LEGIBILITY STRIP o 2 34, 4 5 6 7 8 9 10 1 1 12 13 14 16 17 IS 19 20 21 22 23 24 25 26 27 28 29 30 tSL z1 I 1 0.1 - HONI OplOz +r -.•. 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Q M _ �% -- _,) 1 �_` , of o N 0 r Q 20 H-=-w' �. +,-3• I / y � � � � � 8 q �){l: T"'.-.1 i✓�E� I ' /n� `•� r'i�� �_ ��r: G !� � � .�I �I ?'J I � l, �W 24 R I WHINING 'I t K� I ( O ! �I�T u E _ _ F LANDS AP I r AREA c 1 I Z ob I I o �= AINIrJ� 1 � 1 �' • 2'-6` 12'-d` j \✓�,I�LI �L'7 U 2'-6• 12'-8' ' - ' 1 d. ,e'-3' CO - - _ _ _ uO __ 20 40 5c ' ; 61a 7a p ? go 1 p 1 1 - Z II CC R ' 8 12 T�> k, . A L T' r 1 I ''`='T',r'.^►► ;11 t I . 1 Atmel C U RT _ . - II RETAINING _ I I 1 -n 1CY 4' 311 X11 - I I ' -- • - 1' x G� . WALL \vA�ti�l/�r:.r ,.T� I - �+A-�A� ' I I s I��. ��.- w I `t © cv . .�;--- -- / ►r - -- - - - «; ��. __ r _�� ! - :. BASEMENT PLAN W Z vo �\�) �1 C-- -- — f / ` • I ' II i ' I .•T-'�/ 1 111} v.. `1� ..'��� '© � �- ' �' '� 1 u . ' 1/e• , ,' 0 W F am �� 1 -•f)f � / , - O _ -T_-- '' L�N tom', .,��F�� - � � �✓A� l1. +�Tr= ISE-rP`1 F�() 1 G� I O , 0 '- --- - �� _ 18 I / MAIDS / L�1 -7 ;a,.�,�, , 12� _ KEY; r—I N. 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I -7 � / CONTINENTAL BREAKFAST r H S P R K - -- I —-_ rw.roow MARK�6em+u of. : -; 2 Z ALARM PIAL STAMM 1W.0's 40c W VK I II I I� xx I CAWIFF 751.6"919 ELEC. z ! - ROOMS®Allo Pae I NWn INMAM I W � s w1�T wmT:i&rat NOTli MT WT M 80W MOM AIS LOW AS 1 PHONES \ MI ON PLAN ass _ 1=5 Ip S I p GI SHEET N0. �' �,� ;-�-I �,� � �1 � ' !-;_-,,� �•�;— fyyll _ I '— r-> II � _ KITCHEN SI=B' —1 H HEN E E / I L�W� I _ I OF 1-7 1 i 9575 SW Locust St SIT1999.00049 3 of 26 m LEGIBILITY STRIP C 0 2 � a 5 6 7 8 0 0 11 12 13 14 16 17 18 9 20 21 22 23 24 2°, e6 27 26 29 3C IOmnsl m t at I I 01 y H�NI .uIOZ 1�1t1iI�1�1�1�1�11Lt►r. ,�1�1�1�J,Lu1�111a1�.L►Ltai.►il�ii l�1► II,.IiIIT1111I1.L1111111111Ili IIIIIIIIII IIIIIIII11IIIIIIIIIIIIIIIII !1i11I1I1I.dIItlibid-JiIIII!II I.1I-th. 11,11111,11 illIIh117j.l1f�l>_ dX11111., IT 0a ti s• a n a � 4 � A w 113 8 9 10 11 12 .fry 129'-0 t t' M S'-e• , -0• 1 ,2`-e' ,2'-e' ,2'-e• ,2'-e• ,2`-e' ,2'-e• ,2'-e' 12`-e9 ,2`-e' uJ 3'-9' r-•3' I I = I i I I I Ii � t CO too I , Qtl� I I I I w 0 . � 3 w ILI %II — _ - _ - - - - - - -- - --- - - - - - - - - q N � 9 © Q Cc G i ' 3: i 4 < � 4 7 -- �� G` n 9 , cl i I I PO 3�- �I NIGH 6 .0uk;zpFZAIL_ u S i •� 1 H-VA: - - C 00 ci 10 , 4 3 2 2 4 4. r=r�, . a o (3 A e. 4'-3 LI= • I _ ABov� I [_= 3 ® O�� WIN 2 Co I l AS - � o II� Z IbR T 0 6. 111 ' — - L—. L I I 1 3 1 1 n�„� o Z ' t3 I I Q Z w I Q II l o 101 1 — — - - — PUBLIC TOILET .LOOM F t 12 -e 120-69 � II� r I � INiSSF..S. i ,2 -e ,2 -e ,2 -e 12 -e 191-6* ,e'-3' 3'-e• r-3• ,2•-e• — - Z 'a o N 1. WAINSCOT WITHIN =1-1" EACH SIDE AND W � Z co FRONT OF WATBRCII&SET OR URINAL TO O W — � 1 2a 3a 4a 5a 6a 7a sa 0 10 11 12 rj BE A SMOOTH NOJYABSOttBANT FINISH Ur � o 48" OFF FLOOR. REVISE TO BR PORTLAND CL CL CEMENT, CONCRETE, CSJRAMIC =At OR MO No t� 41 "" FI.Aar77C I.AMINA771; fTN18R. Z. WALIA TO BE WATER RESISTANT TVFE X GVFSUM BOARD WITH WATER RESISTANT LATEX ENAMEL PAINT. I ST FLOOR LOOFZ PLAN ,fie• • ,•-o• a. CEILINGS TO BE GYPSUM BOARD WITO -- W g WATER RESISTANT LATEX ZNAMEL FAINT. KEY: 4. FLOORS TO BE BRERT VINYL w►•t'R'1I! 5-1 SELF COVED BANE OR CERAMIC TTI.R WITW B" �I� ! N Z O CERAMIC T x MASE. o Doo.awt Im S . 1 � T �'i � �1 F0O I s. FLOOR DRAINS TO BE INSTALLED FLUSH � woo" ma flit ecce off. t 7 � wi Was FLOOR AND FLOOR TO RAVE A MAX. l AL0 LL Starr OF (I to SS). , MARM PULL sTAnoM so•�o•We IIICAMM 759-W We 16. WWA RB SROWIM IS INSTALLED A WAtN%C*V ix OR 70" IS REWIRED AND WATER RE51S'I'ANT r � �>�am MM�1 Mlll� GYPSUM is REQUUIRZO FULL WI'. OF I WER ALL INTERIOR BIDES OF ENCUMURM. FAIT- uT A �M A ww m � MA��ON RAIL - 7. QCEl7TONS 7'O t7S11/S 1 Tt • AiQ'VB Am SHEET N0. !!TWAT! Olrl7Cic, NON PUBLIC UfE 7T•II.RI'S & S�' j$LZl �I G L t, Q;j N jpL CONTAMMO JUST ONE TOIIRT, AND 611=17 RNM TOI.8T8. 3 . 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OF ( 1-7 ) 9575 SW Locust St SIT1999-00049 i 601 26 c LEGIBILITY STRIP O 2 36, 4 :i 6 7 e 9 10 I I 12 13 14 16 17 le 19 20 21 22 23 2A 25 ''-s 2'7 2e 29 30 Z1 1 1 C,I Q 8 b I HSN, 0 tOz i.1i.�lil>ULL' L�LLI�I�I���l�_111.1�JilMilia�l�l.Ali-1.��i.lilil.�l�.1.i.l�lil�J�..1�l�l�lil� III!)IIIIIIIIIII�IIT,I,I,i I,i I,I,III T,i,IIIII,I,I�I,I,ii"II IIIIIIIIIIII111117111111111Il1.�I�I1li1il�lil�l lilt Oz ,lJ.a.l.�l�.l�,►.�l�.11l.���� .. .. dINM1EhM.y>MIw4...V"':T'1tl5•J!•.INrfRM .AM1 +w m., r....u.u .. rw - .. ..., .!4.+r*rcw. ••,..•M![>n'.1!"srwrn+N.1MTr.A4nt•...wf.ern+wwr�eppten!.r :»..w.�. a *.•rtw.thrYyM'•M�ww.y�au �h� - .... a .,..,w+w.w. .r:.•w.....,. -..n..rrw,wr.•:+*cw.+•..w..r,..rt• ...W ri :x.+oa+-+a+.gWu+wls . ,... _ .y, ., ��.bwyKj.�MW�t ,. ... - . -w• w+.rvn'YMrr.... wm.+,na+..,:rM'rear'.h►••,r"'*r.'„r»•»-nr.;w+.'r. *r.».>:w , .... _...... .. ... .. .. , .. ....,.. n.ne-ew+#�r ,+l .'Mrhr^.eYyfYw: Mio1N•+PIM. wrw•«,+4q:«+r++wM• .. 1 'b Ila ;i 1 '.w 1 1 7'-0" 12'-6 1/4" 12'-6" 1'-0" 12'-6 1/4" 12'-6" 1'- " - - -- - r 6,-3r -- " 6'-3" 6'-3" ' " 6'-3" 4y 6 - _ 20 -7 — -- 2'-7- 6.0.X51 -7 r r 1 • • r r •.�1 \ U 6'0'X5'0' SL_wow 6'0"x5'0' . SL. WDW NT 6'0"X5'0" . SL. WDw NT f✓0 X 0 SL WDW 610 X5 U SL WDW .:,.- _ J U 5 5 HVAC t — I HVAC 1 HVAC 12 I\�I HVAC a N HVAC L-J40 L_J V_ p 1V O ls� 0 KING GAS ;, GAS , KING ♦ FIREPLACE 1; ;O _ o iv FIREPLACE I IN I ' ao r_6 a0 J in M co -6, 25 W 000 N KIIN O 1 -1` 25 i0 - " M � 7 I 7 I C" O10 Ix 04 04 .0 LM;L 5 U3 03 Z IN TV CN �- TV CN • Ty H ,6 N 18 V r Z ' MICROWAVE 19 3 1>i o 3 0 Z8 W/ REF'G. O O • m at BELIN W CABINET CTR. - In O I 0 O 3 0 0 R I O �'J I�j N '� - I 1 '� 7'-1" 5'-5" 1 ♦♦ 'r- C� 7'-1" 5'-5" 9 TV -7 25 � � 9 irk � � 1 —Jo 04 o 0 14 14 a 42" HIGH WALL — � ® o ax 1 0 13 I 36' HIGH COUNTER 1 13 I PA 36' HIGH COUNTER SPA • 5 0 10 0 S • 5 0 a I 10 - I 1 will 0 23 21 ® 0 �{ rJ I oo TYPICAL UNIT 8 13 '`7 O MICROWA Oj MICROWAVES 23 21 010 W/ REFIG. 00 o TUB/ 18 9 00 IM/ REFIG. V SCALE; 1/4r•1'-0• IN CABINET I SHOWER INN CABINET BELOW CTR. cel BELOW IR. 0 9 18 0 • TUB/ - p I2 TUB/ SHOWER N 12 "- ---- -- 5'-2m 6'-10" 5 -7 6 -11 1 - 5'-20t 2'-0 4'-1 5 -7 6 -11 - 1 SK 5 fir2 REFRIGERATOR O 3 TELEVISION -- I TABLE I io 4 N 5 ICHTSTANo rn n l TYPICAL UNIT 7 66 LOVSET O (D TYPICAL SCALE; 1/4"-1'-0* COFFEE ALE SCALE: I/4'-1'-0' 8 CREDENZA - ----,2'-6"--_ _ 12'-6" L 12'-6"_ ___ I 12'-6" 12'-6" 9 CLOTHING RACK _ 5'-0" 5'-0" — 5'-0" _ 5'-O" 5'-O" 10 WALL MIRROR 1 " 11 LIGHT (D-z I Z I Z I � — 5 -0 - 12 D TABLE O . AT WY Q co O tp 9 18 t0 9 18 13 0 I • o ROLL- IN I TUB/ • � o ROLL IN -- M I SHOWER p I SHOWER t I I TUB/ I I TUB/ O9 18 M 1 a SHOWER 6 14 IcItOWAVE O i+1 SHOWER I w) SHOWER I O _ I O 0 SHOWER UNIT S 1 • 15 SMOKE DETECTOR I 10 23 21 00 10 023 21 I - 10 23 21 00 10 23 21 1 i0 123 I 16 MOIRE Z e W I 0 I iD „ � 17 ONGBOY BED 0 t1 I „ I I 14 ,� I�- 14 I •t � i GRAB BAR ,e U) 13 I 13 ,3 13 I I 6 6 19 CHAIR Q -- -- 00 TYP. FAN WALL UP 4 ' s 12 10 20 APER DISPENSER c SPA 0 CHASE - 11 1 c0 21 TOWEL BAR p ALL I JNIT ' • 15 MICROWAVE 1 13 o I 18 1 22 OMIT Z W 26 SEE I BELOW CTR. . 0 3 1 3 1 23 SHOWER CURTAIN Z 10 o QUEEN il OI 14 2 x Eto 28 10 0 ROLL-IN SHOWER UNIT 24 DRESSER co N KING • 5 SEE SHEET #10F R HANDICAPPED 25 SOFAZ !� 0 • ,5 8 0 • 15 FIXTURE NOTES g DESK LU o N MICROWAVE I I 5 I TV O 26 Z W REFIG. 'o _ 0 6'_6" I SEE SHEET FOR DOOR 27 FLOOR LAMP J �O 0 CTR. MICROWAVE 10 26 't0� SCHEDULE .� ' ,J if!.�'i � �J�f-1.! o O w � 2 14 ` (O W REFIG. � WALL UP 48 1 19 QUEEN M� 0 CTR. Z8 —. O o I NOTES: 28 LUGGAGE BENCH T �' a �•/ d6 3 2 14 O MICR 24' 5'-6" O •ti O Q LJ TV3 WAVE • WALL UP 48' I MICROWAVE 1. LOCATIONS OF ROOMS FOR HEARING IMPAIRED ow =i � L QUEEN 14 W REFIG. SEE FLOOR PLANS SHEETS 2 THROUGH 5 TV REFIG0 CTR. 8 8 27 O O UWR SINK 5 2 14 2. SMOKE DETECTORS CONNECTED TO BUILDING ® ``J CTR o O 3 � fl37 POWER w/ BATTERY BACKUP � o � . . . . .I Tv 0 /g TUB, SHOWER, AND SPAS IN ALL ROOMS 0 o LJ I O 7 iv c0 19 z 1 KING 19 O O (CAL) I all 19 KING r O HVAC HVAC12 - _ I(5 HVAC 177 I j 6'0'X5'0 SL WDW HVAC 6'0'X5'0' AL SL. WDW 8'U'X5'0' 0 L SL WDW 8'0'X5'0" A L SL WDW I z 6'0'x5'0" AL SL, WDW 6'-3" 6'-3" 6'-3" 60--3" 6'-3" 6'-3" 6'-3" 6'-3" i — - -- a - ------- ----- — -- 69-3m 6@-3" - - _ -- 12',-6- 2' 6M ----_ --'--- 12'1-6" T-- 12'-6" 12'-6" 12'16" SHED NO. TYPICAL UNIT 1 TYPICA- L UNIT 2 TYPICAL UNIT3 TYPICAL UNIT HANDICAPPED d SCALE; 1/4--1'-0' SCALE. 1/4'-1'--0' SCALE; 1/4"-1'-O" SQ4 ; 1/4'-1'-0' - TYPICAL UNIT 5 SCALE; 1/4•.,'_°• OF ( 17 9575 SW Locust St. SIT1999-00049 7 of 26 LEGIBILITY STRIP 0 2 31, 4 5 6 7 8 9 10 1 12 13 14 16 17 1 E 10 20 21 22 23 24 25 26 27 28 29 30 m ' is HONI 0 1 OE r O I .- '. - �-�.���ltlll.11tla�,1,11111.1.��1�.1�.,1.11.►.�,L�.1..11�1.111.1.t1.t.�l,I,�I,111h111111►.�..iJ.1,1. 1LLltJ.t�I�LL11.1I�J.11.�.1a.1iI1Ii��IiI�ItII��I�Ii�ililililil�Il�ililillli��Iililil��iI�IIL�It)iI�1tI�II��!iIiIII►�I1i1.1I�Ii�oz Y �!NT�I,"ArrRr+nYWM.rp•ggyqyryynir, �u,w+.t++i11r +•.+.tn+."er••rr,Mx"pnw .« .n., m., .,•... ,. ro . , . « .. - ,MM"r„weer.stlHi"*!.'N.+.+ Yq.++M..ww.M,M•+11,I+.iW.Ir•IypA•. .. -. •MIMMNM'MA",Y• 4'MW'IR' a.vrr+...wr.n......,....,a..w.'•1•'XM911rM,MMurt•M+•x+ . ++ - ..... NO Pq... rs +.errw.-.. ., .. .:,. .. ... .. .MnNw+.dMax"KM+'"i'nw,!.tNMdw!IYav:•.�:+r+,N,,,�!rrtrraww .+r.wMi•^, sW'a.arv.::rArygn.•M,rw.MIME:,pHs,.dna•,�yw.,,w.r+Y^IMn«•.a..,v..,.s.}ery.1.n,,.iw.r wr.,.,....,,r,,,...,y.,«,.; ,w-,., ;:.r•..«.«,.r+,,,.h«+rW..4.....w.wanirlWM+. ..,+•.,.w«_ ' j. W -.x Nw*+rhry•+1wr •,... ..: „... . .:... .. ,,,...:.:e „«.....:. ,....„:..w..+err•«,« ».,.,:,;..,c ....., ... DOOR SCHEDULE HDWR • LOCATION NO. SIZE THK'S CONST. FRAME STYLE GROUP COMMENTS TEMP.GLASS ENTRY 1 31.0111 7-0" 13/4" ALUM ALUM A 16 CLOSER STAIR EXIT 2 3'-0" 1 6'-8" 13/4" MTL MTL B 10 CLOSER �'� STAIR/CORR. 3 3'-0" a 6'••8" 13/4" SC WD MTL B 5 1 HR.CLOSER EXIT MTG RM 4 3'-0" 1 6'-8" 13/4" MTL Mill B 10 CLOSER w M �..;� CONF. RM 5 PR.3'-0" 1 6'-8" 13/4" SC WD MTL D IS 20 MIN/CLOSER/r2fJV I e-• A Q O F1A�F�uF ® = N STORAGE 6 PR Y-0" 1 6'-8" 13/4" SC WD MTL B 8 lc)C�7,2_ 5 40 ELEV. L08BV 7 3'-e" 16'-8" 13/4" SC WD MTL B 17 1 HR.SMOKE/HEAT V = Z ELEV. EQUiP 8 3'-0" : 6'-8" 13/4" SC WD MTL B 6 20 MIN/CLOSER 400 MAIDS 9 3'-0" 1 6'-8" 1 3/4" SC WD MTL B 6 20 MIN/CLOSER J 3 C N LAU CHUTE 10 1'-6" : 6'-8" 13/4" SC WD MTL B 6 l HR /CLOSER 00 CHUTE RM. 11 3'-0" 1 6'-8" : 3/4" SC WD MTL B 6 1 HR/CLOSER = 00 ENTRY UNIT 12 3'-0" 1 6'-8" 13/4" SC WD MTL B 1 20 MITI/SPRING HINGE 0 WC ENTRY 13 3',0" z 6'-8" 1 N41" SC WD MTL B 1 20 MIN/SPRING HINGE D BATH 14 2'4" 1 6'-8" 13/8" HC WD MTL B 2 H/C BATH 15 3'-0" 1 6'-8" 13/8" HC WD M11. B 2 TEMP. E3 GLASS COMMO 17 2-3'-0" 1 6'-8" 13/4" SC WD MTL B 3 I-HR/SPRING P.INGE A L 18 PR 3'-0"16'-8" 13/4" MTL MTL B 18 ZD MIN. Hau';;'4/ L-1.I ACTUATED CLOSER PUBLIC TLT. 19 3'-0"16'-8" 13/4" SC WD MTL B 14 20 MIN/CLOSER I 0t-r::r-/- WTR. HTRS. 20 3'-0"16'-8" 13/4" SC WD MTL B 6 1-HR/CLOSER 1`T t°w 21 2'•G''x (0' 8b 13/.x" se"up, MTL, B 20 Ml1`I V .�� GL as C 6.HUra i&H TEMP. GLASS N DOOR STYLES HARDWARE SCHEDULE D - U.L rated hardware per U.B.C. 10. EXTERIOR STAIR DOORS At 10.U.F.C. & N.F.PJ� 1.5 pr. hinges - 88 H 101 /C RESCUE DOOR 1 each panic surface (entrance by key pull) 1 1.5 each hinges - 88 HANDICAP & BARRIER FREE REO.: 1 each closer surface panic surface Handicap Guest Rm. 1 each floor stop 1 each closer Public Restroom• 1 set weatherstrip 1 set smoke gasket (U.L req.) Meeting Rooms 1 each threshold 1 each threshold (U.L assembly) Public Access Areas Smoke and heat actuated o r 11. EXTERIOR STORAGE DOORS Hold open 1.5 pr. standard weight hinges 1. GUEST ROOM ENTRY t each lock - entrance x key U 1.5 pr. sprf hinges (U.L self closing) i set weather strip WINDOW SCHEDULE 1 each lock(hat•I/ motel) and door guard 1 each threshold , V 1 each occupancy indicator & peep viewer 1 sai'ch door bottom Q Z 10 each cut keys with approved bow 1 each stop aZ 1 set smoke gasket (U.L req.) Z GLAZING 1 each threshold (U.L separation) 1 each wall stop 12. EXTERIOR PUBLIC ACCESS E (131-FOLD) � Z W MARK SIZE GLAZING pr. hinqss - 88 _ a COMMENTS OPERATION FRAME MAT. 1 eocl, lock - classroom 2. GUEST BA7H/BED DOOR 1 each closer surface 1.5 pr. standard hinges 1 set weatherstrip L ' O1 1 each Co lock 1 each threshold Q Q N b' - A" e, S' - 0" DBL GLAZED SLIDER VINYL 1 each wall sop 1 each door bottom TVP. UNIT 1 each atop W z 3. 3.0 pr. sprin/hinges CATiNG DOOR 13. INTERIOR PUBLIC ACCESS O S V .�. 3' - 0" = S' - 0" DBL GLAZED FIXED VINYL = 0 _ d STAIR/CORK. 2 each latch (communicating function) 1.5 pr. hinges - 88 2 set smoke gasket (U.L req.) 1 each lock - classroom 0. Z' �-- 3 1 - b : 4 - 0 ' DBI. GI.A?.EU FIXED VINYL 2 each threshold (U.L separation) 1 each closer surface CORRIDOR 2 each door bottom (surface) 1 est smoke gasket (U.L req.) TEMP. 2 each wall stop 1 each threshold (U.L separation) 4 S' - 0" 1 S' . 0" DBL GLAZED FXD VINYL CORRIDOR 4. GUEST ROOM CLOSETS 1 each wall stop i 1 each passage weight hinges 14. PUBLIC TOILET'S F (PATIO) 1 ch ep• set 4' - 0" 1 S' - 0" DBL GLAZED FXD VINlr'L ea1 each wall stop 1.5 pr. hinges - 88 CORRIDOR 1 sash privacy (single stall) 5. STAIR DOORS 1 each pa»ag• (mufti-stall) 1.5 pr. hinges - BB 1 each cbesr 1 each panic surface w/ lever x key x U.L 1 est smoke gasket ( s regt I S' - 0" 1 4' - 0" DBI. GLAZED FXD VINYL STAiR 1 each closer surface 1 each threshold (U.L separation) 1 1 set smoke gasket (U.L req.) 1 each wall stop 1 each threshold (U.L separation) 7 3, - Off , S' - 0" DBL GLAZED FXD V 1 N Y L1 each stop 15. CORRIDOR MEETING ROOMS STAIR 1.5 pr. hinges - 88 t1. MAID/STORAGE/EQUIP./(U.L) 1 each panic surface w/lewr x key r n 1.5 pr. hinqes - 88 1 each closer v/ I - - b" 1 7' - 0" DBL GLAZED FXD. ALUM CORRIDOR 1 each lock - entrance x key 1 tet smoke gasket (U.L req.) 3- PANEL BOTTOM TEMP 1 each closer sirface 1 each threshold (U.L separation) W 24" RAIL STOREFRONT 1 wt smoke goe'tot (U.L req.) 1 each wall stop 1 each threshold (U.L seporation) Z 1 each wall stop 18. ALUMINUM DOOR SS DBL GLAZED i - 1 each cylinder Q i FXD. VINYL CONF. ROOM 7. MND/STORAGE/EQUIP./(NON U.L) (all other hardware by door mfr.) 0 1' 1 {�1 O ,: SII Itll-,Lt=- <11-z 1-X.� g g 1 each ��((p!r�) I = 1f•- . "'� 1 1 each locckd- •tro c•hinges key p� W 1 each closer aper leaf) 0 T "'T 1 each wall stop 1 set weatherstrip _L 1 each threshold i S. STORAGE AREA PAIRS 1 each door stops (per leaf) U 3 pr. standard weight hinges V I 1 each lock - entrance x key 17. ELEVATOR Lo�Y 1 pr, flush bone manual 1.5 _ BB 1 2 each wall stops 1 each panic surface car side w/kwer 9. OFFICE AREAS Smoke actuated closer t.s c hinges - ee Hold o� SHEET N0. i 1 such lacfc - •ntroce/office function 1 set smoke ( req.) 1 each closer gasket U.L s ' 1 set smoke gasket (U.L req.) 1 each threshold (U.L separation) 1 1 each wall stop 7 I 9575 SW Locust St. SIT 1999-00049 i 8 of 28 OF ( 117 , LEGIBILITY STRIP O 2 3, 4 5 6 7 8 9 10 1 1 12 13 14 16 17 is 19 20 21 22 23 24 25 26 27 2e 29 30 LP I ltl .!1� 1llLlult �.11L�1�1JY . .. . . _ . . . . 1.a,1.aIN0N II�.l1J�JIOZ 1� 1tlil�JilJIiJIoz 1 .. ,.. '1�R. Mn.. .wwN+rYT.'MM4tewy+Mn+oM•.^.F�pMN+^rsf�l..r^...'-.v-+TrriN!w wrrNti a+aM+rwn..bwiw.t..wn.!w.s+... - ....... ....._.r....rti...M.r.n..n.............. ..:�.�»»u... ..^In+w.t.....,. .-..... .,w.....nr......_........ ....... .......... .,.-.-... . :. a w. -„rw....x. w n Nxr.:. a .... ......: v........... .......... ....- - .. . ...w • .w.r...+.w .r...rv++ . w .v sew.r n ....��..i:'..MMq.rveH.....M.iw•.rvwwvJel.+..n .. 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STORE FRONT EAST ELEVATION Z _� Co 209.2 3 -rAtI�L �. / / 0 Z 4L — � � o 00 C LU _ CY _ _ > LS J' __-- - - - - - - - - - - - --- - - - - - - - - - - c. _ c.c — - - - - - - - - - - - — - - - - - - -- - Li 0 C.C. C.C. I - - - - - - - - -- - - - - - - - - - - - - _ �Iti _ - ' 0 TO\V 644 2 ,o'.>� I . j FIN e4(1" L� W I NORTH ELEVATION SHEET N0. WEST ELEVATION , a• • ,'-o• OF ( 17 9575 SW Locust St. 9 SIT1999.0 049 of 26 - J LEGIBILITY STRIP O 2 3 a 5 6 7 A 9 10 I I 12 13 la 16 17 18 19 20 21 22 23 24 25 e6 27 28 29 3C o m. . 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Side Reach Possible C4 DEPTH, LEVFJR FAUCET IANDLES. _ N N S. i11IRROR MAX. t0" OFF FLOOR. M>t r� ) to A' i• S°-0" DIA. IiANDICAPPED C TURNING CIRCLE. N EMvauoa ►len l0 HANDICAPPED TUB WITH THE FOLLOWING. - oiirents t la1 (�) 7. Eur.• - TUS GRAB BARS BACX- 24" MIDE An 33" OFF • Li eleerenee m Netk TUB FLOOR, SECOND BAR CENTERED !" ASOVt RIM Or U (al 0 'PUB. TUB GRAS BARS EACH ENL` 21" WIDE UP 33M MIN. = TO 36MAX. Orf TUB FLOOR. TUB SLAT TO SE Proportion+ m 40 R MOUNTED IN TUB- FAUCETS AND OTHER CONTROLS .WLavatory Qs.rsncee SHALL 8t MOUNTED ABOVE TUB RIM AND SELOM THE11 ; G 7LW .._. FROM CLEARSFLOOR NSiACs. A SMOWtAOT us mm THAN 2SPRAY 40 OUNIT, N • WITH A lass 60" LONG THAT CAN BE USED AS A 00 yG0 FIXED SHOWER HEAD OR AS A HAND HELD SHOWER NOTE: u r <3o M 17�o ra,a),rlisa,en.8 NOTE u a> 13 in()OS MM).town y sham SHALL BE PROVIDED. THE .SPRAY UNIT SHALL It � � """"""""""' be a70in , LOCATED WITHIN REACH RANGES .Or SECTION I �"IU = a>77 is I�gS aim). t �0 mar)• V t (e) use MI&I ._1 .°I. 4 DForward Reach Required ' Uitp►ryConduiont •. ROLL IN SHOWER WITH THE IPOL.L40WINQ EQUIPMENT. Mounting Heights and Clearances for Telephones GRAA BARS 3-SIDES UP 33" TO 36" OFF SHOWER FLOOR. • GRAS BARS 'EYTHER DID SHALL Bs 27" LONG. GRAB R OPPOSITE CLEAR FLOOR SPACE SHALL As 48" LANG. nternational Symbol of Acces"•bility r41 mig BASTALL SIfE 3°-0"X 50-0" ROLL-IN TYPE. WATER CONTROLS ON SIDE MALL BTWN. 36" AND 48" OFF STALL _ (LOOM AND COMPLY WITH UBC (e) SHOWER HEAD MOUNTED ON BARB- WALL AS CONTROLS. SHOWER SPRAY UNIT WITH A HOSs !0" LONG THAT C&I as USED AS A FIXED SHOWER HEAD OR AS A ND AILD r t>� OAS HASHOWER, STALL BE PROVIDED. THE SPRAY UNIT SHALL 10 Al— I 1ASize and Spacing or Hartdnlle artd Grab Rare BE LOCATED WITHIN REAC11 RANGES OF SECTIONage 1450 X109,I:r.10.5 it OUG 1- 465UBC tatPiz INAL.0 I;o�t Io�G� cwr Chair ; sleep _1t+U AMERICAN NATIONAL STANDARD Al 17.1-1980 I Owas S ( �F ILS 3 1 l F'� OV FV��R Wall, fw �( t1oe. • y- Cr 1 T I AX I M j M ISN C FS G L S-AR,,,b,�•l%%W F ?�" I H 3�" AVID It els Odor locatson t r alternate 4 �' control SINK . s I J k T� �� �,0►,I0 o C E� P�K w N •'o 16•in by 36-in 30-in by 60-In _(b) err WAIT- ap- 1Ml 9 \I clear Floor Space at Water Qaea (91 5-nim by 91 5-min)Stall (760mm by 1 S23•mm)Stall -- ITEE fwl 415 Tep ie� �� ~ 11.-S•�I s ISN T '�.I Y ROOMS FOR HEA-KING ►MPAIRED TO HAVE THE FOLLOWING Shower Size and Clearances EQUIPMENT. VISUAL I.LARMS NOT LESS THAN 80" ABOVE 3 e FLOOR OR 6" BELOW CLG. TELEPHCi4E JACK AT TABLE FOR Faro PORTABLE PHONES FOR BRAILLE A HEARING IMPAIRED W/ `^ seat taNl Moil ' altll sm ELECTRICAL 112min- 12 n., � 48"OF PHONE paper (a) SUCH RMS SHALL+HAVE SEPERATE VISUAL ALARMS FOR R�i- 111 l :: - a 36dn ray 36-In(91 Lmm by 91 S•mm)Stall �r , - COMING PHONE CALLS alt DOORBELL 00jSG PS '40 VA.RD� Z ° - O o4 - tel r � youH Win jL wall m unlsd w.c. contra) a U (a) (b 1 .Lea Z in yL Ill, mounted w,e Back Well Side Wall z 411( TNI S I:. STD i.-� (a) — -- - NOTE PROVIDE-_2 ROOMS FOR IUINDICAPPEO �/ �t•24 � � Y Mao P �1S G IPEDWITII ROLL IN SIIOWE S T I Z ~ W ` Standard Stall Grab!an at Water(]Deed 3 S X � /—.lren+ate a PROVIDE _ ROOMS FOR NEARING IMPAIRED i •" I tots1421 Jr.4112110� AS PER UDC CHAPTER j TABLE �� � IC � I (n C4 i Ewa � ttlaatc � � !�� � ��-- ' 4 � � i s erlsr 4� RF�\Y ut.l►Tr . ►�I m Q (b) r At _�f:r I r� ..ti , Z 00 S ii E31Z P6-AN t-2 Ole "~" 301n by 604a(764mrn by 1525-ram)Stall O �L�J ' OA t•Il.t pit r Xa /I 3 Grob Ran u Sbow"r StaW A 0 0 Shower Seat Ue�ien (L 48 min (e) beck 4 mrn , Rear Wall of Standard Stall Side Walla E Ac0Fig.30 .. .Toilet Stalls --- „% • S 4 f11o�oPmp a " `R l 1 ! _. • ) Control - I His I _ 1 _ fly floc w ' ' -- ................. —1- s _—� eoeee 4 ..I � was min , foot Web A.ed • • Spout Height and Clear Floor 5pica ' n •CC!•OBlblo path of travel 3� (i � � With Seat in Tub (a) Knee Clearance U I v� -a With Seat in Tub 48 - M _ 30 raw 30 min - - ` r - . `�-......1 ......,�°. ...... .. Tom -#- I a _ 40 control Clear Mea , e ,HOOFSpace All . I (.• I` 1 Qf` .2 of ;; °' SHEF7 N0. • at 1 V toot back ...................i _ 75 min _ uo� (b) (e) (d) 1--- SYMBOL KEY. With Seat at Had or Tub Freestanding Built-In • Shower controb Minimum C]earataeea Far Seating and Tables ' d Showa,head tb) Fountain or Cooler r . Fountain or Cooler IT� I� TY t�'I��►�..� GQ U{� �,t� +Drain With Sat at Head of Tub 16 OF ( I 9575 SW Locuir St SITS 999.00013 17 of 26 C_ LEGIBILITY STR1P O 2 3 4 5 6 7 A 9 IC I ipmm.i�m 12 13 14 16 17 16 19 20 21 22 23 24 25 26 27 2e 29 3O ' DZ I I I O1 4 p b HONI 941 09 �L11111111�1111�111�1,1thllll1111�,1 1 LU �_I�11a_I�11�11�.1L1i1�1.11.�IIIILI�11..11�111��1�I�III�I�I�I�III��iL�I�I�I�I�IiI�III�I�I�IIWIT,II�.I�LL�;LLLI�►1��I�II�I�I�I�I�I�I�It �JIIIIIIIIIIIII1111711 I1I X111 li oz III i IiII�iI��. . k NfrwR+'+*AP!.!'7A.Y!Mu.F"t.wwnro.+ ..h.Yi''^M'+l+#71T"M'+e.-«+i+..•!+n+.m+rr..e .-w+wn +••.rr+....+.« .rt-orn.a« ........r N—••.»r..w. .w,» ..-T. _..,«.......•..w..........»._... .,.. -... .. , - ...._. - .. . .- ... .-._ w..,.._ ... . . _.._. ' .FMO.1}M•1mMw'MM.MMM.IMMm•Ml..wiM<n.Mww-M.rV•r ....»..r.r..!Mn'+Wn..wM ww tr...Fry.NPYYMrr1!1Mr..T.•^•'• !!bwu .n .0 w. w•r r. .•w.• -- ,. ••:.? �y'4. .,. ,. '.FF.nM1FlF• ri4M:•!e+n..M.!^i.Fhi+N. r �[I 1 GENERAL NOTES CODES UBC 1997 ADDIT19N W/ 1998 OR;:1:;ON AMENDMENTS 03510 INSULATING CONCRETE: 07200 INSULATION, UCCUPPANC Y R-1 MOTELGyp-C-rete m nt gypsucemeapply 3/4" or l" as specified on Wall insulation craft f6ced glass or mirerial fiber flexible class-A flame spread ROOF-CEILING SYSTEMS drawings over gyp-trete Latex flour prima over plywood sub- blanket. Fill all wall cavities between studs, behind ebctrical Suspension members"USG" DOWN DXIJDXI.A Fire rated accoustical e • Smoke Alarm Boor. Prior to application fill all voids and holes. boxes and pig pipes ab jow cavities behind rim joy. the suspension system • STEM DESCRIPTION SKETCH AND DESIGN DATA I. Every quest room to be provided with a smoke alarm Note: The buiMing must be heated to 50 degrees for two days lace the r barrier on the warm side and the � •.� p � kP flanges Stlsperldled acoustical til ceiling systems shall connpby with the following GA FILE NO. RC 2601 1-HOUR located on the ceding and powered by building wiring minimum prior to application and for at least 1.1 days after over the studs, later,joist and let sJ p slap fight to .erns a continious 1. Ceiling system shall be anchored to resist seisrtuc forces( OSSC, =FIREsystem application- Adequate veti)ation must be provided to carry- vapor barrier. Ceiling insulation to be blown-in or craft laced Section 1630.2 and Table 16-0). GYPSUM BOARD,WOOD JOISTS,ROOF COVERWOI W N N Doors off moisture generated d c of e. Install some t.w W boo x gypum wasboard appw a"eros.b z x 10"am pw g �8 X11 gyp-c glass or mineral fiber flexible blanket irmlation. Under Boor 2. Provide ion wires not smaller than No. 12 gauge + • ypo drywaa morem 24•O.C.Faoe taw w ttpo x QYp&" i 00 I. All uttrriur corridor doors to be 2U min assemblies. after board installation " 8 u8 � Z• or-Wrf►1 N T war e iA'P n insulation to be craft &cod glass fiber insulation at crawl at 4-0 on center , perimeter wines on terminal ends of cross and d "ar°aro or vww�+alb a�aw..b t"rxouar lira trw.w►1Pit 2. 1?„ors through 2hr fire walls to he 11/2 hr. assemblies 04245 MASONRY / STONE VENEER S" OR LESS " Too 9*ywoosow*Iroc.atbtaarwtamoaw.ptwaPose w.rlo,o~ _ + I tr'► ug1 spaces and installed with under too- support system as required main runners at a maximuun of 8 from rash wall , four no.12 gauge 24'nom bine.layer IobvL i w Type o aywd scrwm phew r bed*at ww aloe � Q O and ,elf c losing, actuated by srn,ke detectors. THICK N ESS to keep insulation in place. At concrete floor slabs of wires splayed 90 degrees from each other at an angle not exceeding d lase low orad babot,it o.Q 'Ae plywood vAM ar- ,, pa appal a ilia armee �- N "Door notes" To apply to all doors All masonry and stone venter to comply with UBS' sect. 1403 occupied spaces use rigid insulation of extruded styrofoam or 45 degrees from the plane of the ceiling with a strut ,oucred and bia�teu woPraaewMwtor arood era �~�Adw'r'•Mw am '�D'01 ""a"ow"'or't s°'r - u) 1 All doors must be operlabk from the inside for All rnasoray settler four fart or less in fright from adjacent ground _ o er approved insulation board. The R ratings are as set fou h extending to the structural members supporting the f xrr or roof _ _ �T� ��t�2�� , Intmedwic exit without the use of a key, special elevation or if interior application four feet off ttrusht floor can be - • t in the table below. above and spaced 12" o/c in both directions starting 6' lrucu each _ - - d 4- krtowledge of ctTort. exempted from provisions of UBS' 1403 if approved by building 07200 SOUND INSULATION: wall . FLOOR-CEILING SYSTEMS, WOOD I MMED N Z 2. Furwall doors,to have latch rr>rch�utiurt only, not being official Masonry or stone units to tx installed a9 per UB(' Friction tit glass or mineral fiber insulation blankets, tabled 3. No penetrations shall be allowed in ceiling system except for FILE NO. FC 5107 11 -/tRY• lockable from either side section 1403.6.4.2. Wall ties shall be corrosion resistant, and W W for sound insulation thickness as shown on drawings. Tightly sprinklers heads. L:J ; 3. All tirush hardw,uc why-,h serves fire rated door if made from sheet metal, shall have a minimum thickness of 0.030" WOOD JOR9rM GYPSUM WALLBOARD, l,�FiE' 8aU � 6 p fit all voids. Cut enf ft amend all swishes and outlets. 09250 GYPSUM BOARD: GYPSUM FLOOR UlIOERLAYMEtNT assrnobltes must be lire rated fuush hardware. (no 22 galvanized sheet gage) by 3/4" or, if of wire shall have a " Electrical min diameter of 0.148" ( ro. 9 B.W. gagz). Wallies shall be Spray seW at all outlets. Rigid board insulation use extruded Use 5/8 type x gypsum board with tapered edges 2& i nteivi r • �'PNPA@ v�x"sum wabwd or Varner bus avow r rqa an�aa 10 00 polystryrene foam, rigid board 2" thick. "Styrofoam "Sll board or walls and ceilings. Use 5/8" x fire resistive grey:board raellsr km*v dwvvw vAb v Typo 3 eryad mvm 1r on.wasxwd orw join a � 00 CC I. EXLIW t ,C of hobby entrance dcxor, all exit doors and spaced so as not to support more than two square feet of wall bows nrdWoy bao.aan aonhroua dw-- ane MMdnd b ad4rorr ptacao a th ,< approved equal Use rigid board lo fatally concealed spaces. at toilet room walls. Nails, tartare and rcitJtrcing tape to be dwmar s4' arMw aor�Wa a 1r ac 11ee�err _ 0 ways of access thereto must have el -trically illum terra but shulJl not be more that two feet on center horizontally. dr.nrww.o.cad z4•oc --- r •- ENERGY CONSERVATION provided as rownerlded by board mnaniufactt.'ter for installation aarchw awn 1 ti•Typo W aorawo b 2 x 10 woa0 pw 1r ox. 04WOrenp '+ear' V-- ENERGY exit signs with w/letters not less than 6" in ---- -_ _-- - 01 no M llftw rid tri telae pat nr�trd Agan,ewer vieat prone In seismic zones .1 and 4, wall ties shall have a lip or hook on the 1. Presc,-rgotive compliance path I to be used as a guide only At exterior sots and ceilings use exterior ceding board SPAN GYMN tsor►� 4oas�carne WWO 14131 s Oaf height wi principal strokes nut less thin 3/4" wide. extended leg that will engage or emlose a horizontal joint rein- we energy calculatons supplied. Iterns 2 to14 below are 5/8" type x install as per manufacturers specification Verify DOWN typo n, W FirsTest 0080 LS 14 11.1sa, Exit ways tc be illuminated at all times w/light fon emeni wire having a diameter of 0.148" (rho 9 B.W. gage) W be used only where they are not specifically called our finish with owner. a'O"�pocac W 1n o� yw� Fera sauno Tow WTE5T 6-76I ,12-&77 Intensity of riot less than I-ft. candle measured at IN oy"wi" W RASE �'c or equivalent. The pint reinforcement shall be continuous with in the energy calculations submitted for this project. 09650 RESILIENT FLOORING: trt+wd 8ar..a umcofflo" w erwoypoum floor. Exits ighs to be illtuiuruued wt2 electric butt splices between ties permitted. 2. Window area no limit. Material %Meet vinyl- 0.07)" thick, colors selected from mfgr's --- - -------___._�"�^ ecc� lamips, one to lighting circuit & the other by 0.5001 STRUCTURAL METAL FRAh:ING 3. Window Glass U= 0.40 standard patterns. evirrgeny power supply which must also provide 1 See structural notes. Verify all fabncatioris fit the acture! 4. Doors other than main entry U= 0.20 Rubber base- 4" high, colors from rnfgrs standard colors. �. �� emtergemy illumuwwr for the ways of exit. Floor structural merrib>t'rs specified provided. Not engineer of S. Main door, maximum 24 ft. U= 0.54 Adhesive as supplied vinyl and rubber base manufacttucrs (/ Level exit signs are to lac provided at intrriur corridors �' Pm �' � �'Y �• PP by Y any discrepancies before fabrication. Fabrications to be con- 6. Wall insulation -----------------••--- R-21 for product furnished. and he illuminated as above, bottom of sign shall cealed lo walls, ceilings, excetra shall be designed to do so. 7. underfloor insulation--------------- R-25 99685 CARPETING: U-5 u bZ.1 DO NtJ QAC �/OK L,A r nit be less than six inches or rnore than eight inches and selected owner Ilbb -aU SPrs N S)bN SyrY : T' :ss M 03005 METAL. FABR!('ATIONS S. flat ceilings •---•----------------- R-38 Carpet ped ' try off the llior how stgru at doors shall he mounted on l.'ye new material,<conforming to sins and shown on the 9. Vented co' ' s------------------- R-30 I1►stalkT to s 1 4 d 41}� , exit dour or be mounted itdjacent to the door with �s supply 1o� ��, nailing strips and te�ducet Pq v, closest edge within four Inches of door from,:. drawings. Exterior metals to be galvenized. All exposed 10. Skylight glass ` U= 0.50 strips for joints at tile and vinyl flexing. N� 4 �' 3� G �)L� NC•i �(i� V fir 41 /1. ' All electrical equip. t appliances to tx U.L. (or otter wedding to be rent and continuous, grind all exposed surfaces smooth IL Skylight area limited to 2/n.of tour area 09900 PAINTING AT EXTERIOR: O I • I s&u moo 2 X Al 06001 ROUGH CARPENTRY 12. Basemrnt walls-------------------- R primer, r>+tti�,n:ull rico teed erste agency) listed and must he I Iron end steel - l coat metal 2 costs exterior alkyd- 'r � w y See structural notes. Provide IwnbcT with moisture content of 13. Slab floor edge insuLltiun------------ R-I5 semigloss crnarrel paint. alkyd- installed in strict conformity wi the Ml GR's installation no miorc than 190/6. All lumber delivered to site nuot haveproper 14. Forced air duct insulation------------- R-8 Gatvrnized metal- i coat galvenized iron tnstn►cttor�s " , ihg primer, 2 coats . . .. grade stamp. Joist and framing anchors Simpson or Bowman exterior alkyd serni - gloss enamel galvenized or approved equal. Nair as required on the strict- 07300 ROOFING 14240 HYDRAULIC ELEVATOR: er•al m%-s. At joist harigers use -tails as required by manu- Architect 80 shingles to be used with a class "A" rating "DOVER" or approved equal. Model - Fleetwood 21-H. (2,500lbs.) Miscellaneous -facturer. Use galvcnizcd hangers at exposed locations. Lag or as approved with a minimum class "B" rating. Roof 30 FPH, Siinplex operation, oil hydraulic, Y- 8" x 4' - 3" clear _ 1. Each bedroom to have at least one window w/max. 44" s •crews, bops, nuts, washers as per structural notes. Wood in fah to be 1- laver of ISM. cab, 3' - 6" x T- 0" Door, Dever DLP-1 cab. Options Electronic •- • sell )eight alx,vr tlewr.Provide combustion vu inlet Bier fireplaces and stows contact with concrete, masonry to be pressure treated to achieve Monopty roofing to be a "EPDM" roof system with a minimum doors with writing device, fan, '-tall lantern& gong. Provide WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED � J dm-ay and fungus resistance. Lay wall and floor sheathing in class "B" rating. State of Oregon approved handicapped signal and �s per I Ili(' sect. 3102.5.4 for tat;tory built fireplaces • erect ern Provide s' Blear fates, double to 07460 SIDING: SYSTEM DESCRIPTION SKETCH AND DESIGN DATA and per sect. 3102.7 16 for num)nry fireplaces. staggered � � P P control package, rower 3-phase, W hertr_ tratallation to - --- plates with staggered and joints at walls. Studs as per Siding as called out on di.;'vings and sheets as required. conform to state and local codes. Install approved listed : GA RLE NO. WP 3240 PROPRIETARY ' 'VHOUR 60$�WFSTC 3. bdl'uall shower recess- w have 5/8"es watt s roof gypsum drawings. Provide with matching trim shales for comers,doors, stroke detector for elevator rw4W p.uposes in elevator lobby � a hod Walls to have loud nxoisturr resistant surface, up I FIRE BL(WKING windows and other openings. Fasten as per manufacturer's or entrance area and assoiciated machine room Standby power GrPSUM WALLBOARD,MINERALt'1BER,WOOD STUDS FIRE SID 6' U" m�ntmtun Provide fire blocking at each floor line and at ceilings lines, published instructions. err layer W WqX%"ntrw x iMo++"rlrwMaerd or Manes ban#appew parser I0 mil as per[IBC 3003. Elevator to ac4;om�odate a whet-chair. _�. 4 Exhaust tint, rwtgr hood, clothes dryer to veru to outside. rasa+rsmnnw 24•o.c awry 1•Typo a dryawa.c,- a woes own .a,a.r row it each floor and at stairs and above cabinets. 07620 FLASHING AND SHEET METAL : Except at maim entrance level an approved sip will be posted ox-Enal�ordmrocradwa+readerscfwv n..r.ndarnw,ar.u,,.da S. All Wlnkflrw3 and peek) dl,l,r'S IU he g41trd with Insulating 8n Po r+0+r 2. BL(X'KING Materials adjacent to each elevator call station which will indicate that in wVws b 2 x 4 Wood ae,da it or 24'as adr+11/41 Typo 8 drywd eaa�ra 7,,,t,w glass. soar 2.0 ar 2.3 pd h on.f specs,On appoafte area,a»bY+r ba•Poprtaery how x Provide flat blocking for door stops, toilet accessories, signs, galvenized steel, 24 guage, use for all sheet metal. case of fire, the ekveor will not operate and exit stairways must vias"waseoera a cow►bare wow a � 6. General contractor shall he responsible for verifying Ix y rq,r ar+t,w a w,ea wNN i+i.•Typo w FIRE Sloe wall hlvy;cabinets, grab hare, finish materials, handrails, etc. Fasteners fabricated from same or galvanically compatible news oesaws 1r ac. swAv watxtloal pro w o.c.nota aa..sound a.e.e with Ttkk cones: 5%. all dimensions and conditions with architectural, tmip8 be used UBC- ,J!10. Vent hoistway as per UBC 3004. eWa Ir oc,arae opo►lata d 9_o pd nlYwal&W bwn'aaw owned o", atria d 06170 PRE-FABRICATED STRUCTURAL WOOD metals. Use concealed fasteners where possible. Seal joints a,d apeco (LOA04 WARM) xoworc w.tya,r 7 pt Zr Po !o� Doors at elevator that swing shut in case of tiro should have car Fr►.Taac u.R131s.•s3,s4,12s,a1o•ae mris structure and be adeqricaluately pearls. 06180 Glu-lam beams: with plastic or bitumen jo;nt sailer. Use standing seam for side push plates flush type which can open door without special ,,, Pi OPINUARYOYPtttrr GWAD Daar�11U311 O 7 ibis structure to he adequutety bxacctid for wird k,ttds - - --- trrwed 81awa o plum earoah Ma voEErmor xill tirarw ULC Design W11 until the rnwf aril wall units have been attached Sec structural rites. Provide construction grade hearts. Do not ootsoeicaa tlashinu_ -_ -- knowledge or effort see UBC-3007. _ ►anak,,flgEC.1Dp�� Ftaa 8ouw Taal satr7'OOp0,1,►17.78 together field cut beams. Shop fabricate all shapes. Do riot drill bks 07920 JOINT SEALANTS:8. Any discrepancy in plans is to be brought to theor notch beams without permission of structural engineer. Potysaulfide sealant, non- absorbent sealant class B, I part. GA FILE NO. WP 33M 1 #1511p48$' ;: • ; 06190 WOOD TRUSSES � � Z attention,of the architect prior to proceeding with Provide primer where required. Apply sealant neatly and mmove 18RE 'QQLJItlD _ . p P See structural notes. For light metal connected wood trusses all excess sealant from all surfaces after installation. GYPSUM WALLBOARD,WOOD STUDS the work. points, and mec h- one layer ab•type x�m wen owe or veneatr tease sppad Pian aril a a rqr �... provide shop drawings sowing layout;bearing po 08100 METAL DOORS AND FRAMES: arose b anon ewe d dW*row d 2 x 4 wood elite,apeoed tr oo.an aaperau Z ..� W 9 All wtxod in prrnnanrnt contact with concrete to he apical equipment support. Design shall be done by an engineer " r open area Gd coawd nae ir�a•Lens, o.oeir rlarrll 1n.•has- r o.a s� Doors to be Rede-frame, Timely" or approved brand, lJsel8 ,mond nosed a lop ,rid IF,- piewe d r o.a alesper )erre sea, nae. Z pressure-treated with a water hone prrsrrvative. registered in the state of Oregon. guage steel for pre-finished Games of baked on enamel �txsxinp reg14rw al ore hat^ NOADaLAMIG) X 41 10. Snx►ke detectors-connect to house power. Shop drawings shall be sumped and signed by engineer and prcpaired for hardware. Use 22 gtnage metal at non-rated CO tM IL Pluni H fixtures to b1c apnovred 5Y developer approved try project engineer and bxuikii trate rior____`- openings. Provide USC and UL label where scheduled. LILL3 Z 0 02500 EARTHWORK : --- _._-_- _-_- _�__ penlo8 , � to trection of trusses. install trusses in accor.lame with As an alternative a door fiarne assembly with an UBC 20 oM W n o !I Remove all brush, small trees, and munimumof 6" of top soil Firs TeaWoo*Saawt'36t Z 0D at b uilduig and parking areas. Excavate for footings to the manufacturers specifications. Trusses by "Tru:-joist" minute label can be used. souw Ta SeeWEssma3 W Z Go required elevations. Excavate to final grade by hand. Rernxove corporation or as approved. 08200 INTERIOR WOOD AND PLASTIC DOORS AND FRAMES: 0 � areas to all de06200 FINISH CARPENTRY Doors M hlri.t burr• be tleckfilktil. Backfill to grade _� . - - '.• `` a � T � a with site materud or pit run gravel. Rough grade parking F lumber to lox plain sawn Hernn•ftr solids, with WCL 13 AWI custom grade for transparent finish face veneer selected u1.Y . •, •;t or 1► ,,� 14 .41 14 ..,, ,.,•. Vie.,,. attlm or titter finish. Owner to select trim aha Carefully cut EXTERIOR WALLS �� . + ' ►' ^,�1 , - . ; -s;.; .. ' .:- !`. � s� std planting arra~ to ekvatkon aloin or required. Provide Pte• ilY by owner. [follow std solid core doors as scheduled. Provide . . �+• -•+-.•, _ t v positive slopes for r. Park fin and install all itetrts. Secure with nails and screws etc. with UNC or UL label as scheduled. Doors for QA RLE NO. WP 8106 1 HOUR Po Pr ��i3 ung arras provide 4" base P'rPnd Finish to be fee of hatnlmet rtnarks etc. Install all work frac, hardware and can be fico FIRE course of 3" minus crushed rax k compacted. Landscaped areas pre- hung. 12" of clean top soil minimum. At stab areas pmvide Pte• level. Provide all other incidential fastenings Fumes GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS 2" of s:ux1 over vapor hoarier tools and equiprnrrrt required for the satisfactory fabrication 3�olid Douglas fir B or better grade, pcepaitai for hardwa e. 9xv rico wen ons Ley.►W typo x gypsum afws* 4r arida•append peraw b and inutalation of finish wood work. 0 f400 ENTRANCE AND STOREFRONTS EXTERIOR skmb adtn pawrtsw roaenp mase,i#.•b"o•alta•oIw Phe or+h"hoods,r ac. 02520 r %V I N G AND SURFACING: to we,4'oz pal wise.Joiaa of Qypwan atwaa-*V may be tae u ares ed,EldrwrI n Place a I Wo coverage of soil steriliazatiun over leveling 06410 CABINET WORK: Manufacturer: "Pacific Aluminum Co.". U.S. Aluminum Co. 0114111 pbbbnwdrdWognan.an* bskOk Wavoerdandalwe,wpnerwb _ Plywood 3/4" thick, DF., Extr. glue. At exposed surfaces use Kawneer, or approved equal. Use standard frarne 1 3/4" x 4 1/2" IW W and Irolbm puree n.1 r" y •� course. Install 2" compacted a_plana paving over minimum 4" " 1lrbrla elide one toyer w h9+x vypas"waeboard a weer raalarrr battier bow 1 compacted tiU .vita paving mtc�ure. Compact asphalt with a stain fly wood venetT. Use 3/4 water proof particle board extruded aluminum system for door fiarnes and sidelights. o -a ve m bees aooMd peril Wer►a a do enpba b 2 x 4 wnd aerea,24•on..wot ; lo non exp1sed location:. Use 1/16" plastic laminate as called Color medium bronze anodized finish. Pr all frames for aeooetadriaM 1rAe•ton� o.oala'dna*,+H•araeda,roa(l, ateivatNo) Twokno � vaAoa minimum ( I ) tun roller. re -� for on cabinet drawings. Glue and trim as required. Provide door hardware. Door by "Pacific Aluminum CO." X550 barrier- Appmet-WoWt 7pat Fir.Taal: s«wP sato - - hardware as required to complete job. fire door with medium styles, horizontal muntin and 10" base rail. 02525 EXTRUDED CURBS: 07100 DAMP PROOFING: 08630 WiNDOWS: Use 2.000 pound no stump mix concrete. Bond curbs to paving Material: Sonnelxxn, "Hydroxide Mastic" solvent based asphalt Manufacturers "Mercer", Viking Industries, or approved SYSTEIt1. DESCRIPTION SKETCH AND DESIGN DATA with expiry. Fxtrudc curbs to shape shown on plans. Provide damm pofing. Apply as per manufacturer's instriwtions. Double. rnanufacturer. Frame to be vinyl, with vinyl weather stripping. P weep toles fur drainage. Install cold joints every 20' chock application to assure full coverage. Carefully backfill Color as requested by owner. Each window to have quality GA FiL.E NO. WP 39101• " Z Stupe exposed end!;45 degree angle. to prevent damage to darnpproofing. certification and energy label. HOUR 50 to 64 smXOYPgUM WALLBOARD,WOOD STUDS FIRE SOUND LANDSCAPING- 07190 VAPOR AND AIR RETARDERS: 08710 HARDWARE: I.ardscapc contractor to install landscaping as per drawings Moisture barrier to he "tyvek" brand housewrap by Dupont co. or Hardware supplier to provide a complete list with manufacturers 00"k4w ala'MM x 4ypom waWmwd or vormw bus sWW at NN angina Ioendo oftof 2>,4 wood elude 11ro.c.e1a0sered e•o.c.on 2■e wood plain wtrl ed ------ --- •-- .1. and conditki nts to this project of all code agencies. 1511 budding paper. install as per marnufacturers instructions. product numbers. Keys- all locks and cylinders to be master 0oaad'vre!ria•Ions,o.086•tl W .1/4'heeda,24-o.c.Face war ah•gpoxpypern 03001 ('AST-IN PLACE-CONCRETE Cover exterior wall sheath' of building with moisture barrier, Keyed- Provide 3 hockscylinder 0"'n.""Wn Wp�d on osch We a'"wogin to*AM 'Mad cosM w mg mg Y per and 6 master keys. naw 2,1a'long,0.113•dwrl as,•hook.r o.c.stasgor Maritalelon f1r o.c.sech See structural -totes. In extreme cold (below freezing) or Lap all edges, tape all seams. With tyvek at windows and doors 013810 GLAZING: "wwme.sou+daawwmnwrorbewleyerspecodro.c rwrt:orftWaans warm(above 85 dr provide A.C.L approved weather cut openings end over openings and tack material as er the Windows nqulnd a mid hotsht. (LOAD-s�ANINIG) gyres) P PP P� lap P� p provided with double insulating glass psrteLs- interior protection for all concrete. Provide form work to assure nttanuftictumrs instructions. Vapor barrier to be 6 mill vuqueen clear and exterior clear- use 1/4" float glass. Doors and r f concrete cunfi►:.:v to the shape shown on the drawings. reiforced. black potyethelirle film Place under concrete slabs windows required to be protected use 1/4" tempered safety glasTntcaw.:s. xooro>< w.ghe• i3 pa Strike all concrete sn wth at top of walls and footings. and in craw I spaces are required. Lap all seem 6" and in crawl 09001 EXTERIOR PLASTER: Fire Test: See WP 4135 Provide expansion and scorejoints as sewn on drawings. spaces return moisture barrier up 12"on perimeter walls. sw.w T«1: frG=r7.5.1ti.7o loterior slab tlnishes: 09120.09510 S►. 3PENDED ACCOUSTIC TILE - 1 ) SHEET NO. "prows) to a smooth hardfinish. Splay all concrete surfaces AND SUSPENS IN SYSTEM to retrain exposed with a hardener. I-HOUR RATE ASSEMBLY Exterior stab flaislies: USG til T-399 of-iii-fissured 2'x 4' x It2" STC 40 - 44, Firecode i Sidewalks to have light broom Relish with troweled and toiled aches. 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STRUCTURAL NOTES DIVISION ONE - GENERAL pLuItION TWO- IT . WORJj A. A. AND LXCAVATION I These specifications are general in nature and are intended to set minimum I. Review 2. All concrete to be standartu for construction materials Workmanship shall be controlled at good tnss requirements for protecting existing vegetation be4oro start of work(e.g. Provided by a ready mix plant with an established quality control 7. All exterior walls must have u least double top plates which lap a minimum of program and standard deviation data in compliance with ACI quality req►urets, rd . Prior 4'-0" between splices with at least (8) 16d tails through both Plates each aids of qu y by the General Contractor 2. Notify Architeex/Engirueer immediately if unusual conditions are encounter..-4. to ptacerneat of concrete, Provide mix design)for each type of conexde, clearty • 2 This structure and all its arts must be adequately braced seat wind lateral spl�. r P eq Y a8 7. Utilize stnigttt edged bucket to excavate footings, piers and &Jabs to minimize labeled as tf the area of proposed use. Prior to placement of concrete, provide I. Double all joists under all parallel partitions earth and seismic farces until the permartaii lateral fora resisting systems have trail disturbance. Clean all footing excavations of loose material by hand. Do not design or each type of concrete, clearty labeled As to the area of proposed been constructed and all attuhrnents and connections necessary for the stability excavate closer than 2-to-1 slope below base of footings unless approved by use, 9. All 3x or lean(leant dimension)to have maximum moisture content of 19% of the structure and Its parts have been made 10. All floor joists and will plates shall be kiln-dried to miinimize shrinkage 3. Use type I cement, per ASTM C-1 SO unless otherwise approved. 1 I. All lumber in contact with concrete must be prastue-treated. Engineer has uQt besexi retained to provide any services related to job site uftey 4 An over-excavation shall be bagkfilled and compacted u "engineered fill" or with 4. Aggregate ASTM C33 size to be 1-1/1' minus for "a on grade All other - precautusons, or to review the means, methods, techniques, sequences, and concrete to same specifications u footing concrete eoncrote may use 3/4" maximum size aggregate. Do=use 3i4"-minus aggregate 12. All lumber and plywood delivered to the site shall be piled off the ground and operations of wristniction Engineers work is limited to the design of work in slabs�e a8& B protected against weather. described herein 9 S. Air entrainmerit (AE) shall comply with ASTM C-260 and shall be used only13. Cutting and notching of joists not allowed. A one inch.,diameter hole may be 4 Contractor shall ver,fy all dimensions, elevations, and conditions on drawings and I. AU All ad backfill lace in the builds ata and beneath drilled in the center one-third of the member depth. A9) other holes to be in Held. Coordinate locations of o g P ng paws surfaces shall be where specified ad/or approved by Engineer. approved by the Engineer. pennies through floors, roof, and walls with densely compacted u per soils report. Such Aliing and backfilling should be 6. Aecalwators- Pozzotee 20 non-chloride far componenta exposed to weather in 14. Connectors: architectural, mechanical, and electric ' .:• 'Notify Architect/F.nginew of any accomphshed after presrolling within the building and parking areas or follows the completed structure(walls, exterior discrepancie>• Do not scale information P. ..I drawings '� PmnB. etc,)Calcium chloride in the 14.1. Tie straps, framing anchor hon ng overexcavations in footing .yeas. The structural flll sh+oud be placed in loon interior slabs on grade. Quantity(dosage)to be determined by Contractor and g � gess• stirrups. column caps column bases, etc. Iv S Site insper,tons or observations are inti ptuvidesd by Engineer's unless specifically lifts not exceeding eight inches in thickness and thoroughly compacted to a approved by Engineer prior to use. to be "Simpson" or equal, or as detailed. Prime coat miscellaneous steel a > arranged by separate written contract dance, non-yielding state. A d Fully nail according to rnannitbcturces schedule using I tz Cr Yi g density equal to at lout 9S-percent mutt be achieved g argent size shown 6 Mechanical equipment, mechanical and sprinkleir piping lager than 2" diameter, for all fill placed on the site All beams and joists not bearing on another member to connect with "U"-type or any other items producing a hanger load over " shall be hung by a system 2. Structural All should consist of reasonablywell-graded hanger unless otherwise noted. ; o ly roved b the Engineer Sr sand, &teasel and gravel or 14.2. Nailing-A.11 nails t,,.. approved Y g Any hanger producing a load over 2001Y shall have crushed rock. To facilitate compaction, particuluty during wet weather A. �BAl, g r specified in the r;:nu to be "co�rnmon" nails car_ ether...ata m W additional framing installed to transfer such load to the main structural member noted, all nailing shall comply ovit'n UBC Table 23-1-Q ttasGng schedule. -' t oondstsons,the fines content of any soil used w structural All shall be limited to I• All structural members to he fabricated and supplied in accordance with AISC Obtain Engineser's approval of all proprietary nailin "ems. 7 Design Criteria In addition to the dead load, the frllowing loa'�and allowables less than Ave percent. standards, latest edition. Submit shop drawings of columns and miuellaneous gv were used for design, with live loads recurs; Mor UBC stead a ►IL Roof 25 psf snow plus drift eftescts DIVISION 11HRIEr - CONCRETE AND RIE1N1F01&CIN . B, MATIERIAL.511 14.3. Nails at roof decks and all power-driven fasteners shall be driven so heads are Floor Corridors, Stain i. Structural steel W.F. columnsshall be ASTM A-372 Grade 50, other satandard flush with or slightly recessed in surface. Check and resink, if needed _. 100 psf L.L �, tiENFRAh shapes to be ASTM A-36 immediately before rooting. Hotel Rooms _ 40 psf L.L. I All work to comply with ACi codes and standards. 2. Pipe: Welded and seamless pipe ASTM A-53 IS• Lag Bolt Installation: Poking __ ,SO psf L.L 2. At areas of depressions for slabs and beams, provide minimum thickness of depth 3` Structural tubing to be ASTM A-500 Grade B Fy-46 ksi 15.1 The lead hole for the shank shall have the same diameter u the shank, and Sidewalks and Dnveways 250 par L.I. u for adjacent areas. 4. Li the same depth as the length of the unthreaded shank. Wind-_ _ mph exposure I��s 1. Non-shrink grout shall conform to ASTM C-i 107 and Co of Engineers Grade a with F� 1 Sa kms e� vier sJWI be formed ftom steel of ASTM AS70 15,2. The lead hole for the threaded pottion shall have a diameter equal to 70- y 1 Light gauge steel 1 It tw and lighter percent of the shank diameter and a length equal to at least the length of the Seismic _--_---- none 3 specification CDR - 621 grout shall have a specified cont � gauge ghta shall be formes Soil Beating ?, sf DL + LL --- Pee P� strongth at tom ASTM A61 I Grade C with Fy 37 ksi. Detail and fabricate light gauge threaded portion. - P twerity-esght days of 5000 psi, Pre-grounting of base plates is not permitted. steel PerMSI Standards, 15.3. The threaded 4. Nae: At all interior wall conditions use 5/8" Kwik Bolts w/rninimurn S 1/2" S. Beam-to-beam and beam-to-column-,onneWons should developthe load Portion of the screw shall be inserted in its lead hole by turtling B' irmbedrtsernt at spacings spawn for anchor bolts. with A wrench, rat by driving with a hammer. Soap or other hnbrica.�tt nay 1 Uniform Builds Code- 1997 Edition as amended carrYhng capacity of the connected beam on the bugs of equivalent uniftom loads be use on the screws or in the lead hale to facilitate insertion and prevent Building by the State of O Fes' given in Put 2(Beasts A Oirders)of the RISC Manual. A minimum shear capcity 2 Contractor to comply with all state and local redo+&, ordinances, and standards ®, of 12 shtdl be damge to the scree.. 3 Mwenal snd design specifications cited herein shall bt those conforming to the 1. Contractor eltall be so Provided for beams 8 to 104riehes deep and 8 kips for beams version of the Applicable specification or code most r �Y resaonnbk for providing the necessary formwork and kat than a-inches. The reactions given on the dewing supersede this note. H, aPP &Desi recently adopted a the shoring suitable for the conditions involved and compatible with the finished 6. An stntctural steel-to-steel flaming oonnec6ons,unless noted otherwise, shall use � � permitting authority These structural notes are to be used u a supplenrtem to the 1. All TVs shag be manufactured and designed by True Joist Corporation or a prim. appearutcas. A325X high-strenghth bolts with hardened washers washers on nut side of bol. approved joist manufacturer to the foil load specifications 2. Ground forms: To the erten fprsctical, all isolated footings should be " ground All anchor bolts and wood framin oonnectsons ° 8 4 All features of construction not fully shown shall be of the same type andformed" g may use ASTM A-307 bops. 1.1. g(�QF,IQ•t� P Y 8 � formed. Clean all ground formed footings by Provide standard washers under bol heads And nuts to contact with wood.. u specified in character u shown for similar conditions, subject to review by I he Architect and hand cad -use caution during concrete placing to avoid care-ins, 7. Use 0.125' wmet x 2 1/2' Ramses at 2'-8" o.c. for attachment of wall plates to 1.1.i. 25 psi!►asic arrow load plus drill loadingappendix Engp'nea 3. Chairs for reinforcing steel shall be adequate to securely support And hold concrete floor unless otherwise noted. chapter 16 of the UBC. I.I.2, 10 psf dead load top chord fr - reinforcing steel in place. For concrete slab on grade, reinforcing shall b^: 8 Drilled anchor bolts to be "Pa;abolt", "Kwikboh" or approved equal. 1.1.3. S par dead load bottcnn chord N C. SHDYDAA}Y11YGS ANDS iBMi'iTAI C supported u not less than 48" o.c. E.W. ,\9 PP 9. Do not oversize drilled or llunchext bola with burning torch. 1.1.4. Allowable increase in wood member stream due to duration of (V � I Submit shop drawings of portions of the work indicated in individual sections of loading(15%maximum) this specification Sumittals of items epi indicated may or may not be reviewed C. C. W>r[_.DINe; op at Engineer's option. Unless otherwise indicated, shop drawings shall be on the 1. All reinforcing to be A615 Grade 60, except ties, stirrups anti dowels to masonry I. Welds shall be made using E70XX electrodes and shall be 3/16" minimum unless 2 Manufacturer shall furnish all std and intermediate stiffener, Blocking, and/or shear Z following to be Grade 40. otherwise noted Welding shall by AWS certified welders. Pre-qualified welding panels, metal bridging assemblies, and hungers u required to provide a complete ---- I I Prefabricated structural members(e g uasses, G L. or laminated ;r•emnluers) 2. AU welded rei,:forcing steel, metol inserts and connections shall conform to procedures are to be used unless AWS uallifications Are submitted g Shot or roof structural system. � a 1 2 Reinforcing steel except for slabs on grade. q b eel to the 3. Shop drawings and calculations slap be submitted and stamped by an Engineer U.B C. standard 19-2. Architect prior to fabrication, registered in the State of_Olzt� C)W , 13 Structural steel and miscellaneous steel 3. Minimum reinforcing unless otherwise noted on pians. 2. Field Full-Penetration Welds: 2 Submit ,ne reproducible master copy of each sheet for review by Engineer 3.1. Provide(2)03 x opening dimensions plus 4'-0" at each side of all openings 2.1, Good welding practice must be followed, including all the Sheets smaller than I I' x 17" may be on white papa suitable for copying. and (2)0 4 x 4'-0" diagonal bus at each corns of all slab openings greater requirements C. LIGHT P ATP rONNFCTLD WOOD'TRljct� Master copy will be stamped and returned to General Contractor within two " 1. Roof trusses shall be designed to the following load r than 1 -6 in dimension. of A;✓S D 1.1-94, such u qualified welders (5.3), preheat (4 2). g g equire•rtnetts: weeks for copying and distribution 3.2. Provide 2' -0" x 2' -0" bus at comers and intersections fog walls and technique section 4, arts B C and D) ins ( 1.1 ch ptebasso snow load plus crow drill loading u specified in appendix Z 3 Submittals to be provided prior to beginrning fabrication. General Contractor to q ( P portion section 6 and and chapter lb of the UBC, Q foundations equal in size and number to horizontal reinforcing. section 8, part D')and the use of electrodes capable of depositing 1.2. 10 par dead load for joist top chord, review and approve submittals before tiansnuttin E neer for conformance 8 to ngi 3.3. Provide(2)M4 continuous but at top and bottom and at discontinuous notch-tough weld metal,such as found in AWS A5.1, 5.5,5.20 and J. �.. with the meanen s, methods, techniques, sequences, and operations of construction, ends of all walls. 5.29. l. tg psf dead load for joist bottom chord. and ufety precautions, all of which are the sole responsibility of the Contractor. 3.4. Plane 04 bent dowels 1'-0" x 2'-0" et 48" o.c. for exterior wall to slab 2.2. Use weld tabs at beam flange connections;after welding, remove the :.4 Wind uplift as specified in the UBC. © V Contractor shall place a review stamp, date and marks on muter copy, connection. 2. Limit total load deflection to 0240 and live load deflection to 0360. 0 Z 4 Erlgi^ear shA'1 assume that no shop drawing or related submittal comprises a weld tabs and flesh to a smooth comour per 3.12.3 of AWS DI.1-94, 3, Trusses slap comply with U.B.C. Becton 2343 and the recommendations of the Z P 3.5. sternwe IW bent dowels at 24" o.c. (minimum) from exterior footings to in addition, remove the backing bat atter welding, backgouge root tc Trusses Plat: Institute. variation uncle:&& Contractor advises Engineer otherwise via a written instrument stemwall, sound metal, weld back oat r Z �.. which is acknowledged b E g gees region and Apish welding using a 4. Truss rrtartutacturer shall Furnish complete engineering shop drawings with g y Engineer in writing. If the shop drawings differ lion 3.6 Provide dowels from footings to match vortical wall, pilaster and column soreiund metcing fillet weld, according to n and of AWS welding u4. tw Z 111 or add to the structural drawings, they shall beat the seal and signature of a rei*rcin . registered professional engineer's sail in the State of nteEG 0!4, Structural Engineer, registered in the State of aFP=- � c"� B 2.3. Filed full-penetration welds shall be ultrasonically tested u per UHL Shop drawings sh� inc.'-de--� 4. All wall reinforcing to be placed in center of wall unless shown otherwise on section 1703.1. de t� sue mon drawing indicating Iocston of w N drawings. Extend reinforcing to within I" of wall and dab edges. each differing size or style a truss, all stay bracing for truss compressive membersCO D. S. Slices in wall and footing reinforcing shall be I and required connections. indicate loads used in design, tVrrangemesnt of fuming Z 4 ' s I Special 'inspections and tests, u required by Engineer or local jurisdictions, are to 2P0" , whichever is ea er, Stagger splices at 1P�Its (30)diameters or D. SHOP FINISH and r esus and load transfer to supporting afro be performed by an independent testing gr . s$8 P east -0at alternate bus. 1. Shop prime all exposed surfaces(not be be embedded inconcrete with a oxide Pis PPS n8 cture. Show all bearing and 18 1 s 0 N g agency and paid for b the Owner ) gray anchorage details, all eonnectcre used, all bridging and bracing required including W J Z Y 6. Lap all ban a minimum of thirty(30)diameters or 2'-0", whichever is greater, and printf: Coniractor to verify requirements for these with the Engineer prior to beginning stagger splices at least 4'-0" from each other at alternate bars, 2. Do not paint metals within 1-inch of area to be welded. codons to tsussa or supporting structure, O Project and be responsible for contacts S. Trus manufacturer shall design and"th all wood D•aming connecticrs necessary M ng agency with adequate prior retia and to 7. Reinforcing steel &lentil to detailed, fabricated and placed in accordance with A.C.1. 3. Touch up paint in field at welds or location where paint pitta been removed or ,,, d. Allow full access to work The following special inspections are required as well 315 detail manual. to transmit design 1096 including reisn ic, and wind to the bearing and shear wall 0 as where noted in individual sections of spws fications, d��' supports. All connection plates ahWl develop the Hill stress in the member with a s 7.1. All ranforcing steel shall be accurately and securely placed. 4. Any steal insets protruding from concrete work to be i I Special inspection required during the taking of test specimens and ground flush, primed and minimum transfer at any member of 2000 pounds. placing of all reinforced concrete except slabs on grade. 7.2. Splay reinforcing steel around openings with 1'in 10" splay. unless noted painted. b. Connect all trusser to supporting members with 1 Otherwise. S. All steel permanettly v"wd to weather IW be hot-dipped galvanized u ( ) Simpson H2.5 connection and 1.2 Special inspection required of cep ca aUe Ireinforcernetnt prior to 7.3. Knimum cover ftom concrete surtitces to reir1brcing steel shall be: ASTM A385-80 and AS'T'M AT 3342. Repair damaged hot-dip galvanized (3) 10d toe-nails unless otherwise shown. concrete Plwoment, except slab on grade reinforcement. 7.3.1. 3" +/- 1/2' to bottom of footing7. Truss munulkwrer shali subrink ow0cates ftom an incl 1 3 Special inspection required of all structure) welding unless weldingsea (r g tttear �welded cornnectiorta)with zirutrrich palms in dw all delivered to' e testing� y 7.3.2. 2 +/- 1/4 to earth face of wall soconlow.;e with ASTM A7W80. ,lobdt conform to spproved shop drawings Costs of done in an approved fabricators shop. Special inspection of welding may 7,3.3. 1 1/2" +/_ 1/4"to inside face of wall all telt certificates shall he borne by the truss nnusufacturer. be per•forn.esd on a periodic basis per U.B.C. Section 1701.5. 5.1, 5.1, 5.3 8. Ranil'breement ban shall not be tack welded, welded, heated or cut, unless 1.4 Special inspection required of all drilled, expoxy anchors in concrete or indicatedD. 2 Prthe contract documents or approved by the Structural Engineer. A. 9. Sleeves, openings, conduit and other embedded items not shown on the structural A. . Ali plywood sheathing shall be CD grade, exposure 1,unless otherwise noted, ovide Engineer with copy of all inspection reports. drawings shall be approved by the Structural Engineer before i Lumber species and grades to be u follows unless otherwise shown on plans with exterior glue manufactured in accordance with U.S. product standard conduit 3 Testing performed at Contractors' option to be paid for by Contractor Paring. Electrical A"be priced nes center of slab (WCLD or WWP Rule 16). 23PS 1-83/ANSI A 199.1, UBC standard 23-2, And bear the A.P.A. I.I.TIMPORA Joists, A stringerstrademark of the American Plywood Association, 10 All welded wire fabric shall conform to ASTM Specification A-185-91 and shall Douglas fir#2 unless otherwise noted E• be supplied and laid in flat sheets, Chair to proper 1.2. 6" nom. and greater beams A I Contractor shall be solely responsible for the structural stabilityduring " P Per Position in slab. Lap one(l) stringers you 1.1 Roof sheaths e tlsll mesh plus 1 on sides and ends. Douglas fir �� n8 S/8" index 40/20 construction 1.3. Bucks, blocking, bridging R 1.2. Floor sheathing " �tllrB�T1�MIX AND ATLr. IAI c � B 3/4 Endesa 48/24 The structure shown on the drawings has been designed for stability I D. Minimum Mix Requsremeta: misc. Douglas or Hem tic M3 or better 1.3 Wall sheathing i/2" Index 32/16 under the Anal configuration only MINTMUM 1.4, Stripping Douglas fir k? or better 2. Install roof and floor sheathing with long dimension perpendicular to supports 2 Contractor shall consider construction loadp whenever such loads are in excess of MINIMUM 1.S. 2 x 4 Studs D.F "studs" or "standard" or better and stagger end joints(unless noted otherwise in drawings). La oat COMPRESSIVE SLUMP CEMENT 1.6. 2 x 6 Studs Layout plywood normal design loads Particular attention should be given to corirentnted loads on �� gTBENt3TH F'C� Douglas fir k2 to eliminate any width less than 1"-0". Use spacer to provide 1/8" end and roof and floor from such stems as workman, wheel loads, storage of materitil etc (M W COON -NT 1.7. Sills, lesdg.srs, plats&, etc. Pressure-treated Douglas fir#2 or better edge joints, including tongue and groove joints. Footings 3000 psi 0.5" S sacks NONE I.B. Post and sawn columns Douglas fir M 1 3. Shtearwall sheathing must be blocked with 2 x 4 fist blocking at all edges. ( Contractor shall be solely responsible for all shoring, bracing, end cribbing Slabs on grade required to support such construction loads 2.nterior) 3500 psi 2-4" i I/1 sacks WRA , C.C. Glulam beams Fb - 2400 psi per RITC 117 specitfiication. Block roof or floor sheathing, where noted on drawings, i 2.1. Simple Spans Combination 24F-V3 SIaM on grade 2.2. Cantil ver Spans Combination 24F-V8 � (exterior) 3000 psi 24" S sacks WRA, Al✓ Walls And columns p 1.3. Columns Combination 10, industrial appearance £ 3000 psi 2-4" 5 sacks WRA/PT20 z Provide standard 1600 foot radius camber for all glulam beams unless otherwise I Msrcellaneous 3000 psi 0.50 5 sacks WRA noted, 4. Sheuw*ll SHEET NO. 1,1 Slum exceeding s gypsum board and sheathing shag be applied directly to arced studs " D g Pecitied limits shall not be incorporated in the Project except by written appro from engineer. with staggered creel onto and nailed u per sheenwall schedule. (Coriformarnx with ASTM C-36-75 TM C79-73 is required) 1.2 AE - i water mini reducing agate S. Sheathing on s shall not be interrupted by any wall butting into the shloarw1.3. AE �car errtrarrtment all. 1.4. CC -up to I lf'%calcium chlor de Allowed during cold weather. 6. 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LOWER NUMBER I / I INDICATES HOLD-DOWNS AT BASEMENT FLOOR LINE M STf.O I O i SYMBOL FOR HOLD- DOWNS AT FIRST FLOOR I 0 LINE SIMPSON NOS, USED I i SEE SHEAR WALL SCHEDULE SHEET 0 S- 8 � I 4 S SHEET / I I I DBM_SP1 / 9575 SW Locust St. 1 SIT1999-00049 ( OF 21 of 26 LEGIBILITY STRIP O 2 3 4 5 6 7 8 9 10 I 1 12 13 14 6 17 Ile 19 20 21 22 23 24 25 26 27 2e 29 30 , a k $I 1 1 O1 1s Zf Z 1 I�I�I 1 rF .1.J�J1�.J.0 lLlhl�ll�h111 z .. wu,rwven+rnr pMWirN�.rm.r-w..,•w+T..uwrxw!w,rr,n r,MF*+«w...-w..e...,...,TeNMYM1�R! .`MMkh141W - -r.HdMaewwwne• e*.r a +r . ,.... _ ,.,. +r+l�.'h�.'1.,e- ..wMV,4M_n'y.er. � •,vq r ..,., w .... . ., . ..:.•.e. a.v.e . ..... .. ...,r.. . 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(250 PLF AT LINE 4) IIIIIOOF p T 1U66ES (4) ltd NAILS GG- -/^,- -�I�iS� �/4C-YF. t . rat,` SH G 2x6 AT 24• OC. =`� ��• II 9p \\/mp 32�Iry I N ,101 W/ (3) 12d EA, ENDIIvtaNILI W /- FASTEN TLSSOR CLIPSUSS OATALL 46' /��( (G � �/ \�'�1 �' -'-J� so 1� UJ 2x4 AT •18" OG. f'LAT� i v1.■� •• �G��I'I�� W 3 NAILED TO BOTTOM OF IN �/� '. m � g,.•, N a TRu&SE6 W/ fat lid EA. TRIJ6G _-- --- � g v ' 1 � GlrwPsoN•nrC• 1' •• AT EACH 2x4 •/ _n�I�E DRA�.E (STAGGER --- CONTINUOUS 2x4 ,- r rte/ v .• 61DE6 OF WALL) W/ 12d AT 16' OC. Sli�f 5oN Z.S NON-BEARIIV'i ` PARTY WALL �OX��1 IC - 1 �C (p \\/I PARTITION WALL NON - 5RG. WALLS 2 SHEAR-TRUSS j' ' l ��I rJsw\v x-IID 5 END W�L L TRUSS � scAl�: 1••I'-a� 3/4" • I'-O' © - rte"8 HOLDOWN DETAIL - -E3I •:)8 WALE: 3/4'.1-Or Irl" PL YWD. 6/8" GYP. DD. � h 3/16 I I TUBE STEEL COL.- I I 0 4 6/8"DIAxI? AD0 ;�t� 5�-/•I�(7 ?xb P.T. W/ GILL SEALER FILL W/ NON- 3/I6 V I I BASE IE 5/8 x 10" ba. 111/ 4" CONC. 6L AD 6HRINK GROUT I DFS L18"78 t'1 E1'A EAO BOLTS W/ Irl• PLY D. 6NTwb ((c•5 EDGE NAIL - P61) 3 1R" DEEP x 12" BLOCK-OUT }"1 fJ (BLOCK-OUT 16 OPTIONAL) a1.Pa 4" GONG. SLAB I ? x 4 STUDS AT Ib" OG. 5HEARWALL aG�.{EDULE ALL PANEL EDGES r• MUST BE BLOCKED N A \� 1 I � • 6/8'• x10` Aft OR 6. I b/1•• X 8 1/10 EXP.DOLTS M4 K WALL COVER FA.e,TENERb • PANEL INTERM. SOI-E BLOCKING/ �y•� x ID" �•� GRADE I i • • • ` o v (6` MK EMBEDMiT) EDGE6 GTU06 PLATE RIM J016T A BOLTS R� O t _ i I I-111=111 I I 1 1 I A _ - z " '4 5/S" Gu1D bd COOLER �. OG �� OG. Ibd• b"oc Ibd TOENAILS 1?. O.C. (► Y n)04 CONT. Iw SEE FTG. - f ILJI 11=11 4 GONC. GLAD a x P.T.PLATE NAIL 01;AT S" OL. Q I I-111-111-1 I •Ifs 24" NOOKS AT CORNERS SCHEDULE 1 _ • _ • • F-''--� D/8" GlUD. bd COOLER „ 16d TOENAILS I {' OG. 4 OG. Ibd• 6 oC 12" (2.0 - 8' TFK CGNC WALL W/ ( . NAIL AT 6. O.C. � T -_ _- �_ -s O • • I � X _ __ -• 24 GOVT. W/ •4'0 DOWIELE AT OK DI AJ Irl" GYPSUM OrC. 1 OG. 16d TOENAILS WALLBRD NAIL OF Ed) • • I � _ � 5/8' G.11'$. I bol COOLER • -�J 21" wOQIGb AT GOINERS (ALTERNATE FIOOK DIRECTION) _ , • I I •! Ibd• b"oc 16" OC. SIZE I"1/1Y 6UBSTITUTQ �_ 614EAT14ING 5d COOLER 1" OG. 1. OG. AT 6" OG. (.� FOR COOLER NAILS 516• G.W.D. 4 bd COOLER 4. OG. 4" OC. O I V2" GYPSUM Ibd• 4»� 16d TOENAILS 40. OG, D WIDTH ' (r)04 CONT. SHEATWING 5d COOLER 4 OL. 4 O.C. AT 8 O.C. J._ a _ ' lu 1/2" A.P.A.- D•148•• x 2t,4' Ibd TOENAILS �- RATED 6 4T'G LL ROUND b" O,C. 13. O G. Ibd• b"oc v AD P-NAI AT 8" O.G. If�l' Ig I( F Irl" 4P.4- 0.148`• x 21,6 - • RATED 6NT'G AD�4 4" 0.6. la' OG Ibd• �•oa •A39"• 32• oc 32" OG. O� r 1/2" A.P.A.- DJ46`� x 21ti . 1600 3•oc TRIPLE HOLDOWN GTUDOAD P-NAIL l -� RATED 6HTY• L ROUND g 8 OC. I eT�� • „A35"• Ib• oc ?0. OG. AT EACH END OF LL6gLL Q r Z s iDN./FTG. DETAIL �f"YPr7uu (III II _ S I I,?` • I'-O' F1 �,`,-jw ��-% . LINA X. CORRIDOR Vi�E�RWJ� . " RATED aMT'd 0.148"•Ra 4" OG. „ Ibd• 2"x » TRIPLE NOL LLZ a�1 FTG AT T.S. 6TAGRD. b OL. 6TAGRD. "A35•• � oG Ib" O.C. DOWN 6TUD0 (/� 034 I .S• COLUMN S /j 1 1/2" • I'-O• EACH SIDE AD P-NAI _ AT EACH END OF WALL Z W , " G'02 J 1/?" APA.- OJ4S"• x 2�i" •A36F" •A35F" P.T. 4xb MUDSILL PLATE �- �� I IR' 1'-0" I I S-� RATED 6HT'G LL ROUND ' OGIr 01 EACH SIDE AD P-NAI 6T•�+�, i` OG. EA. 610E EA. SIDE IO" Oc. 6X6 EA. END OF WALL X • I2" O,C. • 12' O.C. 3x6 6TUDS • EDGE6 IN HOLDOUJN 5CHEDULE NOTES Z CA 128 "•" - DEGIGNATES 61MP604 F'ROpUG"T - Q � � N MARK MOLDOWN F•46TENERA L "P-NAIL" - DE81GNATE6 A PN!:'U'1ATIC-DRIVEN NAIL. (100 C0MMION U.1 _jZ 1 I/t• ^" 12 80 NAIL MAY SUBSTITUTE FOR 'P-NAILS" O W Q �'' HOLDo11N J. SHEATHING ON 6HEARWALL6 MOOT EMEND DOWN TO SOLE 4 MUD6ILL I" .s M STL. COL. W/ -� I I MAGIU1!lEpl PLATES AND 664AL.L NOT BE INTEOMPTED BY ANY WALL BUTTING MTO � � -_ IL Q THE eHEARWALL. Irt• PLYLLp. -- &/8' CYT. BD, 3/4" TNK DARE 1d`iT 'y7 1,221 1(od PLATE 4 (2) . '¢�• (�) 3. WALL SHEATHING MAJST DE EDGED NAILED TO ALL - &/8•DlAxta ARM 78' A. DOLTS I I • ', I HOLDOUN"1e 115Ef b AND TO THE FOUNDA?ION MUD-BILL PLATE. El Ilk ^ 116) I26 104CER i 4. "61MPSON• PRODUCTS SMALL DE INSTALLED IN STRICT ACCORDANCE I/�' ORNIPSON • 'T16T48" NAILS AT EwrH END WITH MANIPACTURER'S SPRCIFICAVONO. 0 P.T. WV GILL SEALER POET •A!40 EA. SIDE • Nor_ 6TA(.s.RD• 5. HOLDOUNS OCCUR AT EACH END OF EACH SHEAR W 11 - 4• CONS, GLAD- �.� V ^ ALL AND 6 ALL I OR •CEJE" BASE (23) 12d 61NCER FASTEN TO A MINIMUM OF (2) STUDS (MIN.) LAMINATED TOGETHER WITH EDGE NAIL STUD WALLD "MST60" NAILS AT EACA4 ENA I2d AT 6. OZ, UNLESS NOTED OTHERWISE. CRITICALLY IMPORTANT TO 6EE AIIIC14L 1 6C)11,6 REPORT tiLL-ov. zoq. 6o, - PER I0LA146 "MST 72» 2g • o!o STAGRD. FASTEN ALL 6"PSON "HD14A' AND "HD15" MOLDOWN6 TO 6x6 PO6T6. ) I 6 .9A.t►+v, b FASTEN ALL BLOCKING31MM JOISTS TO WALL FSELOW WITH AT LEAST Ibd 0 0 TOENAILS • 8" O.G. SEE ABOVE FOR ADDITIONAL FASTENER RE61T9TS. DACI�ILL AND GRAMAGE - REG7.ITG. AT EXTERIOR WALLS. ( IA - 1. ALL STUD WALLS MUST HAVE DOUBLE TOP PLATES OF THE SAME _ � 4" CONC. GLAD GEE •• • _ 1 GRADE FOUNDATION PLAN PTq.1" lb) lr"F AlOI DOLT DIMENSION AS THE STUD. PLATES SHALL LAP A MINIMUM OF 4'-0" 1 _ • _ I I ',5 BETWEEN 6PLICE6 WITH AT LEAST EIGHT Ibd NAILS THROUGH BOTH �r�sADE I l �-III=111=III=1 I � •• • A I ILL I 1=1 I I I-I i I�I ! I=! I "HPAHD2a" (2L) I2d 8. USE 1b11` .0p�" INSTTEADtOFJ'MPAH022" WITH J0467 FLOOR 6YSTEM / 11=1 I I=1 I I-1 I . I r • f �bj'� 6wxR NAILS -I I-I I-III F"T , ` 1 12"xIV CONIC. PIER W/ S. SWEARWALLS WITH OVERDRIVEN NAILS PENETRATING SURFACE BY MORE vj III-1I I-_III-1 I • " IN AAI�G N r?" +1 Ci�(io • (4) 04 DOWELS AND 03 s A (32) Ilid 61NKERS THAN 1/8• WILL BE RECIURED TO BE RENAILED. USE A RUBBER _� I ( TIES AT 2 1/2" T 4 D ° �� to b, "HTT22" 4 SIMP''60N •66TB20" GROMMIT IN HEAD OF NAIL-GUN AND ADJUST AIR-PRESSURE SO NAIL AND 8" OC. REM. c p o . OR "1 x so J-95OL HEADS ARE PLUSH WITH OR SLIGHTLY RECESSED INTO SHEATHING. �- (a) GOVT WGOPINEpa • • (3) 'try A301 NOWT IID. WALLS WITH PLYWOOD ON EACH SIDE SMALL OWSET PLYWOOD EDGE 11• AT II 9PSCON 466TI528• (�\ 1 I I v a v o m �y HD8A` 1 S JOINT6 ON ONE SIDE OF THE 6HEARWALL FROM THOSE ON THE OTHER \� �/ _ OR �`• x IS• J-BOLI It ALL ANC.4OR BOLT6 MUST HAVE 2Iy'k2'1*x14" E WASHERS AND SMALL BE �-- • ' I • I I "NOto/�" l4) •A3D1 BOLTS LOCATED WITHIN I1", BUT NOT L966 THAN %" tR01.1 FENDS OF TILL PLATES. �l SEE FON. PLAN 4 Vx 24" J-BOLT 12. PROVIDE 04 DOWELS AT 24. OC.FROM FOOTING INTO 8" CC JCRETE FDN O • • FOR FTG. SIZE • WALL ALONG W/ (2)04 CONT. BARS AT TOP OF FDN WALL 4 FOOTING. t •'^" (S)1.0 A301 BOLTS L_NEWS _ _ M SHAVED AREAS. BLOCK PLYWOOD FLOOR SHEATHING WITH 10, 4 1400 x 24" J-BOLT i �� • \U�LV 3" 2 x 4 PLAT BLOCKING. NAIL 10d COMMON NAILS • 24y" O.G. AT ` I r r-- 6T6236 IW (2) MOUBDARIEO OF SHADED AREAE, 4. O.G. EDGE&. IO' O.G. IN FIELD I P)I I CLP I ROWS OF I2d EWER NAILS • WIDTH b• 0 144' OC. PfWY1DE 2 X 4 PLAT 11 BrLK0L BETWEEN 6TUD&/JOISTG M CROSS-HATCHED AREAS,FASTEN CEILMG WITH Sd WALLBOARD E� SDN• p�N FOR STRAP NAILING. (TYPICAL AT 4" O.C. EACH J0I6T, BLKG. AND PERIMETER 2 X b BLOCKINGS /� UNLESS NOTED nTHERWI6E) INSTALLED FLAT OVER TOE' WALL PLATE AND NAILED WITH FNDN.=TG. DETAIL FOOT I N •E DETAIL • DEOW4ATEG HOLDOM LOCATION 16d AT b• Ori. BLOCK EDGE& OF CEILING WITH 2 X 4 PLATS. SHEET NO. �.w ,o FOOTING DETo4IL. \,- Pg5,- lo, ,�.� �,.•� �71 1 'a• . r-o• A-(' {�--�1Ef 1T- L-,�V�..L_ x-o+,4 Ste-, I Irl" . r-o" J o _ ���L G LrL) M 1-4 6-05J •J I V1 • I'-o' ' PND x V 6-OS P S�t;r•-A Aaj Pew A`1 N .M. tr-ItlaO. 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