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Plans (4) BUP2013 00163 i. New Commercial unildings For : D A. BI5SECC s O)ONJI N ? a ' OF RE CEI F P, E JUN 2U6 2013 CITY OF WAHL)BU c~ C"I DIVISION r.0 _= 1— T V � Q Q T C" M, T o W _ `~ t%^/f qqr aA ■ DEFERRED m •c Aw"W* V lrulectu�w 06VAO M O Plumbing ,,,,.�., �'," M & Q � ltum FartBhttt . .. 0 #- c EC� MATERIALS PROJECT TEAM VICINITY MAP INDEX OT SHEETS = EARTH __._.. -- uaooFRAM DAVID BfSSETT ARCHITECT, Pc ( rte : . #— a v z axe ' CS COVER SWEET MSR ) 10940 SW BARNES RD., #101 KK A1.1 SITE PLAN SAND !MORTAR UJOOD BLOCKINe PORTLAND, OR 91225 .���� z A23 5UILDINGx *3 PLANS ,. PLASTER ( INTERMPTED ) i b d r R 503.341.4445 day d baa ch.com A33 BUILDINCx '"3 ELEVATIONS OWNER/DEVELOPER: �y A4.1 BUILDINCz SECTIONS t DETAILS 4 CONCRETE PLYtiIOOD 4 �� tV 4 STR!}CTUFAL: S(PECTRVW - � A5.1 SCl-IEDUALS t DETAILS T �: . so STRUCTURAL NOTES !► 61 rEE/�//Ez/M �4ORN CON6UL.T INCA0EVr-04WEJ'VT $23 BUILDINCK *3 SWELL PLANS -- —1 BRICK!VENEER CM1L / / / 1 // ACOl18tiC TILE J BOARD \T �- ? 53.1 STRUCTURAL DETAILS .�..f. ENG INFERS 41 STRUCTURAL DETAILS COI RETE MAsoNRY GYPSI.IM BOARD (P.O. Bo 1689. U x, . ... . . . . :: .. UNIT : .:...:. .:..: 1302 Sl1) 5ERTHA . 3L VD PORTLAND, OR 81218 Lake Oswego, O 97035 L1s?� LANDSCAPE PLAN lU t METAL BATT INgLLATION 2.21 LANDSCAPE O 4 DETIALS PHONE: (r✓-03) SB2-5"182 L L PEN 5 . En z (503) 570-5474 to -MAIL: DAVEOHORNCE.GOMg�,= z. r2 _ FINISH LION #• WOOD ROD iI�s" C� . 186849 � � .. .f COF ITY � , a, MITA ..... Approved..A...». CONTACTOR: �: \�� r, `, y pp ..... ... cv � - Conditional) Approved ed.............. CIVIL ENGINEER: �\ See Letter to:Follow.................. [ k Y M B L F. Att »J,ed. S O S WE5TLA<E f * ' INCPermit Number: CONSULTANTS, NAddress: .- DETAIL P. �13oa�1689 � By: Date: 15115 SW SWQUTA PKWY, SUITE 15i�1 1 � � f— �ET�Jl•I:RE DETAIL Is DRAtIJI`I TIG�ARD, OR B'1224 Lake Oswego, O 97035 City of Tigard Erosion Control L / / T PHONE: (503) b84-0652 Of: (.503) 344-, 690 � To schedule Inspections: FAX: (sfd3) 624-rD15-i C��#; 186849 SITE LOCATION �(� Call (503)639-4175 4— I..r+ T,1-�t(� DOOR ( Pftr to foo"wapeow initial inspection: Final�. SECTION NSR � �m�buillft� CODE RELATED INFORMATION Final inspection approval is I required prior to occupancy. !a (A)�--- Ll;rtER FOR,i�l�aOw SHEET 19HERE SECTION IS DR�41IN Oregon Structural Specialty Code,2010 Edition Construction Type: V-B Address Shall be posted Rav181one and visible from street. CITY COMMENTS SECTION JUIN O Address: 7110 SW BEVELAND STREE Occupancy: B - TIGARD,OREGON 97223 n 2 ��pprc�led pi .n,�� R.ow DEDICATIG�i Building Area shall be on job site. DE IS-1 REVISIONS A4 — A� 1 NISIBER ' B Zone: MUE(MULTI-USE EMPLOYMENT) Building#1 2520 sf. 3 DESIGN REVISIONS ~ —Si 1 wFIERE DETAIL Building#2 2520 sf. OFFICE COPY" � ( Tax Lot: 2S101AB 02500 Building#3 2520 sf 16 DRAIIIN Total 7560 sf Max.Bldg. Ht.: 45 ft. Number of Stories: 1 --� AREA TO BE DETAILED Setbacks OR ENAIMM Front: 30 ft. from centerling of Beveland St. Fire Sprinklers: Not required )ETAIL _ ENLAR3ED PLAN REVISION Side: 0 ft. (@ Flag Lot Min. 10 ft. Side Yard) GENERAL NOTES Rear: Oft. ELEVATION LETTER ELEVATION NiJMBER Required Provided Max. Site Coverage: 85% 81% 1. DEFERRED SUBMITTALS SHALL 5E SUIBMITTED TO THE ARCHITECT FOR REVIEW PER O56C Min. Landscape: 15% 19% Drawn By Checked ay Il�IOR ELEVATION KEY SHEET M4ERE ELEVATION 18 p 10 '•3.4.2- M�41a D� DRA11N Access Project Number SHEEP W6IERE ELEVATION IS DRAM Min.Access Width: 30 ft. 30 ft. DEFERRED SU5MITTALS (151DDER DESIGN 12-S82 INTERIOR ELEVATION ELEVATION TACE Min. Pavement Width: 24 ft. 24 ft. ELECTRICAL Min. Sidewalk Width: 6 ft. 6 ft. ELECTRICAL - FIRE DETECTION 4 ALARM Issue Date MECHANICAL 02-21-13 PLUMBING Drawing ale Name Min. Parking 12982beV�landx Ian ROOM NUM5ER WA�,,,,1,,,, TYPE Building#1 7 spaces 10 spaces p Building#2 7 spaces 9 spaces Sheet Number LOCATION OF DETAIL ON Building#3 7 spaces 10 spaces rr 1s DRAIiJN� c D RAW I N G NAME Total z 1 zg A4 o r r s IV DRAWING TITLE PERMIT SET SITE DATA W BEVELAND R0AD O st<, vd stelri by cock,2010 Edition � 2S. 3 Aldd>t : 7110 SW BEVELAND EGON RECEIVED sTF a n TrOARD, Dile 57223 T OF 301 -011 3O 1 -011 CONC. SLAB � .1 e_ - OCT 252013 Zone: MM(MUL1T USE j / * ,1 _ ' CITY OF TIGARD EMPLOYMENT) 30 _� tti 6" G'MLt t3LOCK WALL W/ � � lit STANDARD BRICK VENEER * �' . � � � ' r Tex Ltd BUILDING DIVISION 2s101AB OZ500 _ ALL EXTERIOR SURFACES, ' 5RIGK TO MATCH 5UILDING ': E3RICK. V r, FLAN AN Mme.Bim. .. e ° > > > GATE (SEE ELEVATION FOR 30.311 V y 8 9 0 5 O O E 160 " , MATERIALS AND NOTES) setbacks cc _a <� A, T Fm®t 30 ft.filom ca�odioe of W .tom 89°05' 0' E 160%41 . 0 �;� • � - <° t-5/8" DIAMETER H D. QALY. Bevvelmd St.SWING ft. Min. 10 t$. ' _ g1' _ 3 s . . . .. _-_. ...__..._ _ . ._ ATE FRAME WITH 1 5/ O ( Flog Lot 80. 02 _ I. __i 8 0. 0 3' DIAGONAL DIAMETESRACES, ALL A1,1 side Yatt+d) l.l.t I Rees: 0$. .... l .� WELDED CONNECTIONS. M a PARCEL 3 1 ; _ 0% I - HEAVY DUTY 6 GAUGE. SLACK 0 4 VIDI \__ 1 10 ' PARCEL 1 VINY WERE FASRG MESH IWE NRaquired Q AR A= 7 588 SQ. FT. - -1 - - ' -' SLAGK VINYL STRIP-TYNE ' I 11 I El'�TT Y [ AREA= 7592, S Q. F T VISUAL SCREEN INSERTS IN Mao. site covmw. 85% 91% � ' i V ENTIRE GATE AREA. LLJQ ( I IAnd�a 15% 19% _ iG > M 3 tn" H.D. GALV. FENCE POST, i - I }— Ij o I— , PAINTED SLACK. p w w Access — M , '; 1 �- 0 (I) V=Access Widdll: 30 ft. 30 It Q e+n Tom','', - �- Min. Wift 241 241 o ��. �tAT ION .. , I ` �� - STANDARD sIZE BRICK, . (O O /- COLOR, TEXTURE AND Min. s�Wim' 6 ft. 6 it 0 1•A f- a O COURSING TO MATCH 5UILDIWs { ADDRESS 7110 e = = ADDRESS: 7086 Min.Paldotng nw 8 ' I r` I BUILDING 1 InBWMh #1 7 spaces 10 BUILDING 3 _ 7 ., . co Z spaces 36 'X70' �' I I �' - - 36 'X70' 1— 7spaces 9 -- --� 2520 SF - . ( ( `TT ', - 2520 SF ?� 10 v ,r ,r ,,, 2 Q w - I w I ': - ,{ r . � ` Q w 00 Tout 21 29 A11.1 _ L Q 6CORED CONC. _ I I w ll CACCESSA ... �. - 0 I I - <t �ATH�Tf - }-- J , LEGEND t1� a i - D ^ TOAIi BRICK _. — !itV D 5 I 2 , { 00 .t ExISTING LOTLINE _ ,� � S O ._ '. -. 'S O KSTU JSINT — CENTER RIGHT-OF-WAY _ I In i i i I � ( -- � � "`� �4 TOP 4 WT 4. . _. 4 4 r- �7 ; Z c� _ y YP. I I ' - � 0 NEW G' CMU 5M5 WI O _ o --_ A --- , _ �� , _ I , I In 2 @ (/�j (�//" -" #5 HORIZ 48 p 3 t_ ^ 3 t 2 , 1 0 - co In Ile' 1 2 % 125 00' P I VATE I g it d- 0 _ - Z _ - r S -(Oil .— O 4' CONC. BLAB W/TURN DOWN EIDGE ° Al. cn - ACCESS ASEM EN T - I� a R A C C s rt TY�. o `--` `= " KEYNOTES r Z 0 I n T _ ( I - t-- ASN , s STANDARD BRICK VENEM �- 0 + ` 0 - 79 . 94' 8 0. 01 1 ELECTRICAL CABINETS. .. T �. . N 8 9 °0 5' 18"E 15 9. 9 5' _ }� 49 T oww°i"D�'D' 2 WATER GAS METERS UNDER WINDOWS. 3 - Z - T cA cA TOTAL PARCEL AREAS = 26 , 374 SF _ PROVIDE 4 MIN. HIGH WHEEL STOPS I - �ACG �C""�CS"A �' L.E �4 X L�4a�'O.C. 3 r b TT o TOTAL LOT COVERAGE 81 % , z � � �ATH� TYPICAL ALL PARKING SPACES. 9 0 � ' ( MAX. L 0 T C 0 VE R A G E 8 5 ) Q 9' 6, CANOPY ABOVE W/ SINGLE SUFACE O C TOTAL L 0 T LANDSCAPE AREA 19 - -_- - _ � 2,�,, MOUNTED CAN LIGHT HT FIXTURE CENTERED ENTRY i- ON ENTRY DOOR. ( MIN . LOT LANDSCAPE AREA 15� O 8 6 ALL BIKE STORAGE OR RACKS TO BE IN O L - _ry 1 . . ._._ _.�._.. - r -T �- -t�- BUILDINGS. o = PARCEL 2 � _ _ R „3 AREA- 11194 SQ. FT. IS _I A .1 l -l'_�# , CITY 3-1.3 7 _ � RAW. DED ON 1 DESIGN REVISIONS -0 - ���-ro"= �_- - , �� DESfGN REVISIONS L#4 416 1_611 �' „ S,_�" g'_�,� �i_ ,,I ,_��, ADDRESS. 7090 -� FIXTURE LEGEND 81 COVERAGE > _ . BUILDING 2 , SITE COVERAGE — — 1 36 'X70' ® SUFACE MOUNTED CAN LIGHT. F --1 ,. T, 2520 SF f , r R ,f -' I SUFACE MOUNTED WALL LIGHT • ATE QUALITY FIXTURES 5 - 4 3 2 REATMENT AREI `� ' ` k E ' �"� :" �' � } � /d\ PARKING LOT POLE LIGHT W/ X30 L , 1 WINDOW AREA LIMITED TO 15 LIGHT" FIXTURES / SEE CIVIL DWG o o fF{!r i ___ NOTE Drawn By Checked 8y I __-_ _ -- - .. __ _ _-_... ._15' ___ _-SF--_ __ _ . _ _ . T ALL PARKING LOT LIGHTING TO BE MAS }B o (..0 - DIRECTED AWAY FROM ANY ADJACENT Project Number DISTRICT- [S89005'00 160' (1 ) _ RESIDENTIAL DISTRICT_ 12-982 -- _ S89005'1 8"W 159 . 88, Issue Dote )V GENERAL NOTES Drawing File Nome -- 109 . 99 ' N -- 4 9 . 8 9 - 12982beYelandxplan 1 SITE PLAN [ 110' (3 Sheet Number 1. SEE LANDSCAPE PLAN FOR PLANT TYPES , AND LOCATIONS. _ 10 2. GENERAL REFERENCE SITE PLAN, SEE CIVIL FOR SITE DETAILS. o PERMIT STT KEYNOTES 4v9,C - GPO681BLE wAC WIT LOCATION. e ♦ �(T)WALL MOMTED BE TRAC PARKING \J 6T9TEM VETT ICIW-1039 BIKE RACK9 BT QNKdILAND PRODUCTS GRp1P'LLC OR O EOJAL.TO BE MOUNTED PER or X' MANUFACTURES SPECFICdTIONB.SEE -- r.a - -- DETAIL 8/A4.1. O O A O O o e•w"t GL SE W V F— N (9) A� k O Q > v _ m v R----rl Q i ly BUFFER I 4 SKYLRWT6 ._.�..�.r_ W W Q V De LEASE SPACEO OZ ------ L_-j WALL TYP{i C UL DESIGN As . 4 I NTS m0 I - GENERAL NOTES z 1-w4 v C ; �• ; AO / 1 rte.ti....�.at,ti el.,nt.:��. � T-Q I I �� D� o� meu rat uneeae 1 aLLLn-H L.Y!Ma��n•.m.rNleu eueu e. �u � � I I� pAUIVnYliB1Wlfl.b.B01ie d�iS w a¢erRcnwx n�e.ae Icurlw e+TRr I - © ® — WALL TYPES RENa�AyE OT, oorterm ro •msa-o Ye M•.�at aLT=.D Na! EE A. DS � BIlPet oai r+�M wT��s1An.n L-� - I ,� ' ns elwCewLL)w as i�4.nrw tai 11LL O O �]:J7 O O I wuE�ia�wsorir�er+rm�i�=a.w A a• I O n�srlp.ro w»o'i'n®.eoru ,�r - - _ - _ _ - = emEe ro r.`•.te=e o[rsR Wmi rol[ FIY � ti 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 , �• _ -- �� T7� TTT �r7� 7�iT T1�P �P7� T•T �P7 I I I I I I I I C v.l.R t�r�.!CONKIm M�M '�i- '1�' T•i" �� �» YlM�o.B Mc�a1YVlT•� �•• yr Rr.eCO ewrwe �0T-T`-') � e:. iss awc'rwl.)w as sna..-x ira..r.oR •— � aR.u.n.l�m=.ea oer.c vAau QQ BUILDING +3 FLOOR PLAN , Z BUILDING -3 ROOF PLAN KEYNOTES D A. SISSM O POSSIBLE HVAC UNIT LOCATION. 2 3 g'-5tt 4'-1J. tt O O T 4 { F. O. S. i ink { obi 15 10 3 ,n SUPPER • V IA 0i �CJ ® Ij �w CVS 1 44 ® Mac a n06 ILII : ►! m .�- , m • n ® II -- ;, A4.1 A4.1 , A4.1 — A4.1 I v----- � 0 i tl t I1 ii if t, of {t _ f t €i ��J TYP. I / \ I 0 OL SUPPE is --� A DS DS I I 4 4 SK'r'L ICxNTB I .....I LEASE SPACE I _ 300 A / -lop, m C� SLOPE 1/2" PER FOOTYL 'I ....._............ _._.._.. 1 I 7A 10 —— --- � / \ I GENERAL NOTES -- - 1U )m , J I. THESE PLANS ARE FOR THE BUILDING SWELL ONLY. ca E 1-211 t_btt Is'-oil 2. NO PARTS OF THE STRUCTURAL FRAME, FLOORS, OR ENTRY ! SLOPE 1/S CEILINGS ARE REQUIRED TO BE FIRE RESISTIVE EXIT , CONSTRUCTION. -PER FOOT.-- R®vIe i one 3. THERE SHALL BE NO INTERIOR FINISH FOR EXTERIOR CITY COMMENTS 040313 WALLS IN OPEN LEASE SPACE: GYP OP. FINISH SHALL 5E - - B I �' ------- DONE DURING FUTURE TENANT IMPROVEMENTS. 2 ROd11. DEDICATION ABOVE -15-13 _. _.____.__....__._.._._..__r...- 3 DESIGN REVISIONS n► _ 13 4. SEE STRUCTURAL PLANE FOR LOCATION AND _ DESIGNATION OF SHEAR WALLS. SHEAR WALL SHEATHING DESIGN REVISIONS SHALL FSE PLACED BEHIND GYPSUM BOARD FINISH. S SITE COVERAGE _.___ __ 2 i I b SITE COVERAGE M Q-- DS WALL. TYPES I LAS A ® , SYMBOL I TYPICAL EXTERIOR WALL (NON-RATEDh 31/2" w O BRICK VENEER (VENEER TO BE CONNECTED TO ._..-..0 a -- BLDG. FRAME W/ SIMPSON BT TIES * 24 OJC. EA. Drawn By Checked By _ _ ,_ . _ WAINSCOT (SEE ELEVATIONS FOR LOCATION) 1� 1= I II II II II II t —!I II II Il it II II II tl II — II II— I II II II II II 11 Project Number 0 OVER TYVEK WRAP ON 1/2 PLYWOOD SHEATHING _ 1= �1= =LI= =I3 (SEE STRUCTURAL) ON 2XtE+ STUDS * '' O.C. i2 982 TRELLIS PROVIDE FIBERGLASS BATT INSULATION IN FULL x_14" _ 4tt �, 51t S` F,,� -t;- !tt '-I13f4tt STUD CAVITY (R-i9). (FUTURE INSIDE FACE SHALL Issue Dote ON LAYER 5/8 GYPSUM BOARD OVER 1 MIL 02-21-13 4'-1iY2" 8t_ n s_5t, ,_ t" 4'_11 " 5tt " VAPOR SARRIER BY TENANT). Drawing File Name Elm $ TYPICAL NON-RATED INTERIOR PARTITION: 2X4 12982bevelandx Ian WOOD STUDS 0 16" OAC. W/ 5/$" GYP. $D. BOTH Sheet Number SIDES TO lm'-i6". (SEE DETAIL 4/A5.1 FOR BRACING.) 1 c00 ' .. � / �15U I IO INCX 03 i=1.,4N KNI, 2. 1/4 = 1 2' 1/ " = 1 ' 1' 2' 4' PERMIT SET KEYNOTES D A- SISSM � 2 3 0 STANDARD BRICK VENEER, ENING BOND. /=1 �t REGION BRICK PANELS, 1/2 INSET, 12 12 12 12 3 3 NOT USED Q 4 BRICK VENEER 1/2" OUTSET SOLDIER COURSE LINTEL 0 WINDOW HEAD W/ STEEL ANGLE SUPPORT. g BREAK METAL COPING CORNICE. SEE DETAIL 10 5/A4.1. v, VA ( F� } WELDED STEEL CANOPY, PAINTED DARK � � - � ` -� BAON� STRUCTURAL DRAWINGS.T. SEE SECTIO l � '• [2 i 12 ( 1 } BRICK ACCENT DETAIL SOLDIER COARSE 1/2 IIINIIIII `�--' INSET. APF CTC ;u METAL BUILDING LIGHT FIXTURES. act -� rn /'�� STOREFRONT WINDOWS DARK BRONZE ANODIZED. L.I J 10 P.T. WOOD TRELLIS. W/ WELDED 4 PAINTED a STEEL BRACKETS SIM. TO CANOPY a. BRACKETS. m �' u it PRE-FINISHED METAL THRU-WALL SCUPPER E d M DOWNSPOUT. 2 `•__/ 2 2 12 1/2" SUMP OUT d �1 SOLDIER COARS 0 WINDOW HEAD SEE DETAIL NORTH ,r•� /� � 13 (P/A4.1. it 1 m V 2' 41 14 (2) STEPPED BRICK ACCENT DETAIL SOLDIER 1/4 - 1 1/4 - 1 COARSE 1/4" OUTSET EACH. IIIIIIIIIIIIIII HIM 1111111 111111111111 cv TYP. C�1 4 j fill TYP. —� y■�, O V Lz/� till UJ wr \/4 or f OI'�Il �. 2 �� 4 01 Ill .r+. 11 - i 0 1' 2' 41 1/4 — 1 8 13 12 12 TYP. TYP. TYP. Revtetane CITY COMMENTS —ATAMRA 1`1 Z R0 U. DEDICATION 04-03-13 PARAPET - - TYP. DESIGN REVISIONS 12 4 DESICrtN I�EYISIONS it TYP. w �� �0�0 EIE 0 1 17 T_ TYP. Drawn By Checked By MAP 05 Project Number TYP. 12-982 Issue Date FINISH FLOOR Drawing ale Name 12w2bevelandxplan 2 7 2 Sheet Number � A4.1 TYP. 1 �l�ISI �>I���A'C 1011 1/4 11 - 11 0 P r 4' �'�i PERMIT SET �Il ' KEYNOTES HEAVY DUTY BREAK METAL SIM, t0 CORNICE PIECE BRICK SOLDER 1 BUILT-UP ROOF, SLOPE 1/2" PER FOOT ° a asrssErr COURSE OUTSET OVER PLYWOOD DECK ON OPEN WEB • 1/2" TYP. ALL JOISTS PER STRUCTURAL. INSULATE TO REGM ....------" -------- MTL "C" CI-IANELS � WINDOW HEADS R-35 WITH WHITE VINYL FACED t 1 FIBERGLASS INSULATION W/ FLAME a' ` SPREAD 25 4 SMOKE DENSITY 450 OF 4' — ,, r r I I 2 3 1/2" IBRICK VENEER (VENEER TO 8E ! I O 3 `,: ! CONNECTED TO BLDG. FRAME W/ A4.1 ! i SIMPSON BT TIES 24" O.C. EA. WAY.) ! I 2" GAP WITH 1" AIR SPACE (SEE ELEVATIONS) V OVER TYVEK WRAP ON 1/2" PLYWOOD / 4 SHEAT('-ZING (SEE STRUCTURAL) ON 2X6 a � STEEL DECKING A4.1 STUDS 6 16" O.C. PROVIDE '"- - - '"` "-"-- --- '"" = SLOPED TO DRAIN 1 - cv ctl FIBERGLASS BATT INSULATION IN FULL 't-� rfs LAJ - - STUD CAVITY (R-19). 4" CONC. SLAB, SEE STRUCTURAL. _ ' - V"Y11/2 " = 1 ' 'i 3tt 6tt�■ , - 1 1/2 " = 1 ` ,14 3tt r,��� , BRAKE METAL COPING, MIN. 1s" .. I'U'I�"' '1 a NON-COMBUSTABLE FACE BOTH SIDES, TYP. o W r HEAVY DUTY (D5 WELDED METAL CANOPY AND SUPPORT � Orr _ _ SREAKMETAL _-................._.-..._____ . .. . BRACKETS, PAINTED. STOREFRONT WEIGHT, VERIFY WITH DOUBLE 3x3 MTL BIDDER DESIGNER. — — � } tv ANGLES WINDOW r� •c 9 (2) COARSES OF O FIRE BLOCKING IN STUD SPACE AT © L^ o 1/4 STEPPED CEILING AND OR AT 10'-O" INTERVALS SOLDIER COARSE SLOPED CUT FROM FINISH FLOOR. ra BRICK SILL g 4" CMU LOCATED AT TILE SEE rT� i A4.1 �� _ "" —(2) 1/2" ' BIGK PANEL ELEVATIONS SEE ELEVATIONS (2) 1/2 ' DIA. WELDED 9 STOREFRONT WINDOWS - DARK BRONZE ROD SPACERS W/ GLAZING (LOW-E) s cv 4'x4' ST 1m ANDARD DOMED SKYLIGHT INSTALLED PER MANUR REQUIREMENTS. CANIO�'Y BR04C n CORN ( C� I� I:�'4 ( � /000, WINDOW �I Lo Ln 4, 0 1 2 3 6 lit 311 l,FF it �� � � �� - 1 � tt tt tt tt '�- 1 1/2 " - 1 ' 1 1/2 = 1 ,tt 311 9,110 roll 11 21 ""1111111111moop, � ,t � 1/2 - 1 z (� � 62 I L ... . .. �A4.1 Oz in SLOPE 1/2 ' ' PER FOOD' ,, 4 lC �- a U g] 1Y t TYP. `S r TYP. L� 1. 1' ,,. t 1. F: Revieicr�s <= CITY C-Or vIENTS 04-03-13 t R.O.W. DEDICATION L DESIGN REVISIONS I 4 DESIGN REVISIONS N t. *:F Drawn By Checked By 3 MAF SSB is t` Project Number Q ,. . . ,.. . .. Issue Date to 1 Drawing File Name 12W2bevelandxplan _.....: : ;..._.....: : ::......_: :", Sheetumber BU ( I C) (NG E)ECTION NOT SECTION SHOWN WITH WILDING 42 #•• TENANT IMPROVEMENT WALLS 4 CEILING 4- 1/2 " - i ' 0 ro" ,' 2' FOR REFERENCE. BUILDING "1 4 *`3 TO BE - IQ SHELL ONLY WITH NO INTERIOR WALLS. PERMIT SET I � - � ,_ I � . - Alp '110 1 ...'4" 1 # - /1--67RICTUR111 WIL WA I . . 0 1 EGON � * - ,_­­_,_,__" � . . I -- - ----. i ,�ilill,��,�ll'' , , I--------- ---- - - I . I , _ I -L? C� ." , � I �� " �, . 11-1---1_1-1____-_-1 ''111 l�ilillll I � . ­ I I - . I � I ,!:�,� :,'.,*�,,��,,��,'�"., Latmnai F'r)rre Bracing��,,�s��-,,,,,;"""-"".��,-��,,���.,, Haric'et : �.,�p,��,��,',C,lr"lw�"Otl��,,,�,.,,�i,i",N,. �k�,�o�a��,,� f�`.`nt.',�,, I , � I " - 1 iNICAL R,4f OR r A110N � I I . � :��:! � : !��i�::,�­ - , iSu t 11 I , Iffil 11 llilil'l -3. . :P1 I ,,,I E-, I� We'rai farce Smaing I A r" T'EU � ­ I � � f _. . I i I . 1-,*1.�,t �,MOW .�,- -%i:--l'', I o �-, , 11 ��� _��J�,�,��:,!� �:,�::��I''�,,11.� 0 Ceilings constr4cted of lall�and plaster or gyPsum board,somw or nV at- -Hanger ana perimaterwiresmust be P�umlb withill I in 6 untess tligure 5aj � - z Appf--,n,� m sfWaec'.zoffiol kml,,�vr," � � ,�:�, , �:,� - I I I I . I I I � I � I ­ l�: ��, ­:,­,�:�, I I � I 11 I I I �:1 ia(,h(�cito,a,zNt,,tv\,Ii-,Ifn,M�bomlit�at,,,�t;�,41txlact��iriqkv",&,4x.,.Ipkv,gext nq ci)urllerslopify "4�"-l�a�,(?�?ro�.,idoti�igt,�re5t�.���,,.��,�,",,�',�:""."�� �.,.,i,���::n,:,� X4L %- AV � I _ , end gwit- �I � Cnof,;S TEES LATERALIFORCE.RRACING PERIMETER WIRES I a 1111_-__1-___._-_.__1--1-------­__ ___ __1111-1-1.1.1��� I I , � nches, : N8.1 vir � I � I . - I "'� � I � I � N--.'[ 4*-VN [ 41-60 �I . -Harl,�,�.­.Ole�i 81llaff be 12 Qla�arid spaved'i fee,I on center or I 0 gage � The crm�rilernter&�at intetior'k with The brad 4 mMnod wsea 10 preverlt Hamjer wirespliaxld vvithin eight i ..� 1� from wau to wall stian be exempt from the lateral force biradnQrequirements , II N, . .1 ��,�,.,:.'.k�,,,,�,,�_*,,,,­­��I _ � n I :1 I i /, �".I .1 ,sPncf,'J 15 feet on cet,te­. ,%,,, z�,�k�"'.'k�� .,���, - ­ �� I.. i I 111"(so 2. Suspension Systems for Acoustical Lay-in Ceilings if � the mairl bearils,also known as ct,orm ceiting Uplift at,reflvf�7t lateral",flove- of the surrounding vats, : I � l', I *uiteflil force b(adl q)is tbe�Lse Elf vertioyf swem icort"pression,wists)and -Atiyc,a�,�rt�?rAi�ii)d��,��(�t,iattlie.�k3�lpfxi� consUmlion sbOlf tlelral-,�ati4�0 car- i I &= , 010 _ 4J I .11 z Seismic Design Categories D, E & F i ; %Aay wim's(sa.-V,I* z z, ....., I alrlmirf,of r,mi"N 1-1,�.,�,,� mert dioinq ii sa,�Srflip eveill,Loteml LA1011441. I , z 11 z ; 111.11 __111,1", -, q�.Ire,�) ryi!N not les�than 10()PaufIds,�,."�.�:-.��."..;��:�:��,,,�,.,,��,�,!-�, z -.1 PLENUM DRAC4433;*12' ­­­_­­­­....�........"I'll-1111---�",-,�,-,--,�-----,-""�Ill""-,-�-11-11��l,,-,,--,,,,-,---"----------,�l I ��_ "1,��1,*,,.�� *For ceiiinq se ,0(1�iii-�4l�(�O'I,Wj;afc.kk--t,hc,,$�z.or,t.ait,estrailit.oftt,m,c,e��- --driv i force bracing coflsi,�Vs of vertical stmos &1-0*MAX 1. _....� ­.. , area, AL -P,)walel im shot4l lnfftals(PAFS)are anapproved rriethod of attscl'Ifflov, z ... __11 11 , . . ��,',-,,�,Io," z S� � I � . I I DIFFUl "R � I � 11�1�11N? im loffle structureat's a flateral forae biacing)SSW be pm�fided,,�-,,,"'x, I I and!splay wires. The snee above a suspOrided cafliN. ,��I.,z- � _ yster . t I � 11.1 � for har@e",wrli,'S�s,;�1. 'z','�*-�,­�4,�,"�,,1���,��<,;;�:�z,,,,J*$ ::�:­�, I I . ��, -l"'! "w�, �­ ,,� � ", ......N­,_4l­_ A�*,W�lr or rectangular maial geAl 11 ".�,�."1:1%_�!��,:."3,.1,� �I" *T611r�nat ands of each rtxairl bearn and closs to must be suppontedwffltw'�8 _�_c-- -a:� x $LACK WIRE- . I 91,............1-1.1.1.11111- i'801d for ML,piomak I I I I I I � -Lateral Force SrablIg shail be 12 fee,or.center(maximurri)kind begin no ��.-��-,t�,,�c,tt�adl),VS4�,.k�ittial*rin*4erk,o�t-�i,--,Oofkjtoe4&5b),�,,,,,��**�� ­,,;��, 1.�: z ge ofair Irovil a NtAiN SLAM L MAIN R I I ORA I ITEIW VDIATE=TT,&J"'M=4 I I �I I � , " %, --� dl�civd sys%ml� Tile primary% ansion membermsp- A 12 gape wire,I hat is not tight or laut. OW URE AT 4 FT Or- , . lift ifet frorn wall,&.�Z�z,�.....:'.:�­'.-1.,­,�:�,'�­-X-.,"I. , This doct,tment has been,revised I I I �,�V`1`11� ��­4 11: I I, herlhan6ft :��, E ,N��::,� 11 -wivu,s FA,iafl not attilich to or berid art-mid inlixte'ling matm.41 oe oquipruent,A 1� -kq ., K,.,,m,�'.,-cauritemiopin? -Swksmic splay wifo�%ary to tie ff-AW 1p�gago vv,m�,attached lo livt main beafm - -, .4 ported t�y har�er,wires,also kriqwn= , I - I � lmp�'ze of gifflOval'orA,devic"a shall be.tified wt-'ere ot)"Aro0k)ns precluchl,ekfeut I ESSENTIAL SERVICE BUILDINGS It _ I ,aT,qng v SPRF_AE*_A or SPAOFR BAR 2 MAIN RIMM,WAVY DUTY,GLIPPOW UATM wo WW 01 based on current Building Code, � � -,1R)rn each otkwt and al;imanq*,no0xve.adioI;l 45"f fof n i litnu I f - - -- "', I-" �11, I V main affinw,c oc carrying ,revent the stis- AT 4 PT Or- , e A bar with notchas to P , I I Wires am,afri�eo 90 , uw�iension,Ttapeze suspensions SWI tA,�a n IT o tiark.to back I��,ifah 0� Any oulldiags de"ned,0 be uma runner or mains, I I %11! � � - .. I � � " ", -- �� I I .1. ch,annills lor spwis e&,ffedkn.g 46 inCho$.'.�,-'.11'.���,'�L"*�'�*,"�',�'�,�.'.�­' 11 I -y -n frorn soplitra .also z � - �'q�ev t� Poll-ii-% stel � � � by Public agencios ea a fire station, I I 01,K) _= I I � Standards,1p all mlilditva,other than � � . l'i `Z�N 3 PROVIDE STABILIZER PAR WTUM ALL MINIERS �f � I , . itie plarle of the,ceifirl ­�, ;� s­�­-��x,-*- �,�' -roRed - � � 11 : Maxiinum Recoirirnended Lenqft,q f,x -Seismic splav v4re g��, n SQ(:I) coid , ­ / � 1� I 11 , ,. *shall be attached*0 iha,grid and 10 the structure i E!:("j0nCai fuvilves '�_, ' '­, policestalfon,emem-ency opefatiorm M0L04NJl:s,.,'CL0SUAE ANOLE Called 0 slabatizer har, I %.J I � I , 4 � : I ___ -,,, I I� � AT PERPIETER 40 NIOT ATTACMD TO WALL AbME, stru�_iures classified as essential z � � I wrucai stmdll, a marinerlhat they cansrupport a des�W Iced of not less than PW rsotmds or ���_ :, I � � I ,,f �+�� � tile 8'_'+WaI diwgn kiw$�with a salety,factor of Z W,41cliever,Is greater lfiqure -Lqtt iixtwetivvei�'ghinq Wis Itizan 10 womis_�,,,hlaft have orie 12 gage flifiget- i I I�­ cenfer,slate Pirtrv�offire,sherift"s A light q U- ; , -akigo oletof angle,or chan- � � " --1------...�......I 11 I I 1_1 I I ­_­-1-1 I . ......­­.........­­­­ � '. ; I z � I ,�, j� __________________ -______________ ------------------_ � � � wm'� I- * ,e In . � SPLAY WfRES p---; tv z I I , I Ili �;;I 1;: Hio t " .to Wan �tbtr'fa'Th'S Vige nla�`lN`,-4a42*L � If :j lliii 11 ; I 1: 6bj. z�,_.+�;,�,:� ,­.��, , vviru owiriv-1ed fron-1 the fixtum .ffie'N � I . I(_C�f enleSq'MI"',ctv,,frun ,, I . I � I _,___10� *; , Wffes lnatiilf,�:at ari an*fall",than I fixsAUe,s�swspettdotfd*afts frisitalled z r__*�k .-- . I + . I I - 1, I I I 4 "WMER M11M TO WIGN Wrn4k Do CF PEPOIEWt � � _­��__&,�., �, i� �',.,�., z,­�:,.,_'n�z­�, _'-,-,'�,"��.- di-smitch ceriter� partition to I I I I C" � I I I __ :,. in �Nei!wlic appik;Xion . I I I � �� �z � I I #'Powdef­rlrken sbotnl --alxhvr�'WAPt),when useil for' perperldicular to the gfw� � -�1_ it -o,411 I b LATERAL EIRACM SY871"TO MEGN IIATWINI&loft-T in accordance wo tile Prescriptive. � 01- -_ �,Iz'EMT i-ortduit i Ji)to 1,��I 0, i -Light fixturesweighingmore than 10 pouroos;and less than 66 ibs'shall newe -"Vl,4,x,rt the perimeter ends(if an Ill, I LLJ .= I Z*­_�,, -&-o-'t I 0- I : all,parl of tile ptw6ptive,path in Seismic,Design Cateqores,D,E ivid F,shall , I I OF P1111"I AND UMM 2*OF CWft FANMR I I � ,:F;i�V;_-_­- ;�Z�- ,- - ,,� , I __11- P. -= ,�,, , --. ���' ____--------___......�....�--------____---t------­­­­_- �,,�Rlo - . - I ioal ceiling grid, I - :. z , . I t otrwm of the�i I If for e I § �� . . _�OT� � to 7'W � hilve an ICC-ES approval f,qT aeisrnio appilovions.andshitli require�4spi m. ial hVo 12 gage wire's attached All opposing,^, ,211 X a 10 th cousti VERTI'am,sm,irrs NTfflVAVCtkX (4)12 GA WOWS SECURED TO MAIN provisions of the 401 document are � � - I P��p W EMT,uonduit z up - . True main beams and cr=�lees cf the . ::::: - _ I Z:�rl ,� _� i ­ 01* :::::: :::::: :::::: I -11 :::::: -1 - ; ,�l.-I�-11-1�-11,�,,�l-l�--.,�",-�...-...I'�,�",--�-l-l'-�,.,�,,�l-.�.�-��,,�'ll",�.111--� .,,t-cl�oe Above,Tbeso voires may Nt,qtack,:�,�­,,­_�.',:.',*.B�v�::::­+� - 1111111111111111 :::::: - I : I , - _�`____._�__ - --,�- -- � ,q4 'The fifilidyerticai memb used in R"4M AND SPLAYM 20 DEGREMS MWM EAC14 A.31% _� __0__1zP _� ��-�-I- , ��--�"" _i�ir ,o N -_ , �- I � ,0 �;_� I I I _1z5,.,�_:_;7- -_ _:�,', ; ------- � ­402� inspechaW'Irnespective of tile 4,pe of ooeupancy category the structureis im -. - I - -�f�_ --�. ��" __ -fulf - .n� - _ z .� sus fl-ion syste? PERIMC-,TER CL9P6 deemed to cmply with Ow cumont _­'.. �,__�P,�-,-�,'o I I _> >1 1 1 FMT conclutt � kip to V 9' z: PAF anol­Ws for kichurwirw(uplayW wiiut�jn�tjted fW putposk*Qater Ibirl *Light Rxtu�rtxi weigNng rmav ft-ln 56 It4,sl,�allf bee,�wlppoded diwtly lrorn(tie , , lateral tome,bracin, spen OTWR ATAN AWAS NOT EXCEEPING5 4b D631111M = %� � � - ,-l . z -.� ���,3�, Proprietary angle bracket attached, �g of Me so Sion I 11 - .. _­O��­,�.�--- ` ," X-1,- SL.Lsm�ce,.,tft,aint),w,4exeniptfmtilt,*�ist"uirenv�i'd.,����,..-,�.,� ���,��,­',z+,,;,�"; �:z;:,, s_&&.�,_NWf­e above�These wires must be.,taut,,�.­+,. ,..?+"- di- I � I _­ -- I " 'If, .1 I ,,,���,o�­�'. . I I I +as a -'s TW CELWx PLAW. A MACE AT 12 FT.or- � ��_ , - - 1, - I I I 1; 1:��� ` L .��,�,��."'.­ I - I "I'll, � - ----- _,�_, I ii����l systern,Also known �omprOwl 10_r�0_$�­ � ,�-_11' � I I bouilldirql code Intorwortaltio"'. � ,I � __ z I �,-�,_-,_�_ i <'."',�­.4,1�­:_c� -P"Toaflt mmmted txturu��shall be ditectly,supr -,Of w0y to the wwr�m0dlnq�cimwe angfe EAC14 WAY. %.J _= I �_ -- �_, �11, -- �' 1=:, , ,ortedilrom trio.slaw,iium,aoove wn�w h��w�ftafts,ohm, 10 or 12 gage soft anneated wire used posts,seismic�pods,seismic:struts� - --I_- --'I- -` � � Wh0 allows fior'4i,movement in the ' I- I-, ,,�� i ;� 4,Splay wires are to be within 2 Inches of the=inection of tile ve4ftal strut to usmq _�g�qqe wire or arl appfz�ved aiternat,�i support wi.-Inout vsirig the aeffing ­- , - ­ 1 Sin&1-",A,,metal s,,d(20 gaugs)) q a, , J= -= .::... - I ;��, � up to IZ 0, . I I I ..., - l' � - a��pr:M,.,1q­iUpt gri'd s4mttilrf� Common materials art,efectr ,at cqn-: 6. 67WT AT EAC14 LATERAL MACE LOCATIM I 11 . I . I .. I p�m Ulf the , ic , This dcw,urnefil provides the ISC-2,009 - - stisperded ce-iing,�,,��:u­�, _��,,,, �,,��,m-­���,, ::,,, Fwspensklrl sysften fordj$eCt,ii&$ 11 . - . event of seismic activily and interioc*s " 'r1t)(Irt, -""�,�,,��.":­I]� ;".".�`�,�;��;,:��:.,�..�� . . I ­ ,� � '' - ',�;� ,� - ,,,x . ,. t�.: ' * I �I � - . - Al-so called stlspenzsion wires, duif jENM,,metal studs or proprietary act * 57- �r i 11 1. I � - � - � ;, �z *Rigid LVIocing rfay I,,-used in tieu of splay wires,:�'..,,c�,� I.S. ii­�;�_,`�:�,�..i�121�1�, 0 Tandem fixt�ges.,r.av Isil'tZe(�v, qtq'Iorl vvil-es, pratlerty With orid,of g6d systern, - ��01' qwk-to-tsaakv%,rnetal f,tvd up to 15,O' � ��....".. I I I I � - i � I... � I AT WANGEM MOM THM hip=OF ft",PROVIDE refeeenced!�Iaridards for the -, producm - . I ",-, � : 1- . ....­­...... C" __ � (20 qaugol I z � � I.-L. ­­­­.. ��- I -I _L�' 4_ 1______...___....�,�,����,111,11,11,�,�,�,�ll,�,�ll,�......I...I..._______. *Ceilings With plenums less than 12 inches to stwure ans not required tc � C4UNTER SLOPE MA406M -= r" I � 1, I I I ,�,,-�,,,,,,Jlan,,X,a�S'e""vic'e"'s mstaiiation of suspension systems : I 11 ! �­ ­,�:*M_._,:�,:."',1 �­­­:::tv7�� — I I SIVIe 2 1.--,-,�`metal stud 20 givulid) � up to 13�W I have Wte-ral f�lrre brzldlxl�' o�- I .�., I I--- I I I I � t 0 Tenninaig nr�'wvjces Wel&,,�,qq?a 1h&but not mowe man 56 jt%s,miA nave I'mi & UMM WAMM LMO AIM Nar P066115LE 1:11M TO ���I I......I.........I........"I'l""I'll""I'll'll""I'll""I'll",'ll",��'t.�.�,,�,�,�."-,��,��...- : voft"'Cai,stfuts rnust be positively Ittadled to the"kuspellsion,tyslwns and the I I.-I, ­11-1-11.­11 I 11 I I-- = , ; 12 gage Wir!,;,.�Wflnefing ttlem to t1V ce4ng system r�angoi$or ftl�_Str,.1C.tt.JFe, OftTlILCrIO10,PROVIDE A TRAPEEZE OR EQWALOW z z . . I foT,acoustical lay-in ceilings- I Clenera�F-I,ec.�":),�,-,��r��,.ql,-",�.it���..sf Is I Sack-l�o-back 2 1,,�'meta:stod up to IS'0, " " 71 e**4 I � : stfuctum�aLvve,.:'+,,,.:;��.,���,::� :,,,:*�� I (22-5 gaugei z : I ": , I aDf�ve'Thelse wires rfiaybes1a(4*.�,:,�,,�, �',"."'$"...�l,"�*;�".":r.:,:'���,,,.�� �, 1 I DEVIM IWAPEZE MM"WoONG MR GP" #Referenced sources pe,r hnarrhy:XX,9 ISO(Internotio,*Su�4ng Code), I--------------- � -MT t' ­: � .� � I -11, I " 'Qr'4l$jj�rne 'J�,I�stJJd3 PX a�nr,3�1, I I ...."I'l""I'll""�,,�,��,,��"I'�,�Ill""Ikl"""�,�'ll1l.1111-1.11-1,t� *Tl%e viifrtical strut I-flay tai� flefelv Cornpre��l­ - -min E)=WM 480 SWA.LL W A MINIM"OF 4-0 " 111corpor-alzarl of this,docurnent voll AMerican Societty of Teslinq Nlalwiais(ASTM C635,'4'S'TM CL&JA ,""" A)L . *,at als co sfinik-es vvei4N.nq more thar.56 lbs.must be,indleperidentl�,, 49^ L^ _= , �"ASTM ,"��__.L ".��. ­;_.�,��,�':L:,��,��,�.��;:._:� , I _. _ _Z...;� '... I . L , ISACK-TO-DACK V40 C4W POLLED CUANNELS provide a niore uniform standard E Mialr_5W.M),Amixican Sodely of Civil Engineflrs tA$CE*IvO5)arid Call- I I i � n post(see fiquie:3), &uppotted directly from the sliuctore abova�Theao vom,isInust be takrt,�,,:.�>�L� 1'�`J��:�,,�,. I L^ q1*0 04 ' �,L��,,,,-`��:.,.,,�+*"­� �',­�­ ��,�:,­:�' 1,2��:�;.'­`.'�,­,,':;I�*z,.�fj I.-, , I I 11 I I I L I I I 1 4)gs and Interior& ;: �'­­ 11 ,� i I L I'� I I 11 :,�,L 1� ' ­ 11 I ­ 1 I 1. I I 11 I 11 I L-1111 � � �, ,,, ,;1:i��: , � ,,,,,,'':,, .- 1. . yslems C,)nstrumiori Association(CISCAI '­�..�­11_11� 'Nall hloidifiga.,,��4�,,*�:,--ik��i�14 4,,,�, �:��,­­�+,::�­',_,��,L 11 . I 11 "Ill I ,L - I I LL 11 I I I L I ,,, . . �­ I 1, I'll L I I I I I I I 11 1. I I I'll :, L . ­�,,�, ,�,L­' I& C404*=ION DEW206TO 1W&PPORTM qtr 16- I , I I I . 'L , - I I 11 I 11 . L I tallation and inspectiort,Th�$,�L, spsa",�,mL�*t�*Qi,v�mwawwm I I I I I "I I I L I I I I I , 11, _:,i,,­�­ ­­� ­­ -ft .. tor ins -11 -Partitions that are tied to the ceifi.,V slid al!partitions greater than 6 feel in I I I I L ,L, I L' ai'ml Ith-1 - -01 ."I . I C"11%=WN 6".L 09 CAPAME OP CAIWrM = > 4 ,'it -1,, , 11 ...L 1 _ -Wag moldings i,penmeter clowre art9tes)arff,wp.;i,,l-.d to have a honzonlai ""`x�-,l�il­nk-$��p�.l��--ii.�z-,).'�.,���:.��zr"t��..-,,,�; u�,�,n I -L1 .44�Im I"- I 11 ��) W.12,A NE,650%,SL_ ,, I L _I � � " � _ __.�,, ,­ ,WNW I L I . Li-ha!"beln I '�L 4t I=. , I I I I 1. I L 'L I ...... WT LMG 1"M"POUNM I I I I'll 11 I ;,��: � lz�­:­�:_:�:. � L W ,, ,t,t _:� ��L. 1'I'LL I I L I L I L ' - ­L Of ,I�",':,'�­',"-­-,LL . 'AW L I I L I .­,WuItfi�fA_ , I IL I jroW.f �,:�:�,��,::...... . Se_lftl�k' , � ort - I ,nk is dasigmxf to accornp is, ,L , � " oedrig'ZRX,Square foot,a salisno separatiort joint or full -, � I L - �,"­, = .- C2, 1 11 11 � 'L , ,, L . 11 L I 11 ighzt�JikWbcfl�izt,i-,ifiybr�i,c3xitot�le�tfkiCl(oi3:. Boac . '11, I L , , shaft be ir' , ."41 1 ,$L,.L,�9 ........ ,epf* �: .-,ee..�,--�s ftriqa�',irloheS Wide,One,end of the Call- Qrf $ba#b6Lafia I I I 1 I­ ­­I lt:� --:L...�]'.�,._,���L .it-- _� , 11"I'a ,d 'C'heb to jf$je�'V43'il �­­....�......L........�r,- ,. _ L L � �� 1,111-111 IL , , iittsrf , fl� I ie iiv - I , -gor c'efling arims"exc , .1�.,!gIf ii. L documu, i, h ���,�',�t � �,- — Ly Vora; feca t... � I I , Int of the calling Splay b�Laomq systern.s,�.:�;:,�_��,.'_'�.'z.�.,�.',�,,,,,,,,,��: Attached Will Moldin,f;RequiverrienN mokljnq�the ottler arid sW flavea-)�:iriclh,cfeamwe from the"vall and free to L ' �­ ­ L . L ;�', -��,11 I I IL I I dt" I I I I'L I ­I .I , I "L , '"'I'L , �' A I I ,p.vvidW unless analyses _ .... I'll I I I I I I I ­_ I ,ad 1,�,�, , ,,LL L aditicsi that bi,eaits the reginq shall be � L I I 'L '' ', ," I I il� 1_6,�lf j:... ' ­ "L %_J L I , _ � :: ituotor �i fl�'�'­Z­,f�­���,�L L L I I I 4ste,� L I height�&,alf r� -­ , NWCB, �L -*$A: _v ", L -Ra- @ I : . : '�ph<$".(lVJ%'�+�42,44' L, I ­­"_­­­ I L I I ��, , L_L" 110. L*W FOCTURE/soull"IENT&.IPPM in'tt f of the ��4 ­ -, - I,�� , _'�,:':::.',:'.�. _ ,,III ,trite -,..�z��%,­�,'L Z­z_�_1'�i,�' �:­:,� ....� _�� I I � ,Mt-JJ,jotJal L " *RK IvIther informatoll on bracing of nori-load bearing partitions refer to I L L I I., . I I ,, I 11 +, ­,��­­�L:J� ,� L I L L = the . �'. , � I I, - 'L I L:I I I I L L I I ,I : . I , L I , L are PeffQrm-\NI of',he oelfir�g"bricing system,0;osute angle-,and,ponolratiorz , 'All, 11 I L 'L I I I 11 11 "_L�'It, ,L A WITH WORMEDIA'M DUNY MPOIAWN ISYST&S 12 IF. 11 � . I' -� I ,­­ ­ L L L L I I I 1, 10, __­ , :��,z_ \. 1 _41�*L I I I L 11111111111111111 N=*whrlical document#40-50n, : , L Where s,&3lanI1a1of-q d M. iamrtaliort,has been prc:ivirtml to the local iu?isdjf�� to pfovfd,-s0fiCiont deal"W100,�_`:���I'J C'� "Z�,;��`N�"��­'-r�-+�;,�1_'�,�L L�,�",-�,,' �,:­,­­:I I I � I I'li '��.L,' L LL I -,,�, - .L '. ­_-.­,.___­_,_,_,..,_­ 0*UA tf,"' Lesperson forthe Will oloi4 to" ust : �����L:L: , L rVON -, I I ­­�:L %,Alll)�'ll""I'lla.,�"It'�.",�M�M I I ­ I , ,, __ ,, ...­ �Ific­­­' ­ L Goll,"4001%SNA"W WMACHM TO TM QVP �� . L I L I .1 I I : L L ­L' ­L . , :­ L L � 'L­­�' ���% ....­........-LL"I'll", 1-1-1 I I I L I I I 11 11 L :_ io�m�jj4�0,�j,�,�L L�­L L ,'�,�'�' ,:LLLLL:L I L LL L I I ­ 1 I'll � -1 , , L 1, I L 11 'Totj'fres ft'�"L � L L - . : I I 11 L L ILI L L I ' �halt be W the desig I I , 'LIb, L LL , , I - LLLIL L - � L, L I WiIdinq Code(18C)with reqwd - lion,penrWar dips may be used to%ataify the reqwement-�IN the 2-mch -The 4yaut amd loralim of the seismic separation,,pirrt r L I � t,ao " - I 'L I L M13*101M 11111"M Ill OF EACH C40PNM CF EACH =w- r'.; & I I . -All iflain reams are to be Heavy Gij�y ifif)).,,­._­_.,��,�_L:� � �'�­�:"'+'L�,�'��"�� L I Fk_ � 11 I I I L I - L L pro 01 I I I� `L-.... ..L I L 11 L' L L � - _. " .. . ")­',� - . - � L, I I­ ­ 1.L­­_­I I'll, -1 ILI 1, L NL L I I L L L L L L I-, I ,"," L ,L�:L ­ I L I 11 I I L ­ I I I I I I I ' ­ L L L ... I ill I , , ' L , ,' ­ I I 11 I L ,:,LL,L'L'LL L 'L ' L FDCRW- TAM011"PDC111,1111011i MAY UN CAOMMIN 111"RE& L L clostoe anqle�'_�_�k-,��-z,_� �, zm--�­,,-�,_,:��,�,,- "" � ,� , ��­­�, fflW - - -1 -t _tj�,4 � ot�_Lo, Miatin I I 'k I ,L � I L L L I I , I : L , I I pomaAff*�on 'L 0+, :L L,I L­ '' ' 11 I to me eaquiroliteirm tof Seismic � ef of tecc-'d arid notacl kin the Paris.It I siiis:mia V"paritiot,joint is t e,uired by '�­­­ ­, L' ­­ '' -. ......: g L L'Uhkt , � 0 rnilottoWl' 'L L ,� I "cc 4= -cc � I. ""- I I L - I L I ''I _ ,tt� '"�L-L 1 I I I �%.-L :! L' I - , , , _ �, I I I 'L 1, I I I I I *All cro�z t��,s inxil be c�,,pabie of csfryfag the Kis,skyl load withoof vx4vw- 0 shall 1>0 aftacaled at two adjacem wallt;(pap rivets at approvild n1fAll- tio -Wr or . L )�,,W%,V_ L I L L I I L I L I I -111 I 11 1,I�L'�I _ I I L ­­'L, ,_�, , "::�,L L,I L' L'L I I I I I I I I L L I V The gota ti dfit�signe�the desigi 'ay,l'ise,the gervric fc�m defailed it)this doo,"n-ent I I IL I _q L I : . .. ....11 I I 11, I I IL LnW FOMNES 11100411411a LOG THM"POMD6 = L L , 'ivri�, " , -:, L I I L IrRU I I "I L I :,L L ' ' I I�r I I ­ I I I � rhedfvsrsIfjsd(�"#jfidcslfia Is",, �,:,:,�,�:��, � -11 'LL ing deflection eq,W to V260 if ft spam,��­­- I I l I I I I . 1, I I I .".I I 1, I I I I I� L : ��n Pat— I L I I I RIMIRE 1W 12 GA&AM URNS MWM 1W KAMM = I ^ = desVn category D,E arid F for I I _­�, I ­­�_�­; I odi,Soffits extending to a Point at least!evef Wrih tile bottom plane of the grid or o.proprietary joint-The arnoont of free movevient igap design)stiall fie a I I I I I 11 I I L­I,LL L 11 I ­­ L ' L :-:-:-LL-L - ,-' L, I I I 11 _Z, I 1 I -, 11 I I I I ­ L I 11, I I I'LIL L-':--��:­ % : f I - Thess recommeridat ions are intended �, I I arid irWepolidently supported and lateratly brai=.to the stnicture�Ibovo al 0 Ininfolum of%incki;��­'-:n-­L�,,; L",�� I 11 L L I �A� I .L ­­ -1 I -11- 11 L, LL WOUNNISS;TO"611RUClUM ABOVE. ���,L _;,Z­�",�, _��:.�:L­_,� 'L L L I 'I'll ­I 1, ­ : : � thle -"I I ,11 I I.. - I __ , _�11� - ,_ .,'� ,�",.., ­_',� : L L 'LL I - I 1-1 ,, ,L�- - I I I 11 I , 11 'L I I LL 11 :, I I I I L 11 .I ­ I I'll -1 r- LOW FrAMM6 IN 9=686 CF 1*FVXI"0"LL I I I L I ­ I I I ­ - , suspended ceilings arid lreitited Aeo,is, ffx!�U�,pendea ceit"Q&irldvding grid� L— I � , L deemed to be equivalent to'OTAS_'�,��L' �_­�-,' ',��­',�',..,"'��,++..'�.::­­:_� ­,.�.,� ­ I L L I �". I I I I­ ­ I 11 I I � 'L'' .�,' R I L I L I I I I I I . L',�::"Ill -­­ 'L I -.+ --1",�� -M iiev Of wwismio sepwalliori joinhi,the ceillrx)may I---di*ied"o a0fts*kq 1� ;�,­,"" L I I L I I I .. .. ..... . L,L I- I L 11 I , , I L I I L",L, I—, I 1,I,�: '' , :'L�"'," , , , ­ BE&NOPORTED DREMY PIWM TW 61111=11111E . I L L L L'L L -, hl��S�or� LL I I I oc L 1 �­ I , I 11, I 11 I I" ,M IL �,L.,::,�,I 11 - L I I pariel or tit,-,tight fixtures arid aif 11 I I 11 = Unless,sVporuid by engineering, 1, � LL . L I b at,2 5 00 s a L at i a i ii e I b y I I*,3 iske,o t M.r t It im�a or so ff i t s as.I 0 4 ow�.0 at fit i o r I t,s lia-."i ,I L - L I L I I I I I L I L' 'L L' ,�: 11 11 I L, L L I L I L I 11 I I I I .111-1, ,. I 11 ­ I ABOVE. 1. I L I I I 11 L ­ , , I I I I 1"'mirialsvvej ing I I Spreader BwZ5.ifi'v---�-4I>t , A L L I I I L L L 11 "L� �,L I I I L L ,,rio more Ule 4 Has, :L LL''L , ' I I qh extend a minimum of$3 inclisa above the level of the plane of the gn'd and shall I I L L Ptli,ine-.jw�ii pq,5­033s I I L ­�, �L L�,I L�11 L I I I � a FIXnAWA WALL BE P06ITlYMY I I ,L I 11 I I . 11 I :­�c:: I I ,L V. ALL LIOWW 'Per Scl L ,,, he suspe 'kgVsjoo*�.�� ,',��,,,',�%�,:�L"��,,�:�,�::,.'I *Spoolder lspaeO bats shelf be used to prevent 0%ands of the rnaio bearns �V. jrldepen�%Oly braced to tile 31tuoWn above,$(ft's si'mIlextorld to a wir�t at LL L � L I L L: ,ft, I 'I, �`­­ , �, I'7�i"i M. 11 I , I I �� _P,3� I I-....�L .1 I . I _7 IL, I L "� ATtACWD L It 'nsion System,shatl be I 1, , .� `q�;m 4b I I Ai ' ,�� ,;,­,�,��LL� ,LL I­IL , I TO TW CIELIMI;SUSPEN1140N SY67M ­ � . � 1 ,.".� .. 40 L I I L I 'LLLL I 1 L L L L I L�l :: . I _::L,:,:_L 11 IL I 11 I I I �, z�:�" I and aross fees at perimeter watis from��preloing open dutinp a smitm�r'evem. �--astle,,,et,,�e,�t,,th�,botto�,,r,oat,eofftqrldw�dshdbei�- pan I L L L L L L . I I - aids R I 11 11 unatlaohod Wall Mollfing Rlaqulrekrwrtft� . _ denoy support-wi L I I ­ LLLILL I I L I I ,�:: L CEILM MXKMD Alit 1111111"114ALS OR SEFIVICE6 , Peri"noeter V*es shat no*be In lieu of spteaole(blom�s�!,:,:!<,L�0*��C:,',��',:,�,�,;",;:::: �:,::, . I I L L I I L I I L . L I .1 L L 11­­ I L :......:L,�,�,,,,,,, � , - installed per these Mquirentets, ,�A�w,­I:�, * ARI Wire ties ate,to be three tiWA turns 1, Md�atwa',` lxac,�d to th+,831l4fule akme,,�e..:n...."..-,.,:�",.��'­'�C�;" n:,,�:!Z��L�­� I LLL 1. I ­11 �� , LAW T�AN 20 POWZ6 St&L 10"ITIVELY :7%q�,,� Y + .+� .x.*::�: 11 L �.- L L BZ,Welf aod Ceitltv Association I 11 , _­.�.�:­v - . I - I L L L I I ­ I - . ,.. I 11 +111 11 "I LL - L L I L.11 _­ ­ L:L:::' �: _ , L 11 ' "I LLL.L I L L 11 . AM0401D TO CEILING 111t,144M WrN IW I I .:LL "ond a'solf vi'thin thnioches.Twelve . : I IF L" , K , L ,��L:,�:,L, : I I <�.-,; ,, -Cqhe�tl,,ar,partat i omi and wflim seiiii,mio;pints may riot lile,0,40 as pQr,of a : I 1 4)o,*0A)5ni-051 , ,n a sjoof:L L...ILI 11 �L I ­­­­------�--- -----------�...­­_ L ­­­�\"_; -Spreader bars am,not required at Perimeters Wheri wrtier.;are atla'd-slid _. I 11 I I L I I L �L)eafit t I 0 Sery�e as L "IL I ­�L . GELP-TAPPM 614M IIETA,L SCREM AT 12*Or-MAX ------ _____ ,, _p_111_'1'11Z_Z1.'11: — qa� , L' ­ 1 "41 L, , 11-- L ,LL I L,L :L L L L L I I L ., , lef-lariger wireV: aced4 toot oricen- ..��,:, fire rztIm ceiling assembly untesssubstarifating docurnentatior is provided� LL -7v intfiride for,any,sp­ �c� 'LL I I i� - I I L LL , I land*-To I 1,: I I R. T.2166A egg-MA 8"-L NOT BE"D TO&A!`PCW I 0 L f ax.� W7 .08,,, �:,:: r . . I L I . ���N_�,.,� I L . ­­� -.',:"L, ", L 'L .111'': ,rL 11 I d, I should be foll,owed wheiv�ap0cablo. far(figure li.<, , .���, directly to clos�xeanctleq. �,L�,�:­L �:�,­­:'­­+­'� �L:��, "", ''I'll L I I I I I : I ,�.­L�t �'L �,,"�,���;�� _L:L I L I I I �_ .�, . - I L I 11 . . I . ,. . WALLA I . . I 1 .111, L I r I . I I ­ 1. 1, . I I L 1� 0 L... �Wire tying is an ameptable afternative to spreader bars. L I 11 , llsviieat�, I � I � �.,:�".­L!'�­�, L . L- 1. I L �1. - (.Nin, L , ­ : gm�in neffir,4il piar*m WIN oilvore I-Nz.., <�Viz klef�,, I .1 .. Alberta Wall owl Caill'ati As%o'�'Iailori : I _­ L I 06 aer bars are riot roqul�tv, it a,00 aegfoo lmerswotv. ivos,-,of n1flin is M . L - I LL I I I I 1: I L I I I , 1,,� , �' Tb,#W Kaf�L L - I I ,","Ir I I 'S:inW, 'L OX :" - 1, 1 1044, : no �PressLor:*0ad'WW_ I I - 1��$.,,�,L. � _�;71T_�� Vk in 8 if'.C.' _S 1�ff the pafimell,ir%�aj�, Forceiiil',Qs Qno.,11 69�d oracing,3prinklor,humd pfflmrrfions�sbat"ba,�*a 2',inch I L � I I phor,�(4plt2MO-', 1 51 I 11 I . I : 11 I " L L I I 11 ­ 11 r �,_,._�. �,:­SL:­�: 41hi ne . I I I I I I �, .'I . .,�1:�"_,"��,��,� � : �, I 'i aliow,Itee movernent of-at Fe ; -3)2, L I, L I :0110tvirgualant",, , I � _� ,, L I I L I poritwo bmaing, .-L-L-.- .1 '�:��:,.�`,�_ 'L�',�� ,L:­­�, pr%i , , , I, - I , ,I I I L I I 11 "%%\ or - i5 A;e cE i Lo i Ncx e;*Toe;wr rm" , I I I � oversize rinif,s�ft,va or adaptst tbrouo Via c6iling tile It I x (40, 9�-$Rfit�� I L I I'll, 1, L r2 � � nv4ed to the I isd ti I - I . I 11 , ,, ­ I L 11 I "L'L .,," , I ; �11 % . *Where sub,9tantialing docollentation has b�ww pk o cal 1w, ic,on, t ��� I I I L I . I 11 L L I I I I li�,asl 1 itirh in a�l liotizontal dilactions.Flox�ble head d" , t , , - .. 4 1- �1' I., I I I I L L 11 I 11 ­I I 11 pem*w clips may tie ul�eci to'"tisly the requirements for spseador baril. , .4 I net cirl at/ommodato ,..: �­ 11:"r,' I I L I I I I L L L I -l-, I 1:1�I"Ill I I I . I L ., : � ." L� I I I I I I I - L I I I I I_�: � , ,�"'_,1 , , I , I 11 I I 'S.',�'�.,L��,�,��,:;�­�­�_,� ��,� � ', ', ,�' L:-, I ntd)flv."�moveffilorit.*Ii�tlli I*fxarnifted,'JV I I: .,��:,�r,L, ��1��. �Z.,�.,�,. I I L I I N.or It I L ',A�)A , ,�.��,­'- , , :,, , L : , .fle,fVte , "- _; _� I I I .I 'LL I L L L L L LL L I� I I�,I I I I 11 I I 1� ,11.�". � - ��,��- :; � � I I I I I -11 .49. 1-I ­ �L­­L ­­­­"', ,­ . ­ ­ I­.. -11'..,...L.....11 .1 .1 ­ I I I - 11-11. ­­­ � --1-1111 ­­.....­­.....�I'll- 1-1111- I , , I .11-:1 I ,�.: .1, � \04 rp Y L . .� ,:��I I��L',����� ��:",L k L�'"�!",��,:�,`��"'��L�,����'I,�4 ���Z:�.P k,INI,S z4 1%\1,�,,,y,,,:�.�,,,'..'��z 0,��A�1�0 �, , � I L I�i I I I�1i I I I I i 4:�,,,���,,;,� :.".If��l%,,,�:,��k�,\,,,,,"', ., ,��,L��+.L,��.�\,,y�1 L��;�_,;':".' I I I � I "'11111IN0111111101 +�,�'��,,,�.;':'L,�,,,%'� ��,­,�..Z\ 'j,' +��:3,'­'­;�,!�4��� ' � :,�'L,L _ , \, '. � ,,>�­�,,',�,;�',,,."�4 � 'L"Z�,b �,�,"�:,;,":� ��L� _,�':�, I , ��� —� I� .� �';���� I., � ,��4�'&:7'>l,�I�Z� 3�'.,., L:�,�',A;�.W����� I.I . L + � ,.�:,t,,,:,�,,,',,,,!,���:4!";�Z�� . ­ .1 I. 11 '. 1. . —� � "; �15. 1. + 1. 11 ���I ... � . � I � � I #_ I ^ &-a 61-011 k 9,1-411 le Z I 6910MIC IDESICON Drzor,41L. I I N.T.S. %I%%I% %I -J le ro 1-011 _ _ WHERE REQUIRED (q \04 5 Y = z /-12g GALV. STEEL WIRE "'111111111111111101 FIFIE11 % % FIF-IF-11-1 I J. 4'-811 e _N I d) I " Cr ;� � = % HANGERS 0 6'-O- (MAX) OC EA. W w " to WAY . FASTEN TO RUNNERS % 01 1:11:11:10 "� Fl[:][:]F-1 -1 EIF�E]E] W/ MIN. (3) TIGHT TURNS -1 9 I— .,C_ . = AV- () fit w ,. WINCoDOW 5CHEDULE 11% r;:__�__ I to" WITHIN 1/2" OF RUNNER, TYP. - �3 A 11- - - - - - - 71 .� %] % 1, 1, - & BACKING WIRE a -1*_ . MAW SIZE DETAIL FRAME KEYNOTES !.. = I I I I % STEEL OR WOOD-\ I ( 1, � /// PER ISNG (�i In d) :z WIDTH HEWT MATERIAL FINISH -0 = 27 11 11 - = = STUD WALL & FINISH \,_ I L" 4 3: 0 1 If C :.-to :�_ I I I I b 0 M I CEILING GRID a ; A roo -o .31-611 - ALUM 05 1,3 -1 = -0 I -1 AT ENDS NOT FASTENED W a 0 - in (P 11 11 1* in 9 I /-TO WALL ANGLE MAIN RUNNERS 0 () :z M I- - = 5 (0 011 31-211 - ALUM 05 1.2,3 � 11 11 9 CID � C rol-2)II r21-611 - ALUM 015 1,3 _!o - L_____J ------i 11 11 1� I I J I 11 .1 L_____J L_____j . .I �I \ -4 fit 0 61-011 91-011 - ALUM 05 1,3 = 1� 11 11 = - oz- �,Z, .1-1 _114-I.- ----- I V� 4:10. YL -1 o 11 11 CA in I ih P� *.... n in I 711 I - a --- IE 5 -0111 r -all - ALUM - 11 11 (A - 8#t 1/8" POP RIVETS ALONG q) -ft — r4 (4 0 1 - I I I", %6 a� 11 11 �q hl, I I �t 11 MAX._;, (2) ADJACENT WALLS -1 > I - HORIZ. STEEL OR WOOD DO NOT FASTEN & MAINTAIN #_ W a r-st- � STUD BLK'G. 0 CEILING 3/4- MIN. FREE SPACE 0 -q 0d) ly A55Tq,r.=VIAT IONS, KEYNOTE5, (�) @� 9 (D ANGLE ELEV. OPPOSITE WALLS I— - ALUM ALUMINUM 1. ROUGH OPENINGI SIZE, WE UR40M ELEVATIONS FOR MULLION & CEILING ELEV. LAY IN ACCOUSTICAL "I U1 "I 05 DARK BRONZE ANODIZED PATTER*. WALLANGLE STL STEEL 2. VERIFY SIZE, WIPTI-I TO MATCH DOOR BELOW. W/ 2" HORIZ. LEG C, (] S5 Pr PAINT 3. LOW-E INSULATED GLAS6. as STAINLESS STEEL WINDOW ELEVATION6, ATTACH TO WALL V OR BRUSHED W/ #6 SCREWS I- 0 24" OC 0 U_ DOOR 5CHEDULE I 51.011 � 'O &I-011 "I sin DOM FRAME , J r3***N CEILING 6*1`06TE" T**rPE C3- - - NO. MDTH I I WW TWCK I COE I HATL I FIN I a I RATM MAT'L I FIN I DETAIL I RATWI I HCU. REMARKS _!1 . . %I% A% %I . 3S11 - 4111 - \Arp.y 3/411 211-0 1`111111ftsooloor � . . 1211- 42" -� , = = MIN. z 18 101 PR V-01' 8'-O#1 1 1/4" - AL BA rEmfc i4R AL ISA - NR A I& 0 = — � I -1 _# = - I I .- Lie—evibloch-a ** = Nt -4 (0 CITY COVIIENTS 102 PR 31-011 81-011 NR - PF - NR IS IQ 1`1 I %D ////-4s�CURE TO HANDLE APPLIED LOADS SEE - . 04-03-13 - I L_____A -, L_ I - �n 9 M A - 4-/-"'—SCHEDULES FOR APPOVED ATTACHMENT . DEDICATION 1-011 84-011 11/411 60 WO PF .. �, NR TMY PF - 111v_ % I- I'S I % __ - MI DEVICES. COORJ:>. WITH AHJ FOR SPECIFIC 04 5-13 103 3 C 't . - . . . .NR = E__2 2' =, CY) _11;;;� "�� I . I = TP, 7 r \ REQMENTS. DESIGN REVISIONS 104 PR 31-011 81-011 1 1/4" SC Wo PF - NR i TMY f T- - - 0 IS1 - _L_ -_ 3 04-1-5-13 NR E -1 -1 = ;I \\ UNDERSIDE OF: STRUCTURE C — I I I I 0) In 01 0) X////////////////// A, O>ESIGN ISIONS 106 31-011 &-oll 1 1/4" SC WO " - NR TMY PF - NR 0 - 1� 1� 1� + - -, J \\ LATERAL WALL BRACING 4 FEET - .- .- $129 W6" SHOWER 1306,C< O.C., ALTERNATE DIRECTIONS TO F—, . I , '-w--..6...­6­­ww.wm mmov000mmon . . .1 I WALL \\ STRUCTURE. %% 000 . ., SOUND BATT 4 FEET 0 (Do ro It 36111 - . � - � - � EACH SIDE OF PARTITION DOCR HARDWARE TYPE MAX., r MIN. n WF I 1. N I I I I I I I I I I � SUSPENDED CEILING SYSTEM K ." , I :1 I E PASSAGE LOCh<SET DISPI MIR. I ; I , I � A ENTRY / EXIT HARDWARE (PUSH/PULL) SOWLAGE D-SERIES, ADA LEVER RHOPES DESIGN . u I _ .�; 71 NEOPRENE FOAM TAPE CONT. AUTOMATIC CLOSER, ADA COMPLIANT 2 M BUTT HINGES EACH " '.*, I � . WITH ADA COMPLIANT TWRES14OLD AND 2 ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP . — � I BETWEEN BLOCKS I r � I X ----=4 � ,� I .. I .I -----I - 11 LLEATHERSTRIPPINGG .4 )� I ,, I .. CASIWG BEAD = - � � < - - 2 M BUTT HIWGE5 EACH E 's z r_ . "4 ;e ;e 1. FASTEN RUNNER TO CLG SUPPORT 1: = Mi . I ROUND CONCAVE IRU55ER WALL MOUNT DOOR STOP f q%E-_=L I T E A551FIREE-MATIONS ;b " Y_ _f�41 F_ F_ I.. AT 2 FEET O.C. THRU NEOPRENE � = = I 2OOR 4 ` �t ;� 0 :z . Drawn By Checked By = 'I "t - I AL ALUMINUM WIWI HOLLOW METAL ST STAIN of - r- 07 -1 5 BARN DOOR HAFVWARE ; ; I (14� CA 1 C14� .1 BLOCKS CA CLEAR ANODIZED I � �, MAP D5 W1 WALL MOUNTED OVER HEAD TRACK M MINUTE TEMP TEMPERED - I SOUND BATT I I Z. . . 11 2 ROUND CONCAVE RJ55ER FLOOR MOUNTED WC HOLLOW COW FIT PAINT WV WOOD VENEER INSULATE WASTE _-T MAX. I.. :4 Project Number t Z� ., , GYPSUM BOARD � , . , DOOR STOP PM PRSPAM METAL &C SOLID CORE " t4SULATED 4 HOT WATER S1015 WA" � I" 12-1362 � I " Pft-FINISHED ION PANIC WARD"RE LV ADA-LEVER LOCX.SET SUPPLY .. �_z , :� .1 2x4 WOOD STUDS 6 1611 O.C. � � �, C OFFICE LOCJ<SET FIS FIRE GLASS PP PUSW-PULL I I 8F STOPIEPRIONT I � Issue Dote ,: I :� I � ... SCHLAGE O-SERIES, ADA LEVER RHODES DESIGN MTL PRE-FINISHED METAL FIR FULL-LIGHT FIRENC44 BA PARK BRONZE ANOD. NOTES z 02-21-13 �� rr 2 M BUTT HINGES FL FLUS14 DOOR CL CLEAR GLASS TMY TIMELY FRAME 1. THIS INFORMATION TO BE USED AS A GUIDE FOR CONFORMANCE 1, 0.145 DIA. POWER ACTIVATED DRIVE FIN �� RaND CONCAVE RUBBER WALL MOUNT DOOR STOP VG VISTACOOL GLASS TO GENERAL ACCESSIBILITY CRITERIA - REFER TO PLANS FOR 11 W/ 1 1/4 INCH EMBEDMENT AT Drawing File Name PROJECT-SPECIFIC RESTROOM CONFIGURATION. I 1 4 FEET O.C. MAX INTO DEC< REFER TO 12W2bevelandxplan - I D REST ROOM LOCKSET DOOR NOT 5: I _`,� STRUCTURAL FOR SPECIFIC INFOW. Sheet Number SCHLAGE D-SERIES, ADA COMPLI LEVER RHODES 1, DOOR VENEER TO ISE ARCHITECTURAL APPEARANCE AS 2. CONTRACTOR TO SUPPLY ALL RESTROOM ACCESSORIES ��ACOUSTIC SEALANT AT SLAB . DESIGN SELECTED BY OWNER Roe � 2 M BUTT HINGES 2. CONTRACTOR TO PROVIDE KEYSETS PER OUNE AUTOMATIC CLOSER , ADA COMPLI REOUIREMENTS. /040� AD064 HwaHors /004� F=A;Z0r1mr10N WALL. IrO CZ;ZID PRIVACY LOCK WITH INDICATOR (OCCUPIED/AVAILABLE) 3. ALL DOOR 4 CASEWOFK HARDWARE TO BE AS SELECTED - I � 11 I I i >��_ .�.. - ��� IV 8 ( � 1 3A 11 ) 11�1'1, Re-XIND CONCAVE RUBBER WALL MOUNT DOOR STOP 15Y OWNER 11 I 0 11 21 41 11 I Ili .311 611 to / AV i I \,4rP-y ,/4 = I \,4rp-,V 1 1/2 = I � - 1`111111IM01011110V a "'1111I.MM000 11 - I I I PERMIT SET I . - , PROFFs I N FF s% 51 9PE � cc - - I R ON " �qN 2 1 OgV�D J Expires: 6-30-13 J J N W W z E C3 N Z � � CW.7�pn c ZmrN p F-- mNm - ��@ C:)C) C5 cn 5TRUCTURAL NOTE5 2-1�N_ c oM oE�- CODE: 2010 O.S.S.C. =r n-°- W DESIGN LOADS: DEAD LOAD ROOF: 15 PSF LIVE LOAD - 100 PSF SNOW LOAD 25 P5F SEISMIC SDS = 0"12 WIND: ASCE 1 95mph 3-SEG GUST EXP.B NET WIND UPLIFT a ROOF l PSF ' SOIL BEARING - 1500 PSF ASSUMED HOLDOWN 5GHIEDUL EARTHWORK: 1. EXCAVATE TO LINES 4 LEVELS SHOWN ON DRAWINGS. ALL FOOTINGS TO BEAR MARK HOLDOWN BOUNDARY ANCHOR ANCHOR CONCRETE:ON FIRM UNDISTURBED NATIVE SANDS NUMBER STUDS THGK'N SLAB(6) EXT"STEM WALL (6) 1. REFERENCE SPECIFICATION - ACI 301.PLANT MIX PER ASTM C94. - NO HOLDOWN REQ'D 2. STRENGTH: A. GROUND FLOOR SLAB - 3,000 PSI AT 28 DAYS 1. HDU2 OR PHD2 (2)2x 5ST5I6 OR ST516 55T520 OR ST520 DISCLAMR: THE WGMTtle AND STAMP FOR THESE STRJCTUeAL DRAWIWIS ARE VALID ONLY WHEN B. FOOTINGS,WALLS 2,500 PSI g 28 DAYS ACLL'1'PANIED BY A DEVELOPMENT AND LOT SPECIFIC 3" REINFORCING - ASTM A615,GRADE 60. LAP BARS AS SHOWN ON PLAN WITH 2. HDU4 OR PHD2 (2)2x SSTBI6 OR ST516 55TB20 OR 5T520 �n B4IURAL LLC AIDsEALMWITH A MIN.LAP OF 44 BAR DIAMETERS.PROVIDE 24" HOOKS AT CORNERS. WET STAMP AND SO NTHIS S M. CEN TR CTI STAMP APPEARS CiJ THIS 5V�Et.CONSirdICiION 4. BOLTS: 3, HDU5 OR PHD5 (2)2x 567524 OR ST524 55TB24 OR 5TB24SHALL ISE PEWOZ'ED ONLY WITH A DRAWWG SET A. ANCHOR BOLTS - ASTM A301 APPROVED HY THE LOCAL ARSDICTION. B. EXPANSION BOLTS - HILTI KWIK-BOLT-TZ. SPECIAL INSPECTION REQUIRED. 4. HDU8 OR PHD8 (3)2x 56TB34 OR 5T534 657534 OR ST534 C. ADHESIVE ANCHORS - HILT[-RE 500-5D OR 51MP50N SET-XP. SPECIAL INSPECTION REQUIRED. 5. HDUII OR UPHDS 11>6x NIA 551x30* HDUII 5. COVER - AS FOLLOWS UNLE55 SHOWN OTHERWISE ON PLANS. A. CONCRETE PLACED AGAINST EARTH - 3" 6TB34 ® UPHD8 5. FORMED CONCRETE AGAINST EARTH - 2". OFEN UJ E3 ROOF TR�55 5- R D U I C. - ONDPER ARCHITLOOR ECT LAS - � 6• HDUI4 0R TDX14 (l)bx N/A 651x30 6. FINISH - PER ARCHITECT l" SUBMITTALS: (4 COPIES) 1" MSTC28 (2)2x N/A N/A A.MIX DESIGNS PER IBC, 1903 B.REINFORCING SHOP DRAWINGS 8" TC40 (2)2x N/A N/A 15G TAE3LE 1104.3 STRUCTURAL STEEL: 1. REFERENCE STANDARD - A15C SPECIFICATION FOR THE DESIGN,FABRICATION 9" 1`15TC66 (2)2x N/A N/A REQUIRED VERIFICATION AND IN5PECTION OF 5TEEL CON5TRUGTION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. MATERIALS: NOTES: A"SHAPES - ASTM A992. VERIFICATION AND IN5FECTION CONTINUOUS PERIODIC REFERENGED 5TANDARD a 15G REFERENCE 5.PLATES - ASTM A512. L INSTALL ALL HOLDOWNS PER MANUFACTURER SPECIFICATION PER G-2009 SIMPSON C"TUBES - ASTM A500,GRADE B. 3, WELDING - BY CERTIFIED WELDERS PER AWS SPECIFICATIONS. ElOX STRONG TIE CATALOG OR USP 54TH EDITION CATALOG. 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND WASHERS: ELECTRODES" 4. BOLTS - A5TM A301. GALVANIZE ALL 50LT5 EXPOSED TO WEATHER 2.MATCH STUDS ON SCHEDULE FOR WALLS BELOW ON ALL WALL TO WALL HOLDOWNS. Lu cf) A. IDENTIFICATION MARKINGS TO CONFIRM TO ASTM STANDARDS APPLICABLE ASTM 5" FINISH - PER PROJECT SPECIFICATION. X 3.(2)2x OR(3)2x STUDS NAILED TOGETHER WITH(2)ROWS OF 16D ® 3" O.C"STAGGERED. MATERIAL SPECIFICATIONS: A15C 335,SECTION A3A: 6. SUBMITTALS - SHOP DRAWINGS,4 COPIES. Coil SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. AISC LRFD,SECTION A33 CARPENTRY: 4.REFER TO SHEARWALL SCHEDULE AND TYPICAL SHEARWALL DETAILS FOR WALL - 1. REFERENCE SPECIFICATION - 15C CHAPTER 23. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X 2. LUMBER - DOUGLAS FIR WITH MOISTURE CONTENT PER SPECIFICATION. ALL LOCATIONS AND CONFIGURATIONS. IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED. 2. INSPECTION OF HIGH-STRENGTH BOLTING: GRADE AS FOLLOWS. 5.REFER TO SIMPSON OR USP CATALOGS FOR MINIMUM EMBED OF ANCHORS INTO CONCRETE. A. POSTS AND BEAMS 6X AND GREATER - D.F.NO 1. A. SEARING-TYPE CONNECTIONS. - X 5. POSTS AND 5EAM5 4X SMALLER - D.F. NO 2 OR BETTER 6.USE 5ST5L MODELS 10 3x SILL LOCATIONS. AISC LRFD SECTION M25 1104.3.3 C. STUDS - D.F.STUD GRADE OR BETTER 5. SLIP-CRITICAL CONNECTIONS. X X D. PLATES 4 SILLS - DF NO.2 P.T.AT CONCRETE SLAB. Lu - KILN DRIED DF.STANDARD TYPICAL LU I 3. SHEATHING - PLYWOOD,ORIENTED 5TRAND5OARD OR APPROVED EQUAL. 5H�AR LUALL 5CHEDULE(1 13) 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. ROOF 4 WALL SHEATHING - APA 24/0" THICKNESS 4 NAILING PER PLAN" B. FLOOR SHEATHING - APA - 48/24. THICKNESS AND NAILING PER PLAN. MARC REF NOTES: (1,9) Note: (2) EDGE NAIL'G FIELD NAIL'G SILL 70 CONCRETE SILL TO WOOD SHEAR TRANSFERLu A. IDENTIFICATION MARKINGS TO CONFIRM A5TM STANDARDS ASTM A 6 OR ASTM A 568 SHEATHING NAIL 61ZE SPACING SPACING CONNECTION"NOTE: (3) CONNECTION.Note(1) CLIPS(8) SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS" 4. GLUE LAMINATED BEAMS - DOUGLAS FIR,COMBINATION 24F v4,FABRICATED WITH 1108.4 WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. A rz" DIA.AB.9 42"0/C OR 5. MANUFACTURER'S CERTIFIED MILL TEST REPORTS. ASTM A 6 OR A5TM A 568 5. F.T.GLUE LAMINATED BEAMS - EWS 24F-V5Ml /SP,FABRICATED WITH � 065(1)SIDE l6) ad 6" 12° MASA ANCHORS g 48"O.C. 16p e 6" 0/C A35 OR MPAI g 24"O/G WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. „ Irz"DIA"A.B. B 24" 0/C OR m II II II X 6. GLUE LAMINATED COLUMNS - DOUGLAS FIR,COMBINATION 24F-V8,FABRICATED 5 � OSB (1)SIDE (6) 8d 4 12 MASA ANGHORS e 36" O.G.(12) 16D s 4"O/C A35 OR MPAI 18"OIC " 'i" 4" MATERIAL VERIFICATION OF WELD FILLER MATERIALS: WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. Ir z��DIA.A$.m 18,� 160 g 3"O/C g 0/C OR v � OS5 (1)SIDE B,6) bol 3 12 A35 OR MPAI 12" 01C A. IDENTIFICATION MARKINGS TO CONFORM 70 AWS SPECIFICATION Al-EC,ASD,SECTION A3b 1" CONNECTIONS - SIMPSON 5TRONG-71E OR USP,GALVANIZED. GI MASA ANCHORS 6 24" O.C.(12) C IN THE APPROVED CONSTRUCTION DOCUMENTS. AISCLR=,SECTION A35 8. BEDLAM 2.OE LVL by REDBUILT Irz"DIA.A.B. 6 16" OIC OR � � 9. FRAMING - PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SHOWN" D OSB(1)SIDE 156) ad 2 12" 16D 2" O/C A35 OR MPAI 10" O/C MASA ANCHORS a 20" O.C.(12) 5. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. REFER TO IBC SECTIONS 2324,2325 AND 2326. Irz" DIA,AB, a 12"0/C OR - 10. NAILING - USE COMMON TYPE NAILS. MINIMUM NAILING PER 150 E V 055(2)SIDES(4,5,6) 8d 4" STAGGERED 12" 16D g 2" OIC A35 OR MPAI l" O/C MASA ANCHORS e IS" O.C.112) �-"-- 5. INSPECTION OF WELDING: TABLE NO.23-I-Q UNLESS NOTED OTHERWISE ON PLANS. A. STRUCTURAL STEEL: _ F " 055 (2)SIDES(4,5,6) ad 3" STAGGERED 12" Irz° DIA,A$. 10" 0/C OR 16D 3" O/G(2)ROW5 A35 OR MPAI 9 5"O/C COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL MASA ANCHORS a 12" O.C"(12) STAGGERED NAIL NAIL DIAMETER LENGTH APPLICATION 7 rz" DIA.A.B.9 8" O/C OR 16D * 2" 0/C(2)ROW6 I) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X G />6 OSB l2)SIDES 14,5,61 Sd Z STAGGERED 12 MASA ANCHORS g 10"O.C.(12I STAGGERED HGAIOKT e 1 O/C 30D COMMON 0201"0 P-NAIL 4-1/2" 3X DECKING 2) MULTIPA55 FILLET WELDS" X 40D COMMON 0225"0 P-NAIL 5" 4X DECKING AWS Dl.l 11043.1 NOTES: 3) 61NGLE-PASS FILLET WELDS 5/16" > X 200 COMMON 0.192"0 P-NAIL 4" FRAMING 1) C-D,D-C SHEATHING,PLYWOOD PANEL SIDING AND OTHER GRADES COVERED IN P51-95. ALL WALL CONSTRUCTION TO CONFORM TO 0650 4) SINGLE-PASS FILLET WELDS 5/16" G X 16D COMMON 0.162"0 P-NAIL 3-1/2" FRAMING TABLE 2306.4.1. IOD COMMON 0.148"0 P-NAIL 3" FRAMING 2) USE COMMON WIRE NAILS FOR ALL WOOD SHEATHING AND COOLER NAILS FOR GYP50ARD SHEATHING" 5) FLOOR AND DECK WELDS. X AWS D13 N/A 0.148"0 P-NAIL 2-3/8" FLR SHEATHING 31 AB.MINIMUM 7 EMBED INTO CONCRETE. 3X3„XI ra„ PLATE WASHERS REQID AT ALL SHEAR WALL AB.s. N/A g MASA ANCHORS" 5. REINFORCING STEEL: 81) COMMON _0.1314 P-NAIL 2-1/2" ROOF SHEATHING 4) PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR THICKER AND NAILS ON EACH SIDE IJ VERIFICATION OF WELDABILITYN/A 0,162"0 P-NAIL 3-1/2" STRAPS SHALL BE STAGGERED" 5H ARWALL OF REINFORCING STEEL PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED OTHER THAN ASTM A 106. X 11" DRYING - TO A MAXIMUM MOISTURE CONTENT OF 15%. 5) 3X OR DBL 2X FRAMING AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED" � C/��� 2I REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL 12. SUBMITTALS - SHOP DRAWINGS,4 COPIES. 6J ALL EDGES BLOCKED. 13. OPEN-WEB ROOF TRUSSES: 5 G H E D U L 5 / AWS DI.4 1903A..52 ATRUSSES TO BE DESIGNED B REDBUILT l) COMMON WIRE NAILS. FORCES IN INTERMEDIATE AND SPECIAL MOMENT •-� FRAMES,AND BOUNDARY ELEMENTS OF SPECIAL X AC1318: 352 5" DEFLECTION SL L/180 8) CLIP TO BE ATTACHED FROM CONTINUOUS BLOCKING TO TOP OF CONTINUOUS TOP PLATES" I I REINFORCED CONCRETE SHEAR WALLS AND SHEAR DEFLECTION TL L/240 5 T R�G T l� A L REINFORCEMENT. C. SUBMITTALS: (3 COPIES) CLIPS ARE NOT REQUIRED AT GYP 51) WALLS BUT BLOCKING IS ATTACHED PER THE TOENAILING SCHEDULE, I"SHOP DRAWINGS 4 CALCULATIONS TO BE STAMPED BY A REDBUILT 9) SEE ATTACHED TYPICAL SHEARWALL DETAILS. �� 3) SHEAR REINFORCEMENT. X ENGINEER FOR APPROVAL. 14. UNLESS NOTED OTHERWISE,ALL BEAMS 4 GIRDER TRUSSES TO BE 10) SHEATHING TO BE STRUCTURAL I SHEATHING. 4) OTHER REINFORCING STEEL. X SUPPORTED A7 ENDS BY: 11) VALUES ARE FOR FRAMING OF H-F" A" MULTIPLE STUDS EQUAL TO BEAM WIDTH(TRIPLE STUD MIN)WHEN 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE X LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO 12) SEE PLAN FOR WALLS WHERE SEISMIC DESIGN SHEAR IS GREATER THAN 350 PLF(ASD). 3X OR DBL 2X AT PANEL EDGES AND SILL. REVISIONS: WITH APPROVED CONSTRUCTION DOCUMENTS: 110432 FOUNDATION WITH SOLID BLOCKING A7 FLOORS. CONN STUDS STAGGER NAILS. NAIL AND GLUE D5L 2X SILL TOGETHER W/IOD GALVANIZED 6 4"0/C STAGGERED,OR USE A 3X. A. DETAILS SUCH AS BRACING AND STIFFENING. TOGETHER WITH 16D 9 12" O.C. S" MEMBER LOCATIONS. 5. SOLID P05T EQUAL TO BEAM WIDTH WHEN FREE STANDING. FOR WALLS WITH THE LARGER SILLS,ANCHOR BOLT SPACING MAY BE INCREASED BY A FACTOR OF 125 FROM THE TABLE ABOVE DUE 70 THICKER SILLS. C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. 13) 1/16" PLY 15 ACCEPTABLE IN LIEU OF 1/16" OSB DATE: 5.13.13 SCALE: DRAWN: JPC J05 NO: SD-13=®1 �G FF PROO cc 51 9PE 'L 311/2" 6VfR ON , �9N 12, 5 5 1/2" Expires: 6-30-13 TYP 2 1 r - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- -- - -- - -- - --- - - - 3 -- � L x 4x31isx%6 L x 4x31�ix5i(b L x 4x31�2x�b L x 4x31�2x�6 LU SI 0 PSF Z E 6x10 6x10 6x10 6x10 = C-0 co �r - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - 1 I P: F 1 Zpp,—cam p CV O) c I I = cnm@) HDU4 OR HDU4 OEl R HDU4 OR HDU2 OR PHD2 (2) PHD2 (2) PHD2 (2) PHD2 (1) DRIFTED SNOW—� _ Z cn o o li�•n 0 32" RED-L ROOF TRUSSES v cn c IN ADDITION e 24" O.C. �oco co E TO 25 PSF THROUGHOUT FIRST 10'-8"FROM WALL U.N.O. r c u, I I I I U I i I I I -- - - - - - -- -- --- --- LX 1 I ( I 40 l X o X X IT I 1 I I I I ' I SLOPE PER ARCH ROOF SHEATHING U.N.O. 1 3/4° G.D.X.PLYl000D OR OSB.W/24/0 MIN SPAN RATING.FACE GRAIN PERP. LEGSTO e AND BAOUNDARY I��O.C.FI�LDEDGES DISCLANNER: TFESWNAT AND ONLPPOR tFESE HDU2 OR STC.CTt RALANI D BY A D ARE VALID AND li LaT PHD2 (U I I SE OF STMED BY A DEaLAlm AND Ai; ro - _ INDICATES WALL ABOVE FRAMING LEVEL 1 ( ( SET 4 aILTM WX A7 LC*0 Si WITH PRFPAFED BY 2 ti WEFT STAMP ?0 S&IATI�BY THE ENGMEER UHOSE A 3 1 I ( 1 STAMP APPEARS ON THIS 5,41 CONSTlliii --J 1 SHALL BE PiMY WITH A DR W%SET INDICATES WALL BELOW FRAMING LEVEL DBL TRUSS APPROvED 5Y TWE LOCAL a �icna� X INDICATES COLUMN ABOVE 1 1 o o o o M Np'CATES DETAIL REFERENCE I I ( 1 m iK m •vX- APPLIES TO ALL SIMILAR LOCATIONS I I v HOEDOWN TYPE < SGHEDULE HDUx(x) MARK NUMBER lx)ON SHT SO 9 I I I IT I DBL TRUSS ---EXTENT OF SHEARWALL SHEATHING SEGMENT DRIFTED SNOW DRIFTED SNOW IN ADDITION TO 25 PSF IN ADDITION TO 25 PSF _INDICATES SHEARWALL TYPE I ( ( I THROUGHOUT THROUGHOUT PER SCHEDULE SHT SO I I I ( 30 PSF 30 PSF HDU2 OR I e IND CI[INDICATESHOLDOLN PHD2 (1) e TYPE.(1)g EA END OF I I I I O PSF 0 PSF jWALL SEGMENT PER I I ( ( DBL TRUSS SCHEDULE SHT SO HU412 HNGR X o "` �l TYP X X X > �� X iX LL I1LIA o r I I 3/2'GONG.SLAB-ON-GRADE W/OPTIONAL 6x6 I ( DBL TRUSS > 10/10 W.WM.ON MIN 4"COMPACTED ROCK I ( 1 I 1 W/coNrRol JolNrs Lu - II I I II I Lu 32"RED-L ROOF TRUSSES \e 3. 1 s+ 48" O.C.UN.O. HDU2 OR I 1G PHD2 (1) I I 6x6 �! HSS 5x5x% I HSS 5x5x (� DBL TRUSS 1 — tq M. la c<1 M o X X X — I I 1 I I DBL TRUSS i 1 I I I � TYP � 1 TYP i 1 I I I I I 6x6 HSS 5x5x%& e HSS 5x5x�b STL ROOF DECK: 1 I I II1/2" TYPE H55-3(o 1 ( HATCHED AREA: 20GA 42 PSF MECH ZONE 1 1 FOUNDATION 1 I X i I I I 6x6 5HA UJALL i I i i HSS 5x5xf6 1 I HSS 5x5xi� FL AN5 i I I I I I I 1 iX DRIFTED SNOW�� - X REV1510N5: 1 ( I IN ADDITION 32"RED-L ROOF TRUSSES _o ' TO 25 PSF m 24" O.C. HSS 5x5x3j I I HDU4 OR HDU4 OR HDU4 OR I I THROUGHOUT - FIRST 10'-0"FROM WALL 1 PHD2 (2) PHD2 (2) PHD2 (2) HSS 5x5x%, 1 IL - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - I 6x6 6x10 6x10 6x10 x L –7-7777 — 40 PSF -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - Lx4x31i2xi) - ------ Lx4x31'/2x% - Lx4x311/2x% Lx4x31l/2x% p/` /T� : 533 1 5GALE: 1/411 = 11=0 II 3 J05 NO: 5p=13=®1 TV I ULDING #3 FOUNDATION FLAN � (7) ULDIN #3 ROOF FRAMING / MAIN FLOOR 5HEAR WALL FLAN 2 SCALE: 1/4"=1`-O" ® 2 SCALE: 1/4"=I'-O" �- o PN DFFss MAX. _ - - �G ,6 �o cc 1 9PE _.._.._ bR ON 2, 10�� �DJ. N II Expires: 6-30-13 II 9 W W z E I SCALE: 3"=I'-0" z C °O � c VENEER PER ARCH w/FLASHING ---- F'— cO N 07� k WEEP HOLE PER ARCH PROVIDE MIN 22 GA x 3/4" om��� GALV.TIES w/HOOK OVER v N V . 9 GA.HOR JOINT WIRE. z c� c° c REFER TO SPECS FOR END POSTS g SHEARWALLS o cR o c PER PLAN k HER LL a =TCL w ACTUAL SYSTEM; SCHEDULE. WALL TEES SHALLI PROVIDE WALL 5HT'G EDGE u BE SPACED 50 AS TO NAIL'G FOR FULL HT OF EA STUD NOT SUPPORT MORE THAN 2x6 STUD WALL 2 5Q.FT OF WALL w/MAX g 16 O.C. DBL 2x TOP iE HORIZ SPACING = 24" O.C. P.7.2x6 lE w/ANCHOR 1/2" APA RATED � 2-1od g EA STUD WALL SCHED BOLTS e 4'-0" SHEATHING HOEDOWN TO TOP fE 2x6 STUD PONY WALL PER SCHED O.C. k WITHIN 12" OF ALL SEE SCHEDULE 6 24" O.C. CORNERS k OPNGS EDGE NAIL'G OVER SILL SEAL (UN.O.) 2x4 KEYWAY i8" x 1" TOOLED OR ON SHEARWALL PLAN 0 SAWN JOINT w/ CONC.SLAB CONC.SLAB EPDXY JOINT FILLER PER PLAN IA /53.1PER PLAN H F1t^Cr — DIscLAMP TI£WAANKE AID 67AMP FOR TWEE StR.ICiURAL DWYIkNGS ARE VALID ONLY WHEN 6 16d Wt OF scSTRiCU�Wr€ ELACLt DEDDPwIYTuFa \\\\\\\\ /\\�\\�\\� \ \ \\j\\\i\\ °4x48 g 48" O.C. sra+P API-EARS as nus SHEET.coNsrsacnoN ANCHOR BOLTS WET STAMP AND SIGNAT.W BY THE E%*-M WHOSE \ /���' /�`/� / PER PLAN k �� /�\// //\//�\//� SHALL BE PERr'ORYED Ct$.Y WITH A DRAWR�Ki SET ALTERNATE BEND \'7 / APPRovED BY T+iE Lova axnsDlcnoN. SHEARWALL z \ \\ \\ SCHEDULE 2'-�" 2'-0" �— *4 VERT g 24 MAX \ ////// 04 BARS CONT. s 18" O.C. -- \\ /\\/\\/�\\/ MIN I-TOP k BOTTOM HEADER PER PLAN PROVIDE 24" HOOKS 6 ALL Tl'P CONSTRUCTION JOINT CORNERS k INTERSECTING WALLS / 16d m 8" O.C. x i" SAWN CONTROL JT `� %\ ------ ------- \ BEFORE SHRINKAGE _ \\ CONCRETE FOUNDATION CRACKING. FILL w/EPDXY SINGLE 2x KING STUD JT FILLER NOTE: USE DBL KING STUD WHEN OPNG WIDTH 15 GREATER l2)"4 BARS CONT. THAN 48",TYP U.N.O. PROVIDE 24" HOOKS "' \ % % \ SINGLE 2x TRIMMER/\ g ALL CORNERS > INTERSECTING WALLS CONC.SLAB PER EXCVr'D OR FILL GRADE TYP CONTROL JOINT PLAN IA FONDATION T�'FIC>4L 'FLOOF, JOINT5 T"''F HEADER TO 5IDE J,41�5 (�.N.OJ ' ' 'I SCALE: I"=1'-O" 2 SCALE: 1"=1'-O" SCALE: I" = 1'-O" SCALE: I"=1' O" 1 II a4 C-�Il H55 COL PER PLAN — 4 2x6 NAILER s' 1-SIDE w/ 11/2"Ox3" THIRD NEL-5TUD5 ,9 18"O.G. g EA SIDE BASE IE h"x511/2xO'-11" --- I" +/- NON-SHRINK \ Lu/2-5/" x12 A 's B GROUT g 101,o.c. �- II 5x5 GOL / f5,45 E) TAIL5 REVISION5: DATE: 5.13.13 5GALE: III a 11-011 DRALUN: jf=G JOB NO: 5®g13=0I 0 PRO,cFS - 51 9PEIN N \ 6V 'L 2x4 PONY WALL ON 1/2" PLY OR OSB w! qN 12, 19°' Oq��D J ND�� � 2x4 PONY WALL - � ad g61, o.c. 4 g 16° o.c. 12" O.C.FIELD Expires: 6-30-13 ?C 3-12x4 KICKERS 9 16" O.C.w/ J 64 g PARAPET WALL �s" PLY OR OSB w/ — - J • 4 H2.5A CLIPS 9 NAIL'R ad 9 6"O.G. 4 N 12"O.C.FIELD w 1 2x6 NAIL'R w/ w z E I 6 EA ROOFWJST 2x4 KICKERS 9 16" O.C.wl 3-16d a PARAPET WALL ROOF SHT'G 4 H2.5A CLIPS g NAIL'R FULL HT 2x6 STUD WALL m 16 I, O.C. PER PLAN IT =-4 rn C" N CD CC M 01 2x6 NAIL'R w/ C) Lo C7o 2-"12 SCREWS . z U) a;•_ VENEER PER ARCH g EA ROOF JST I ad g 6" O.G. o coo 0 E 41 /53.1 1 - —0-0- w ad 6 3" O.C. c ) CONT.DBL. ROOF SHT'G 2x4 FLAT BLK'G/T512 STRAP V 2x TOP IE w/ PER PLAN 32" O.C. SPLICE PER 4/54.1 ROOF SHT'G BEVELED PLATE BY PER PLAN REDBUILT MAY BE REQUIRED DEPENDING C ON ROOF SLOPE Sdg6" O.G. 2x BLK'G LIU CONT.DBL. 2x TOP P w/ SPLICE PER 4/54.1 CONT.4x6 w/M5TG28 STRAP g SPLICES SRAL ��A5TT4�SE TZRDPA➢ AVLIHUgN CONN.TO WALL w/ ACCOMPANIED aY A DEVELOPMENT AND (7r SPECIFc SET OF STRUCTURAL CA-W-AIM PF£PARED BY 1-51DS i4"x6" SCREW Roma CONSULTING ENGR EERS LLO A,o SEALED WITH A BEVELED PLATE BY 6 EA STUD 4I UET STAMP AND SK WA;E BY THE R4KER 04OW REDBUILT MAY BE 1-SDS ii4"x6" SCREW 9 6" O.C. I SHALL BE AMP PE ARS CN gatx wruADRA�uW.SET REQUIRED DEPENDING TO BLK'G ( A"ROYM BY Tif LOCAs JAWICTION. ON ROOF SLOPE ROOF JSTS ROOF J5TS--� -- ROOF JSTS \ / PER PLAN PER PLAN \ / PER PLAN \ \/ /X\ HDR PER PLAN HDR PER PLAN — /X\ HDR PER PLAN /X\ / \ 4 DETAIL 4/53.1 4 DETAIL 4/53.1 / \ 4 DETAIL 4/53.1 / \ ,-< == � I�I If_II 'III III III 2x6 STUD WALL 2x6 STUD WALL 2x(o STUD WALL a I6" O.G. g 16" O.C. 9 16" O.G. �— dL VENEER PER ARCH VENEER PER ARCH 41 /53.1 41 /53.1 II 11A WALL 5HT'G -- — WALL 5HT'G WALL SHT'G Lu N"J PER SCHED PER SGHED 7NPER 5CHEDMl u FF F. RCOF J5T5 5TUE) �JALL / FAfRAP T . ROOD JF � F� UJALL / FAFAFET FARALL L FCCF J5T5 5U) UJALL / FAf�,)AF TCID . SCALE: 1"=I' O" 2 SCALE: i"=I' O" U SCALE: I"=1' 0" 48" MIN LAP STAGGER NAILS 16d IV 3" O.G. 71 16d 9 16" O.G.TYP. PLAN VfEW D TA1 5 2-1(od 9 EA. CONT,DBL.2x TOP STUD PLATE (1) 2x STUD5 9 RE V 151 ON5: NOTES ELEVATION l.)SEE ROOF!FLOOR FRAMING PLAN 4 NOTES OTOF FLATS 5FL ICE — SCALE: I"=1'-O" DATE: x.13.13 5GALE: 1" DRAWN: JFG J05 NO: 5D-13-01 0 f A�kA,;i;ra L 1 r VY$,a GENERAL NOTES• dj' o � � ��. :. fa`s ib E ' c R J 1. Contractor is to verify all plant quantities. r7 - A TK S W 1_J E V E L A N D S T. 2. Adjust plantings In the Heid as necessary. N� � 1,0, will � 3. Project is to be irrigated by an automatic, underground system, which O) 1,, �, will provide full coverage for all plant material. System is to be design/ O build by Landscape Contractor. Guarantee system for a minimum one d year. Show drip systems as alternate bid only. C C 3 4. All plants are to be fully foliaged, well branched and true to form. � O d- PLANT LIST: GENERAL LANDSCAPING � �o � # SYM. LATIN NAME/ Common Name SIZE SPACING o c� �i G' � V GROUNDCOVER/ORNAMENTAL GRASSES `'� • o — — — — 72 CMI CAREX MORROWII 'ICE BALLET' 1 gal. 18" o.c. x W �..� -- Ice Ballet Sedge 1° �•••• 'Z'3 • ...... 143 EAR EUPHORBIA AMYGALOIDES VAR. ROBBIAE 1 gal. 3' o.c. .T �✓ PARCEL 3 � 10 - CIC --- PARCEL 1 Robb's Spurge ® 156 WF WALDSTEINIA FRAGARIODES1 gal. 2' o.c. o 39 - EAR I 2 - CBE I Barren Strawberry N act Q,. SHRUBS �,°' �..... o K, wI , W Y o v', -C 39 - EAR 72 CIC CISTUS INCANUS CRETICUS 1 gal. 30 o.c. H LO ,�,,•, Creticus Rock Rose U)a CL 44 CSK CORNUS SERICEA 'KELSEYI' 1 gal. 30 o.c. I Kelsey Red—Osier Dogwood 0)0- 37 Q �- i 37 MC MYRICA CALIFORNICA 5 al. 5' o.c. M •` �' i g , 00% Pacific Wax Myrtle TREES BUILDING BUILDING 1 6 ATK ACER TRUNCATUM X ACER PLAT. 'KEITHSFORM' 3 1/2" cal. As shown Norweigan Sunset Maple _.._. .. 11 CBF CARPINUS BETULUS 'FASTIGIATA' 2 1/2" cal. As shown I I Pyramidal European Hornbeam 2 CBE CARPINUS BETULUS 'FASTIGIATA' 3 1/2" cal. As shown Pyramidal European Hornbeam ,�_ . .. 8 JSC JUNIPERUS SCOPULORUM 'COLOGREEN' 6-7' ht. As shown Cologreen Juniper z wig 1 2 - CIC PLANT LIST: _ -- 1 6 - CIC Ca c41 �- i EXTENDED DRY BASIN (564 SF) - • • • • • # SYM LATIN NAME/ Common Name SIZE SPACINCl G - • ... .-.- V - 12 — C M 1 � EMERGENTS & HERBACEOUS PLANTS ($4 SF) (See Note) � •� , o • ° ( 21 BC BIDENS CERNUA 1 al. 1 per 2 sf r � M V M 2 - CBF r Nodding Beggartick 1.5� min ht. 41 A o 21 SM SCIRPUS MICROCARPUS Plugs 1 per 2 sf 1 0 —CSK • Z • • I I • • ° i �- Small—fruited Bulrush (� 0 D D Z Q " _...,_....._.__ _ 14 _ CSK p SHRUBS (480 SF x 0.05) nL -" — — 29 —WF �� 8 CS CORNUS SERICEA 1 gal. 3' o.c. _ Redosier Dogwood 2 min ht. 4 -CB E ° 8 —CICi I 8 RP ROSH PISOCARPA 1 al. 3' o.c. I to j- 6 S K 9 • Clustered Rose g 1.5' min ht. . — 8 SD SPIRAEA DOUGLASII 1 gal. 3' o.c. r-- Douglas Spiraea 1.5' min ht. _ 6 - CIC 24 - CSI .. . .. ..... .. 8 -MC - _ � p p TREES (480 SF x 0.01) 26 - WF _ D •D_ D D D x 3 PEPRUNUSUrRGiNATA gal. As shown Bitter Cherry 2' min ht ......... ........................................... . ° PARCEL 2 2 RP RHAMNUS PURSHIANA 1 gal. As shown 10 — C I CZ Cascara 2' min ht. �tvisiGnb D p D SEED MIX 65 - EAR FREEBOARD AREA SEED MIX ..... I 14 - M C ,� See Specifications 26 — WF BUILDING 2 NOTE: Emergent and herbaceous plants in treatment area shall be planted ........ ........ and established prior to initial use of Detention Pond. D D D p D X CLEAN WATER SERVICES CALCULATIONS: I d rj Z EXTENDED DRY DETENTION POND > D D > E X TE E D (� TOTAL ON—SITE AREA = 564 SF R Y A S! N D _ J TREATMENT AREA = 84 SF D _ o TOTAL PLANTS REQUIRED = 42 TOTAL-i PLANTS PROPOSED = 42 11 L-1 wn 8y Checked By _ '-L� `i` _ `z DraKp , > > > FREEBOARD AREA = 480 SF .71-0 Y,. ... .. ............. ....... ._ �, v v v o v o _ Project Number D p fl �. ° ° TOTAL TREES REQUIRED(480x.01) — 5 t TOTAL TREES PROPOSED= 5 12-982 TOTAL SHRUBS REQUIRED(480x.05)= 24 Issue °°ta TOTAL SHRUBS PROPOSED= 24 02-22-13 Drawing File Name 12 - MC 10 -CIC 14 - CSK 5 —CBF —CB1— 6 —CMI —CMI 55 —WF C Sheet Number 4 LANDSCAPE PLAN SCALE 1 1$ = 10'—0" 1 OF 2 i p> IlS� atT"�, y 4 TUNE A# U SPECIFICATIONS PLANING: HERBICIDES: Removal of invasive non-native species is required by hand far the entire wetland buffer area. If � � ���, ,p � „ REQUIREMENTS necessary, excessive weed growth may be treated with Rodeo or Garlon 3-A (or approved equals) in strict M GENERAL All plants shall conform to all applicable standards of the latest edition of the American Association of Nurserymen Standards", A.N.S.I. Z60.1 GENERAL: accordance with the manufacturers instructions. �t E 1973. Meet or exceed the regulations and laws of Federal, State, and County regulations, regarding the inspection of plant materials, certified as free from o , hazardous insects, disease, and noxious weeds, and certified fit for sale in Oregon. ,,? 1. No structures, development, construction activities, gardens, lawns, application of chemicals, uncontained areas FERTILIZER: Do not apply fertilizer to any plantings within the Vegetated Buffer or Water Quality Swale/Pond. The apparent silence of the Specifications and Plans as to any detail, or the apparent omission from them of a detailed description concerning any point, of hazardous materials as defined by Oregon Department of Environmental Quality, pet wastes, dumping of r A shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of first quality are to be used. All materials of any kind, or other activities shall be permitted within the sensitive area which may negatively impact PLANTING TREES AND SHRUBS: Plant upright and face to give best appearance or relationship to adjacent plants rn interpretations of these Specifications shall be made upon the basis above stated. water, except those allowed in R&O 07-20, Chapter 3. and structures. Loosen and remove twine binding and burlap from top one-half of root balls. Cut off cleanly all ci ° broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while o Landscape contractor shall perform a site visit prior to bidding to view existing conditions. 2. Prior to any site clearing, grading or construction the water quality facility area shall be surveyed, staked, working each layer to eliminate voids. Plantings shall be tagged for dormant season identification and shall 0)3 and temporarily fenced per approved plan. During construction the area shall remain fenced and undisturbed remain on plant material after planting for monitoring purposes. H &_ • PERFORMANCE QUALITY ASSURANCE: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary horticultural except as allowed by R&0, Section 3.06.1 and per approved plans. C.) O d practices and who are completely familiar with the specified requirements and methods needed for the proper performance of the work of this section. PLANT IDENTIFICATION` Plantings shall be tagged for dormant season identification. Tags to remain on plant m -cy K) NOTIFICATION: Give Landscape Architect minimum of 2 days advance notice of times for inspections. Inspections at growing site does not preclude 3. If there is any activity within the sensitive area, the applicant shall gain authorization for the project form aterial after planting for monitoring purposes. i "Standards" the Oregon Department of State Lands (DSL) and US Army Corps of Engineers (USACE). The applicant shall o h O Landscape Architects right of rejection of deficient materials at project site. Each plant failing to meet the above mentioned Standards or otherwise failing to meet the specified requirements as set forth shall be rejected and removed immediately from the premises by the Contractor and at his expense, Provide Clean Water Services or its designee (appropriate city) with copies of all DSL and USACE project MULCHING: Trees, shrubs, and groundcovers planted in upland areas shall be mulched a minimum of 3" in depth U �rn v and replaced with satisfactory plants or trees conforming to the specified requirements. authorization permits. and 18 in diameter, to retain moisture and discourage weed growth around newly installed plant material. v Appropriate mulches are made from composted bark or leaves that have not been chemically treated. The use of • O �- SUBSTITUTIONS: Only as approved by the Landscape Architect or the Owner's Representative. 4. An approved Oregon Deportment of Forestry Notification is required for one or more trees harvested for sale, mulch in frequently inundated areas shall be limited, to avoid any possible water quality impacts including the w m, {� C" trade, or barter, on any non-federal lands within the State of Oregon. leaching of tannins and nutrients, and the migration of mulch into waterways. x W -� GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing season or one year, whichever is longer. During this period the Contractor shall replace any plant material that is not in good condition and producing new growth (except that material damaged by 5. Prior to ground disturbance an Erosion Control Permit is required through Clean Water Services. Appropriate WILDLIFE PROTECTION: Tree plantings shall be protected from wildlife damage (deer, beaver, nutria, mice and voles) C.) .....� severe weather conditions, due to Owners negligence, normally unforeseen peculiarities of the planting site, or lost due to vandalism). Guarantee to replace, Best Management Practices (BMP's) for Erosion Control, in accordance with Clean Water Services' Erosion by installing tree protector tubes or wire mesh cylinders around newly installed plantings. U� S C✓ at no cost to Owner, unacceptable plant materials with plants of same variety, age, size and quality as plant originally specified. Conditions of guarantee Prevention and Sediment Control Planning and Design Manual, shall be used prior to, during, and following earth Q o .� on replacement plant shall be some as for original plant. disturbing activities. SEED: Bluetag grass seed conforming to applicable State Laws, No noxious weed seeds. Submit Guaranteed Z O • — c Landscape Contractor shall keep on site for Owner's Representative's inspection, all receipts for soil amendment and topsoil deliveries. analysis. N.d r Oct 6. Prior to construction, a Stormwater Connection Permit from Clean Water Services or its designee is required Water Quality Freeboard Area Seed. Dwarf Tall Fescue 40%, Dwarf Perennial Rye 30%, Creeping Red Fescue 25%, PROTECTION Protect existing roads, sidewalks, and curbs, landscaping, and other features remaining as final work. Verify location of underground utilities pursuant to Ordinance 27, Section 4.8. Colonial Bent Grass 5%. Apply at rate of 2.75 lbs./1000 SF. r.,°' � prior to doing work. Repair and make good any damage to service lines, existing features, etc. caused by landscaping installation. w M �'-�J 7. Activities located within the 100-year floodplain shall comply with R&O 07-20, Section 5.10. IRRIGATION•Is to be provided as per a separate plan design/ build by Landscape Contractor. Project is to be Y O PLANT QUALITY ASSURANCE: Deliver direct from nursery. Maintain and protect roots of plant material from drying or other possible injury. Store plants in irrigated by a temporary, above-ground system, which will provide full coverage for all plant material. Guarantee E-4 3: shade and protect them from weather immediately upon delivery, if not to be planted within four hours, 8. Removal of native, woody vegetation shall be limited to the greatest extent practicable. system for a minimum one year. System is to meet CWS Detail 710 Standards. Q U) o C.1L1 a�- c r✓7 C V Nursery stock shall be healthy, well branched and rooted, formed true to variety and species, full foliaged, free of disease, injury, defects, insects, weeds, 9. The water quality facility shall be planted with Clean Water Services approved native species, and designed to All plantings under CWS jurisdiction are to be watered one inch per week from June 15 through October 15 for rn� a e�- and weed roots. Trees shall have straight trunks, symmetrical tips, and have an intact single leader. Any trees with double leaders will be rejected upon blend into the natural surroundings. the duration of the two year maintenance period, ----- M inspection. All Plants: True to name, with one of each bundle or lot tagged with the common and botanical name and size of the plants in accordance J M with standards of practice of the American Association of Nurserymen, and shall conform to the Standardized Plant Hames. 1942 Edition. SPECIAL CONDITIONS` MAINTENANCE:The permitee is responsible for the maintenance of this facility for a minimum of two years following Container grown stock: Small container-grown plants, furnished in removable containers, the acceptance of the facility by Clean Water Services (CWS). Engineer or Owners Representative shall inspect the shall be well rooted #o ensure healthy growth. Grow container 1. Should final development plans differ significantly from those submitted for review by Clean Water Services, facility twice annually (Spring by June 1st & Fail by September 30th) throughout the two-year maintenance period. plants in containers a minimum off s�yle prior to delivery, with roots filling container but not root bound. Bare root stock: Roots weft-branched and the applicant shall provide updated drawings, and if necessary, obtain a revised Service Provider Letter. If at any time during the warranty period the landscaping falls below 80% survival of trees and shrubs, or 90% d fibrousBaled and burlapped (B&B): Ba!! shall be of natural size to ensure healthy growth. Ball shall be firm and the burlap sound. No loose or made aerial coverage of herbaceous plants, or if the amount of invosive non-native species exceeds 20%, the Owner bolt will) be acceptable. 2. Clean Water Services shall be notified 72 hours prior to the start and completion of enhancement/restoration shall remove the undesirable vegetation and reinstall all deficient planting at the next appropriate time. The TOPSOIL AND FINAL GRADES: Landscape Contractor is to verify with the General Contractor if the on site topsoil is or is not conducive to proper plant activities. Enhancement/restoration activities shall comply with the guidelines provided in Landscape two-year maintenance period shall begin again from the date of replanting. The facility shall be re-excavated and growth, Supply alternate bid for imported topsoil. Requirements (R&O 07-20, Appendix A.) planted if siltration greater than 3" in depth occurs within the 2 year maintenance period. Water Quality Facility is to be kept free of debris and maintained to insure water flow. Protect and maintain work described in these Landscape Contractor is to supply and place 12" of topsoil in planting beds. If topsoil stockpiled on site is not conducive to proper plant growth, the 3. Maintenance and monitoring requirements shall comply with R&O 07-20, Section 2.11.2. If at any time specifications against all defects of materials and workmanship, through final acceptance. Landscape Contractor shall import the required amount. Landscape Contractor is to submit samples of the imported soil and/or soil amendments to the during the warranty period the landscaping falls below the 80% survival level, the owner shall reinstall all deficient CLEAN-UP: At completion of each division of work all extra material supplies, equipment, etc. shall be removed Landscape Architect. The topsoil shall be a sandy loam, free of all weeds and debris inimical to lawn or plant growth. planting at the next appropriate planting opportunity and the two year maintenance period shall begin again from from the site. All walks, paving, or other surfaces shall be swept clean, pmulch arashall have debris removed Landscaping shall include finished grades and even distribution of topsoil to meet planting requirements. Grades and slopes shall be as indicated. Planting the date of replanting. and any soil cleared from surface. All areas of the project shall be kept clean, orderly and complete. bed grades shall be approximately 3" below adjacent walks, paving, finished grade lines, etc., to allow for bark application. Finish grading shall remove all depressions or low areas to provide positive drainage throughout the area. INVASIVE SPECIES CONTROL: Himalayan blackberry and English Ivy are present within the vegetated corridor enhancement area. Mechanical control by hand consistent with Clean Water Services' Integrated Vegetated and SITE PREPARATIONS: Remove all nonnative plant materials, including plants, roots, and seeds prior to adding Animal Management Guide (March 2003) is recommended to control invasive spread prior to installing plantings. PLANTING SP topsoils. Till the sub-grade in these areas to a depth of at least 4" and add at least 12" of clean Invasive species control to be conducted as needed based upon the site inspections. Invasive species include: E�I�1�ATIQi� P � P P P P P t11 compost-amended topsoil. The compost amended topsoil shall have the following characteristics to ensure a Himalayan and evergreen blackberry (Rubus discolor and R. laciniatus), reed canarygrass (Phalaris arundinacea), HERBICIDES: Prior to soil preparation, all areas showing any undesirable weed or grass growth shall be treated with Round-up in strict accordance with the good growing medium: teasel (Dipsacus fullonum), Canada and bull thistle (Cirsium arvense and C. vulgare), Scotch broom (Cytisus manufacturer's instructions. A) Texture - material passes through 1 screen sco arius}, purple loosestrife (L thrum salicaria , Japanese knotweed (PolYgonium cus idatum , morning glory B) Fertility - 35% organic matter (Convolvulus species, giant hogweed (Heracleum mantegazzianum), English ivy (Hedera helix), nightshade (Solanum Q SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8". Remove all stones (over W size), sticks, mortar, large clumps of vegetation, In the event of flood plain grading, over-excavate the sub grade to ensure 12" of topsoil can be applied without species), and clematis (Clematis ligusticifolia and C. vitalba. J �] roots, debris, or extraneous matter turned up in working. Soil shall be of a homogeneous fine texture. Level, smooth and lightly compact area to plus or impacting surface water elevations. r �1 minus .10 of required grades. V 110 SOIL PREPARATION: Water Quality Facility area shall be over–excavated and filled to final grade with 12" of In groundcover areas add 2" of compost (or as approved) and till in to the top 6" of soil. amended topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer amendments. DO U , PLANTING HOLE: Lay out all plant locations and excavate all soils from planting holes to 2 1/2 times the root ball or root system width. Loosen soil NOT apply fertilizer to the Water Quality Facility. Z ' inside bottom of plant hole. Dispose of any "subsoil" or debris from excavation. Check drainage of planting hole with water, and adjust any area showing 11MING• Plantings should be installed between February 1 and May 1 or between October 1 and November 15. 'x" --- drainage problems. Bare root stock shall be installed only from December 15 through April 15. When plantings must be installed SOL MIX: Prepare soil mix in each planting hole by mixing: outside these times, additional measures may be needed to assure survival. U M 2 part native topsoil (no subsoil) a 1 part compost (as approved) EROSION CONTROL: Grading, soil preparation, and seeding shall be performed during optimal weather conditions and at low flow levels to minimize sediment impacts. Site disturbance shall be minimized and desirable 01Z Thoroughly mix in planting hole and add fertilizers at the following rates: vegetation retained, where possible. Slopes shall be graded to support the establishment of vegetation. Where U fill Small shrubs - 1/8 Ib./ plant seeding is used for erosion control, an appropriate native grass, Regreen (or its equivalent), or sterile wheat V Shrubs - 1/3 to 1/2 ib./ plant shall be used to stabilize slopes until permanent vegetation is established. Biodegradable fabrics (coir, coconut or 'G:" () Trees - 1/3 to 1 Ib./ plant approved jute matting (minimum 1/4" square holes) may be used to stabilize slopes and channels. Fabrics such TOP OF BARK TO BE AT gg r'- as burlap may be used to secure plant plugs in place and to discourage floating upon inundation. No plastic CROWN OF ROOTBALL L_i-!G U FERTILIZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and 50% slow releasing nitrogen. DO NOT apply mesh that can entangle wildlife is permitted. Consult CWS Chapter 6 - Erosion Prevention and Sediment Control HOSE: REINFORCED e+�- 'Q fertilizer to Water Quality Swale. for additional information. RUBBER OR GRO- A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the swale cross section, STRAIGHT TREE TIES PLANTING TREES AND SHRUBS: Plant upright and face to give best appearance or relationship to adjacent plants and structures. Place 6„ minimum, lightly fabric shall be held in place in accordance with the manufacturer's installation requirements. Use high density 2" MOUND FOR '�- compacted layer of prepared planting soil under root system. Loosen and remove twine binding and burlap from top 1/2 of root balls. Cut off cleanly all WATER BASIN broken or frayed mats, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while working each layer #o eliminate voids. jute matting in the treatment area (Geojute Plus or approved equal). In all other areas use low density jute ” UY WIRE: #10 GA. matting (Econojute or approved equal). Landscaping shall include finished grades and even distribution of topsoil 2'x 2 DOUG FIR ,, DBL, STRAND, TWISTED, When approximately 2/3 full, water thoroughly, then allow water to soak away. Place remaining backfill and dish surface around plant to hold water. Final to meet planting requirements. Grades and slopes shall be as indicated on civil plans. Finish grading shall STAKES. 3 STAKES Ir GALVANIZED. rade should keep root ball slightly above surrounding rade, not to exceed 1". Water again until no more water is absorbed. Initial watering b irrigation remove all depressions or low areas to provide positive drainage throughout the area. EQUALLY SPACED g p g Y g g g g Y g system is not allowed. AROUND TREE 2 1/2- BARK MULCH STAKING OF TREES: Stake or guy all trees. Stakes shall be 2" X 2" (nom.) quality tree stakes with point. They shall be of Douglas Fir, clear and sturdy. 71 FINISH GRADE Stake to be minimum 2/3 the height of the tree, not to exceed 8'-0". Drive stake firmly V-6" below the planting hole. Tree ties for deciduous trees REMOVE BURLAP _ _ BACKFILL SOIL MIXTURE shall be "Chainlock" (or better). For Evergreen trees use "Gro–Strait" Tree Ties (or a reinforced rubber hose and guy wires) with guy wires of a minimum -11 - — -- I' =:�1 WITH FERTILIZER 2 strand twisted 12 ga. wire. 2 to 2 1/2 ROOTBALL EXISTING SUBGRADE Revtstoris MULCHING OF PLANTINGS: Mulch planting areas with dark, aged, medium grind fir or hemlock bark (aged at least 6 months) to a depth of 2" in ground cover areas and 2Y2" in shrub beds. Apply evenly, not higher than grade of plant as it came from the nursery, and rake to a smooth finish. Water thoroughly, then hose down planting area with fine spray to wash leaves of plants. GENERAL MAINTENANCE: Protect and maintain work described in these specifications against all defects of materials and workmanship, through final EVERGREEN TREE STAKING DETAIL acceptance. Replace plants not in normal healthy condition at the end of this period. Water, weed, cultivate, mulch, reset plants to proper grade or upright position, remove dead wood and do necessary standard maintenance operations. Irrigate when necessary to avoid drying out of plant materials, and CHAINLOCK TREE TIES NOT TO SCALE to promote healthy growth. (OR AS APPROVED) CLEAN–UP: At completion of each division of work all extra material, supplies, equipment, etc., shall be removed from the site. All walks, paving, or H X ,i,,_ Q 2" x 2" D.F. STAKES other surfaces shall be swept clean, mulch areas shall have debris removed and any soil cleared from surface. All areas of the project shall be kept clean, 0 2 orderly and complete. e � © CROWN OF ROOTBALL TO BE = l 2" ABOVE FINISHED GRADE 00 N —2" MOUND FOR WATER BASIN FINISH GRADE 2 1/2" BARK MULCH 71 (, ��� �� // � �_ 2 1/2" BARK MULCH _ FINISH GRADE 1-6-MIN.--- , \ — — l BACKFILL SOIL MIXTURE l I 'it BACKFILL SOIL MIXTURE Drawn sv checked sr --� —"'— WITH FERTILIZER 'I I i i k T WITH FERTILIZER KD 7L0 2 to 2 1/2 X ROOTBALL EXISTING SUBGRADE Project Number 2 X ROOTBALL EXISTING SUBGRADE M-982 Issue Date 02-22-I3 DECIDUOUS TREE PLANTING DETAIL SNRUB PLANTING DETAIL Drawing File Name NOT TO SCALE NOT TO SCALE sheet Number L= 2 , 0 2OF2