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Plans (4) Bt- P2013 00162 NewBuildings ID A. BISSETT 2 23 • REGON OF 0 UCEWED JUN 2 7 2013 E 0 CITY OFTIGARD BUILDINGDWISION a Cz V_ c1d Cz Z V ...o oC � O W r~ t DEFERRED m MA� .. te m = Plumbing M _ 8kcuicdt Q M Truss&S1nwtng ,..... Shop DrawM$* F_9�� co at Coag- MATERIALS PROJECT TEAM VICINITY MAP INDEX OF SHEETS D B A NO. DESCfi�I F't I ON WOOD FRAMIWG �1 ,' 1 II-1 IEARTH DAVID BISSETT ARCHITECT, Pcl THROUGH MEMBER ) CS COYER SHEET - - 10940 SW BARNES RD., #101 \1� �� \ ALI SITE PLAN SAND /MORTAR WOOD BLOCKING ; i PORTLAND, OR 91225 �\\ A2.2 UI IN "2 ANS B LD Cs PL PLASTER l INTERRUPTED MEMBER ) 503.341.4445 davidb @ dbaarch.com \. �� `` ° �. . _ �.... IMPROVEMENT PLAN :a \ .ter. .,o a s t ..��- .: i.. A2 4 BUILDINCs 02 TENENT OWNER/DEVELOPER: Oc. A32 BUILDINCs �'2 ELEVATIONS � N a CONCRETE PLYWOOD �`` n' �, `\ � ,/ \ , . �:; A4.1 BUILDINCs SECTIONS 4 DETAILS CV STRUCTURAL: SPE� �, �IVL 1111— u `. c A5.1 S HEDUALS DETAILS O 61 BRICK/ VENEER CMiJ. / / j AcousTlc TILE / BOARD ¢- 1f�j CON�JUL.T INDE OT94EAT ,�3rs0 STRUCTURAL NOTES 522 BUILDING �'2 SHELL PLANS ENGINEERS \\\..,., CONCRETE MASONRY 53.1 STRUCTURAL DETAILS GYPSUM BOARD \< twt aa?M' 54.1 STRUCTURAL DETAILS O . . .. .. :.: . .: .:. � 130_ SW BERTHA BLvD. P. O. �0 1689 �'�� ` ::� � ' � � � uNlr �\\� u Ul PORTLAND, OR 91219 .cake Oswego, OR97035 \\LEMM ��,.` � �� L1 m LANDSCAPE PLAN METAL BATT INSULATION PHONE: (503) 692-5182ij\l L2.0 LANDSCAPE NOTES DETIALS -MAI AV Ho 1 : (503) 570-5474 E-MAIL: D E� RNCE.COM � a\ I� az' FINISH WOOD RIGID INSULATION CCB#: 186849 - \ _J CITY OF TIG \ ,� \\ ;' a; Approved.. .��.. � °`XN L�✓f > Conditionally Approved..............[ ] O CIVIL ENGINEER: CONTACTOR: � \�� c See Letter to:Follow......•..«.......[ 1 � �\\. �� •:, fir, ,.. \\\; Attached.......,.. ... T T \\ Permit Number• 28t3f T� S Y M B O L S WESTL-A<E �l 1 O��O� A 2 Addressc 6 ,S,S ,S _ _ o �- \ By: Date: DETAIL NUMBER r..ON,5UL_TANT5, INC P.O. Oo., 1689 \�� .• 15115 5W 5WQUTA P<WY, SUITE 150 �; City of Tigard Erosion Control �-- SHEET WHERE DETAIL IS DRAWN TIGARD, OR 9122 cake Oswego, 01�,�7035 � � \ To Schedule Inspections: L r,,, y:. __ NUM�R PHONE: (503) 664-0652 1 : (503) 344-2690 Call (503) 639- 175 Q Aa 2 Initial inspection: O FAX: (503) 624-0151 CCS#: 186849 SITE LOCATION Prior to footing inspection DETAIL DOOR Final inspection: Prior to final building inspection Final inspection approval is SECTION NUMBER CODE RELATED INFORMATION required prior to occupancy. A, (�)- LETTER FOR WINDOW Address shall be posted SHEET WHERE SECTION IS DRAIIN Oregon Structural Specialty Code, 2010 Edition Construction Type: V-B and visible from street. Revisions III 'I I I CITY COMMENTS SECTION WINDOW Address: 7090 SW BEVELAND STREE Occupancy: B Approved plans - -13 OREGON 97223 shall be on job site. 2 R.O.W. DEDICATION 1__G_ —DETAIL NUMBER REVISION NUMBER Building Area 3 DESIGN REVISIONS as 1 Zone: MUE(MULTI-USE EMPLOYMENT) Building#1 2520 sf. V' 04-IB 1 REVISIONS Building#2 2520 sf. ' _"SHEET WHERE DETAIL Tai; Lot: 2S10IAB 02500 Building#3 2 2 f ` OFFICE COPY - 5 0 s . 1/ IS DRAII�I Total 7560 sf. Max. Bldg. Ht.: 45 ft. + i Number of Stories: 1 OR AREA t0 BE DETAILED Setbacks - p Front: 30 ft. from centerling of Beveland St. Fire Sprinklers: Not required DETAIL - ENLARGED FLAN REVICJION Side: 0 ft. (@ Flag Lot Min. 10 ft. Side Yard) Rear: 0 ft. GENERAL NOTES ELEVATION LETTER �ELEVATION NUMBER Required Provided I Max. Site Coverage: 85% 81% 1. DEFERRED SUBMITTALS SHALL BE SUBMITTED D B '�� A� TO THE ARCHITECT FOR REVIEW PER OSSC C Min. Landscape: 15% 19% Drawn By Checked By INTERIOR ELEVATION KEY SHEET WHERE ELEVATION 16 p 106.3.4.2. M04� DB SHEET WHERE ELEVATION IS DRAWN DRAM Access Project Number INTERIOR ELEVATION ELEVATION �, Min. Access Width: 30 ft. 30 ft. DEFERRED SUBMITTALS (BIDDER DESIGN) 12-962 Min. Pavement Width: 24 ft. 24 ft. ELECTRICAL Min. Sidewalk Width: 6 ft. 6 ft. ELECTRICAL - FIRE DETECTION 4 ALARM Issue Date MECHANICAL 02-27-13 Mm. Parking PLUMBING Drawing File Name 121B62bevelcindx Ian ROOM NUMBER WALL 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 F11 I F fv I IEF= ' L= F11 I 1 11 1� 11 = L= (0 Li E3 I I L= lf % J1 MF IMIM017 4::) 1= 1= 1 (0 1M % 7090 SW BEVELAND STREET TIGARD OREGON 97223 BUILDING #2 ONLY SHEET WHERE IT IS DRAIw� C D RAW I N G NAME Total 21 29 A4 o r z e• io, DRAWING TITLE PERMIT SET SITE DATA SW BEVELAND ROAD Dregofl$trwtmui Specialty Code, 2010 Edition °. e Addreaa, ;' ''�■/p y 7110 SW BEVELAND REQ" STREE , V e e , J J J jys • TIGARD, OREGON 97223 `/yj='in•• i i i i i i CONC. SLAB •° . _ FIRE 30 - O 30 - O • e . OCT 2 8 1 .e .Y'e 2013 e H ° ' m e ° Zone: CITY OF TIGARD MUE (MULTI-USE HYDRANT 3� 1 - 011 - �° CMU BLOCK WALL W/ 7*%"� • 3 BUILDING DIVISION EMPLOYMENT) STANDARD BRICK VENEER e •° ' . ° e 40 ALL EXTERIOR SURFACES, , `4 ° A1,1 Tax Lot: 2S101AB 02500 BRICK TO MATCH BUILDING BRICK Max. Bldg.Ht: 45 fL s e` 189005' 00" E ° > > > GATE (SEE ELEVATION FOR 3._3.. II S 8 9 0 5 0 0 E 1 6 0. 0 MATERIALS AND NOTES) Setbacks a — Front: 301 from centerline of v � N89005' 0" E 160. evebmd$t. �-- 1-5/8" DIAMETER H.D.HD. GALV. Side: 0 ft. Lot Min. 10 ft. A 0% SWING GATE FRAME WITH 1-5/8" 3 @ Flag = DIAMETER H.D. GALv. A1,1 Sine Yard) V � 80. 0 2 ' ' _ ,n 80 . 03 ' DIAGONAL BRACES, ALL aC _ nn// WELDED CONNECTIONS. Rear: 01 o L� PARCEL - 1 - iL __ __ I HEAVY DUTY 6 GAUGE, BLACK Q VINYL-COATED GALVANIZED ' LO AREA= 7, 588 SQ. FT. ' 10 I I 10 - PARCEL WIRE FABRIC MESH WITH Q _ - a BLACK VINYL STRIP-TYPE O yu\ ( ENT Y R E A= 7, 592 S Q. 1- T I VISUAL SCREEN INSERTS IN Mm Site Coverage: 85% 81% %A^ Ln U i U U - U ENTIRE GATE AREA. W Q � " I 1-4 _ Q Min.Landscape: 15% 190/0 m 0 } Q C1] 3 1/2" H.D. GALv. FENCE POST, m - _ m b� W g f I— i i PAINTED BLAGK -F' _ Access — W :� M 0 (I� ;.... I I I _ 0 (n Min.Access Width: 30 tt. 30 ft. ., � © STANDARD SIZE BRICK, �,4T I ON Min. Pavement Width: 24 it. 24 ft. Q L Q - �O 0 / 8 _ I 5 0 COURSING COLOR,O MATCH BUILDING AND Min. Sidewalk Width: 6$. 6 $. - _ I = Mia. Parking D ADDRESS 7110 � - ADDRESS: 708 o 8 O I O ( O r B>�a�a9#1 7 spaces to BUILDING 3 � - f�/ _� 7 � _� BUILDING 1 w � Spam - 00 — \ 36 X 7 0' 6' I I 6' 36 X 7 0' �- \ Building#2 7 spaces 9 spam 2520 SF -i I ( 2520 SF J Building#3 io I\ Q W 7 I W ( !� spaces`� 2 Total 21 29 w v w oo m ,' 2' 4' Q sCORD CONC. I c�1 ry Q Q (ACCE ssABL_ cn 6 -' Q � I _ 6 I J I _ LEGEND �u 1 � Q I � � � �1 0 ° C) 0 Q COPPING BRICK 5LOPED N - ^ ``' 2 O " 5 -- `. `.' ' TO DRAIN — — EX IST ING L OTL INE 1— .01 00 t STANDARD 5OLDOM V p 30 O Q , --- (� �, ` ' KURF CUT. MORTAR JOINT CENTER RIGHT-OF-WAY fy Q0 , i i I ( _ Q0 - #�4 TOP # BOT J _Ln 4 4 - % ��" G O - NEW 6" CMU ELKS W/ Ln - o W #5 VERT5 @ 32" # N 2 / --- � , _ � ii � � _ � ii 3 1J- - = 2 #5I10RIZ@48" In ( 3 3 == 2 91 i� 00 2 2 25. 00' P I VATSb z O 1 = #01-611 ❑❑ O 4 CONC. 51AB W/TURN DOWN EDGE A1.1 ACCESS ASEM EN T 0 o TY l TRA C C -� - -" T��. ASH o �' STANDARD BRICK VENEER KEYNOTES A z z c� - �O� _ �� 0 vQL o -- meow 0 = 79 . 94 8 0. 01 ' ' 01 ELECTRICAL CABINETS. •� x moo''DOwelg enc 3 z N 8 9 °0 5' 18" E 15 9 . 9 5' _ z .~ C aero CONI 2 WATER 4 GAS METERS UNDER WINDOWS. � � . ..: 0 cn cn Q sCORD CONC. 1(01 -(Ol� TOTAL PARCEL AREAS = 26 , 374 SF - - PROVIDE 4" MIN. HIGH WHEEL STOP5, i- I (ACC ssABl #4xL• 4v0-c. 0 O TOTAL L0T C0VERAGE 81 _ _ - _ _ _ TYPICAL ALL PARKING SPACES.g � -4PATH) �, ( MAX. LOT COVERAGE 85%) -' Q 9" 6' 9" CANOPY ABOVE W/ SINGLE SUFACE C ao TOTAL L 0 T LANDSCAPE AREA 19 _ MOUNTED CAN LIGHT FIXTURE CENTERED ENTRY t B F— 2-O' ON ENTRY DOOR. ( MIN . LOT LANDSCAPE AREA 15% __ I 2 O 8 __. _ . _ __ ._._ 1 ; ;_ 5 ALL BIKE STORAGE OR RACKS TO BE IN O Ii BUILDINGS. CD = PARCEL 2 �' �� _.-_ f ` - Iii I n 1 CITY COMMENTS �Q - 7 AREA= 11 , 194 SQ. FT. _ _ ,�1.1 - - 04-03-13 -� 4 Z R.O.W. DEDICATION /�10 ' O" 10,40 8' � 04-15-13 DESIGN REVISIONS - _ DESIGN REVISIONS 6 8 _� �� S _� �� S _� �� 9 _�� S -m" 9 -Q�" t_- ADDRESS: 7090 ,l FIXTURE LEGEND SITE COVERAGE 41 41 41 0 BUILDING 2 6 sltE COVERAGE --------- - - - 3 6 ' X 7 O' Z, ® SUFACE MOUNTED CAN LIGHT. 1 --2520 S F I SUFACE MOUNTED WALL LIGHT \Q FIXTURES • WATER U ALI TY Q 5 - 4 3 2 TREATMENT ARE ,r Z � � PARKING LOT POLE LIGHTS W/ BO WINDOW AREA LIMITED TO 15% LIGHT FIXTURES CIVIL DWG o 0 0 0 ARS NOTE- SEE Drown By Checked By _. ._ __ WALL `A __ _ __. _ _- ALL PARKING LOT LIGHTING TO BE o � = DIRECTED AWAY FROM ANY ADJACENT MAS DB d J [ S89005,00"W 160' (1 I RESIDENTIAL DISTRICT. Project Number - 12-S82 — S89005' 1 8" W 159 . 88' O issue Dote =13 - - - - GENERAL NOTES Drawing File Name - - 109 . 99 N - 49 . 89 ' - � 12982bevelandxplan 1 SITE �LoN [ 110' (3 1. SEE LANDSCAPE PLAN FOR PLANT TYPES Sheet Ncmber AND LOCATIONS. 1.1 1 _ 1 0 ' 1' 5' 10' 15' 2. GENERAL REFERENCE SITE PLAN, SEE CIVIL FOR SITE DETAILS. 0 PERMIT SET KEYNOTES ADD _�.b,, � O O A/L45F1f d6o c OI POSSIBLE HVAC UNIT LOCATION. o c ° O FOR INDOOR BIKE RACK LOCATION SEE } n r o o SWEET A7.4 T.I.PLAN. 10 ® ® ® ® 1 au 000 0 0 000 O ac C k! L Iy1 C G 0 L G O e o 0 0 0 0o coo 00 0 0 0 0 0 0 0 o • • o o • Q . 2S'- i2'• p_ Q W cp N6P! F V� Q N orP■s wp m m e F- J lU .rrrr.r err-•• M LL' 4X4 SKTL 8 ~ s v e cm TID 2 BUILDING 1$2 ROOF PLAN I/4"=1' 0 1. 2' 4' Z� - . •�`�.�:.._..r..... Z War In r- SUPPERSUPPER SUPPER ..........-,..,.._. :�. -...... CL 90 Jiv 4p ------- - -------- ------------ ------- r...._rr__..r..._�.. ..�-_. �q O Z u� A4.1 3 UJALL TYPE C UL DESIGN `n w--4QC O NTS w 'C 'Q 'v } - GENERAL NOTESpwM4QD 5I L T1ESE PLANS ARE FOR THE BUILDING SWELL ONLY. 7. NO PARTS OF THE STRICTURAL FRAME,FLOORS.OR W � CEILINGS ARE REQUIRED TO BE FIRE RESISTIVE ca ABO CONST181CTICN. O I II 3. TWERE SHALL BE NO INTERIOR FINISH FOR EXTERIOR dl= O WALLS IN OPEN LEASE SPACE:GYP.BD.FINISH SHALL BE DONE DARING FUTURE TENANT IMPROVEMENTS. 4, SEE STRUCTURAL PLANS FOR LOCATION Alp DESIGNATION OF SHEAR WALLS. SHEAR WALL 5WEATWRG II II LEASE SPACE SHALL BE PLACED BEHIND GYPSUM BOARD FINISH. �- J= 2D0 II II A J - I CITY 3-13 7 B A WALL TYPES Rom DEDICATION �4 =3 F----A F----71 R----71 SYMBOL DESKaIJ I �i I ♦i I I v I 4 DES G- N REVISIONS T COVERAGE BRIOAVENEER(VENEER TOBE CONNECTED TOO TYPICL Ex " BLDG.FRAME W/SIMPSON T TIES•24'O.C.EA SITE COVERAGE _ ----y IG---- IG----y WAY.)WITW I"AIR SPACE OR CULTURED STONE ♦ OS-12-13 4X4 SKYLIGHTS WAINSCOT(SEE ELEVATIONS FOR LOCATION) T CITY COMMENTS II II OVER TYVEK WRAP ON V!"PLYWOOD 9HEATWING (SEE STRICTURAL)ON 2X6 STUDS•16"O.C. _ PROVIDE FIBERGLASS BATT INSULATION IN FULL II II STUD CAVITY(R-19).(FUTURE INSIDE FACE SWALL BE ON LAYER 5/S'GYPSUM BOARD OVER I MIL VAPOR BARRIER BY TENANT/. II I O Al O TYPICAL NON-RATED INTERIOR PARTITION:7x4 WOOD STUDS.Ib'OG W/S/S'GYP.BD.BOTH - - 9CSTO W'-b'.(SEE DETAIL 4/AS.]FORIL M DB AP II II w..e. �1= O VENEER RATED EXTERIOR WALL:3 ED BRICK IZ-982 I I VENEER(VENEER i0 TI CO-24. TO BLDG. = O FRAME W/SSPAC N BY TIES 74'D.C.OEA WAY.) 4- E WITH I"AIR SPACE OVER 2"PLYWOOD L WRAP ON A n•.r'��21�Ij TYPE DCB GYP.OD.ON Vl"T=6 0 16 SHEATHING I_I O (SEE 3T1.1CTUR4U ON 2x6 8TUD9�Ib"O.C. 91 I PROVIDE FIBEW.LASS BATT INSULATIONIN RILL �I2W2b•V•Iancb1p1,n e ,Y ' 5/8''TYPE X GYP.BD.OVERS MILE�RLAYER Z� O A O �O �O f BARRIER(INSTALLATION 4 NAILING PER UL DESIGN NO.U303.SEE DETAIL 3/A2.1) i BUILDING 02 FLOOR PLAN �2� 23'-IW4 A2 .2 KEYNOTES gl I ' D A, 8WM f=CSSIP3LE HVAC: UNIT LOCATION. 2 23 LU 01 EGON 0 0 D n D 0 0 0 0 0 0 C' C) 0 0 0 OF 0- Q lu C" LAJ AM 12 4,V2 V 211-c3l' a LLJ Le% Ll -J W 4X4 S<YL I 2sHTS W i-- MO I= LA 191-101, 1.31-111, 151-101, 21'-9" T I TYf=. 5Lilllli14=C) 1NCx 02 ROOF Piliiiiiiiiiis4N 0 V 2' 41 ........................... ....... ........... ------ - ------- -----------------_........__.. I!111...112- ........... `2 SUFFER SUPPER SUPPER 'Ixs' 69'-2" I 61-311 -3y2" 12'-3y2" 12 3,V2 2--5,V211 -A go 5-4/2" L. J. 10--V2" 12' J. d) 10 10 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - 30.-V2" Z I IA4.1 fit 0 0 0 0 fn fit O O O O O lu 7 T -Q� d) d)ILII � �_ ® ` 1-- lu% z '45OVE II II \V "'� — 0 GENERAL NOTES ILII 1. THESE PLANS ARE FOR THE BUILDING SHELL ONLY. 2. NO PARTS OF THE STRUCTURAL FRAME, FLOORS, OR LEASE SPACE CEILINGS ARE REQUIRED TO BE FIRE RESISTIVE 1 200 N CONSTRUCTION. II II A 3. THERE SHALL BE NO INTERIOR FINISH FOR EXTERIOR LIN Ct = A WALLS IN OPEN LEASE SPACE: GYP. 50. FINISH SHALL BE Revisions DONE DURING FUTURE TENANT IMPROVEMENTS. 1 CITY COMMENTS II II 04-03-13 4. SEE STRUCTURAL PLANS FOR LOCATION AND 2 R.O.W. DEDICATION04-15-13 4,VW0.10 — — — — 71 — 71 DESIGNATION OF SHEAR WALLS. SHEAR WALL SHEATHING 3 DESIGN REVISIONS 04-IS-13 SHALL BE PLACED BEHIND GYPSUM BOARD FINISH. DESIGN REVISIONS 4 06-18-13 SITS COVERAGE Cq -05-13 SITE COVERAGE 4X4 S<YLIGHTS WALL TYPES � � _ O SYMBOL II II —_ O TYPICAL EXTERIOR WALL (NON-RATED)- 31/2" BRICK VENEER (VENEER TO BE CONNECTED TO BLDG. FRAME W1 SIMPSON 5T TIES 0 24" O.C. EA. II II Q WAY.) WITH I" AIR SPACE OR CULTURED STONE WAINSCOT (SEE ELEVATIONS FOR LOCATION) Drawn By Checked By OVER TYVEI< WRAP ON 1/2" PLYWOOD SHEATHING r r IL (SEE STRUCTURAL) ON 2X6 STUDS a 16" O.C. II II PROVIDE FIBERGLASS BATT INSULATION IN FULL STUD CAVITY (R-Ic). (FUTURE INSIDE FACE SHALL Project Number II II BE ON LAYER 5/8" GYPSUM 5OARI--> OVER I MIL 12 S82 �7 TF VAPOR BARRIER BY TENANT). Issue Date — O TYPICAL NON-RATED INTERIOR PARTITION: 2X4 02-21-13 ILII O WOOD STUDS 6 16" O.C. W1 5/8" GYP. $P. BOTH Drawing File Name r I 1 ff SIDES TO 10'-6". (SEE DETAIL 4/A5.1 FOR 121B82bevelandxplan 000 IN A IL BRACING.) Ln Sheet Nurrber O O O O n. OID5 1 0 DS �n A 0 V 2' 41 Y2' 12'-3Y4" a V 1/4 1 -h 23.-'OY4" ----------- Niel PERMIT SET CEILING LEGEND KEYNOTES -b I SYI`IBCeL DESCRIPTION o+�^ __ ® ®E T Y 103 E �I I c AWSTRONG SECOND LOOK 2X4 TILES W/2X2 GRID O ACCESSORYSEE DETAIL SHEIGHTSR ADA FIXTURE t I LAYOUT,CORTEGA PATTERN. SEE DETAILS I,2,1 3/A5.1 II II ® I O INTALL FIRE DETECTION t ALARM PER CODE.WORK PROVIDED BY DIFFERED �Q _ B H NEW SUSPENDED 1x4 TWO TUBE FLOURECENT SUBMITAL - BIDDER DESIGN. X111 II ® ® INDIRECT LIGHT FIXTURE d1= - O (2)WALL MOUNTED BIKE TRAC PARKING II II $ e c ® 2x4 LAY-INPARABOLIC FLUOR FIXTURE.3 TUBE,24 CELL SYSTEM ITEM IIb-1039 BIKE RACKS BY �I= PARASOL C LEN9 Hc c Qi HIGHLAND PRODUCTS GROUP LLC OR E EQUAL.TO BE MOUNTED PER c 9I= — — B SUBPENDEDLGFrFIxiuRE MANUFACTURESS'ECIFICATIONS.SEE A ICE ® DETAIL 8/44.1. 11 =11 001 E B rF= B -I , SUSPENDED ACCENT PENDENT LIGHT FIXNRE ELECTRICAL LEGEND C I ® ® ® ® / ® DUPLEX OUTLET,5TD.ADA WEIGHT,WEIGHT 11 II F X1 __ , �•10" AS NOTED IF DIFFERENT. NEW 4'SINGLE TUBE FLOURECENT ACCENT LIGHT D "D"30 AFP.DEDICATED CIRCUIT = JI- r FIXTURE OR ROPE LKsHTMG. �� 0HALLWAY �I REQUI JACK. MEENTS VOICE DATA R i WIRING pC v VIII=II \ 104 1:1 0 [1 0 EB O NEW CEILING MOUNTED 8'CAN LIGHT FIXTURE INSTALLATION. Q Q � - C OUADPLEX OUTLET CF WALL MOUNTED LIGHT FIXTURE W ® ® ® 4 C COAXAL CABLE OUTLET SINGLE SWITCH O m a $ m o =I H B B 0. DIMMABLE SWITCH. O THEI�I"118rAT Q M fi ILLUMINATED EXIT LIGHT W/BACK-UP BATTERY > - II I POWER ARROW INDICATOR FOR EGRESS PATH M GENERAL NOTES Q o DIRECTION SHOWN IN PLAN. T m �I= E�ERSENCY EGRESS LIGHT W)BACK-UP BATTERY I. THESE PLANS ARE FOR THE BUILDING SHELL ONLY. G I dl= 2. NO PARTS OF THE STRUCTURAL FRAME,FLOORS,OR I ® SMOKE DETECTOR.(VERIFIED BT OTNER91 CEILINGS ARE REQUIRED TO BE FIRE RESISTIVE OFF CE OFFI E 10 EXHAUST FAN. (90 CPM TYPICAL) CONSTRUCTION. B 11 II 3. THERE$HALOPENL BE NO INTERIOR FINISH FOR EXTERIOR I I I CEILING FM19H ELEVATION ABOVE FINISH FLOOR .12'-0' (A,FF.J �IpURING FU ME TEASE NANT GYP,VEMENNTS SWALL BE dl= ELECTRICAL NOTES: 4. SEE STRUCTURAL PLAINS FOR LOCATION AND IVORY SWTCH N COVER PLATES(TYP) DES16NATION OF SHEAR WALLS. SHEAR WALL SHEATHING _ SHALL BE PLACED BEHIND GYPSUfl BOARD FNISH. ELECTRICAL CONTRACTOR TO PROVIDE SUBMITTALS FOR ARCHITECT'S REVIEW N APPROVAL {� 2 BUILDING 02 T.I. PLAN n I Z 0 1I WALL TYPES yW~ '� � a III N SYMBOL QZ Z N CANOPY ABOVE BO` E O TYPICAL EXTERIOR WALL(NON-RATE E 3112" 9 -1OR Z hil`1 f I i1 Y G BRICK VENEER!VENEER 10 BE CONNECTED 10 Y IY VA.A BLDG.FRAME W/91HPSLN BT ilE9 24.OO.EA, V E _ _ __ _ _ _ _ _ _I ZL WWA AY.) WITH (I"AIR SPACEICN9 CULTURED $T NE — O OVER TYVEK WRAP ON 1/t"PLYWOOD SIIATWING W Q ($EE 9TR11CNRA0 ON 2X6 STUDS•US"O.G.PROVIDE Q1:1 y I I STUD CAV TY(R-19).allTURE WIDE FACE SHALL E/1LyLL -- BE ON LAYER 5/6'GYPSUM BOARD OVER I MIL VAPOR BARRIER BY TENANT). .tT O TYPICAL NON-RATED INTERIOR PARTITION:2X4 Z (y l O WOOD STUDS 16.OC.W/5/8'GYP.BD.BOTH EL IREG 101 SIDES TO 10'-6'.(SEE DETAIL 4)45.1 FOR � n CONFERENCE OFFICE OFFICE D Q III 102 E 4T 103 BRACING,-) 1 O I--RATED EXTERIOR WALL:3 U2"BRICKVENEER -_3 1 11 102 Q FRAME W/91NEER TO MPSON B1�E�`OZ.AWATED TO ISILD" V 9 O B di Wil/I"AIR 9PAGE OVER T7VEK WRAP ON 1/1' I IL �, B B TYPE DCB GYP.BD.ON U2"PLYUIOOD SHEATHING /�-\\ I (SEE STRUCTURAL) 2X6 STUDS•W"OIC. O 1 + I I PROVIDE FIBEI-,ABATT INSULATION M RLL II II B \�, /I I Q'- •_�• 4'- >y 4'-t�(j' 14'- ' 5/H•DTYPEITY UY X GYP.BD.OVER MILL VAPOR ONE APER 1. BARRIER(INSTALLATION A NAILING PER UL DE5GN NO.U303.SEE DETAIL 3/A2.1) v g 103 OFFICE _ B 103 10l r s COFFEE -- R6vlapr �I B F 114 40 ------------------ ---- ——————— --OW CITYG017EWS IC----71 F----71 9----T I / \ / \ / \ ROLI.DEDICATION II II /•-�\ I\\ /�I /�-�\ 1�� I /I-•\ I\\ //I _1/ _\�_ G _�- - i/_ \1 $HELErABLE 3 DEe1C.N / -\ \ 105 1 I HALLWAY I �� I 1 + 1 I \i I 1 + I I \i I' I GN REVISIQiB 104 I i�\\ I \ I I �i�` I \ / I i��\ I I \_ / I i ♦I \—/ I/ \ �_,/ I/ -- \y I� 103 B C 5 SITE COVERAGE IC I� Q 3== ===b t== ==d 6 OTE COVERAGE /I Y ----PENDANT LIGHTS 4X4 SKYLIGHTS --J� \ / \ / \ / .12-11 ---------- -------- • \ / \ / \ / PL-2 T GTY ClarraNTS / - ---- 7GHTVACAA�------- _ ----- ----- ----- \4 I'/ \A P/ sp 10O1e 103 B 103 g 103 g 10311 G.9 tL SPLASH PT u -LAM COUNTERTOP \ / II II S.-dr F 4'�4 14'- � a-7 T-TMvAF ADA SS.SINK PROVIDE a .•e e. DB ' •• OFFICE _ SOUL DEPTH MAX.M, S OFFICE H OFFICE B OFFICE sy B 108 f - _ \\ / �\ //' / \ (MIN.KNEE$PAGE 2T°) 12-982 61DDINCs 111 0 109 \ / \ // /// \\ REFRIGERRAATTOR w 3 Q Ia iTO PROVIDE IXP08ED PIAPE9 m`•m2-2�-13 B411 30°MIN- OPEN KICK SPACE 12982bevelaTldxpldn FOR ADA ACCESS BUILDING #2 T.I. PLAN n 3 COFFEE ROOM 1 oA 2 0 I' 2' 44.1 Z, - 0 6' 1' 2' ��al'-� M1r ■1J vzl -� %mm" PERMIT SET CEILING LEGEND KEYNOTES D 0 1 0 1 0 [I'/z// 1 0 0 G P. CON ERE CE OFF( FIC S�1'1ROL DESCRIF'TIOI�I I 5,=z �-TAi XT 4 a 2.2eEss� 102 E �z_ D_ L 5/A5.1 FOR ADA FIXTURE ® E T Y 103 1!D 1 m6 ARMSTRONG SECOND LOOK 2X4 TILES W/ 2X2 GRID ACCESSORII HEIGHTS = 1 SEE DETAILS 1, 2, t 3/A5.1 EcoN II II ® 1 ( 2 INIAL!_ TIRE DETECTION 4 ALARM PER �SQ► q1 = B COD . WORG PROVIDED 5Y DEFERED O fl B B INDIRECT LIGHT FIXTURE TUBE FLOURECENT SURMITAL - RIDDER DESIGN. X111 I I II IIB 2x4 LAY-IN FLUOR FIXTURE. 3 TUBE, 24 CELL 1 = Tr PARA5OLIC LENS ELECTRICAL LEGEND DUPLEX OUTLET, STD. ADA HEIGHT, HEIGHT II _ II +IS" AS NOTED IF DIFFERENT. D "D" 30 AMP. DEDICATED CIRCUIT V — — — — B (D SUSPENDED LIGHT FIXTURE = OFFICE DUAL JACK VOICE t DATA VERIFY WIRING i II — II B < x B 1 IREQUIREMENTS W/ TENANT PRIOR TO ` C" COFFEE SUSPENDED ACCENT PENDENT LIGHT FIXTURE I..LJ J 1/II BF-114T ® QUADPLEX OUTLET �• '� { = NEW 4' SINGLE TUBE FLOURECENT ACCENT LIGHT — FIXTURE OR ROPE LIGHTING. © COAXAL GABLE OUTLET II — II — \ HALLWAY •— lOq 0 NEW CEILING MOUNTED 8" CAN LIGHT FIXTURE O THERMISTAt Qicc — /113 4 WALL MOUNTED LIGHT FIXTURE ENE II -_ I _ _ , ® G RAL NOTES . SINGLE SWITCH � _ � 1. THESE PLANS ARE FOR THE BUILDING SHELL ONLY. m m �. II II B DIMMABLE SWITCH. ' —_ B B 2. NO PARTS OF Rl.1 �ffTHE STCtURAL FRAME, FLOORS, OR 0 ILLUMINATED EXIT LIGHT W/ SACK-UP BATTERY CEILINGS ARE REQUIRED TO BE FIRE RESISTIVE M _ POWER ARROW INDICATOR FOR EGRESS PATH IN CONSTRUCTION. Q M II II <1 DIRECTION SHOWN IN PLAN. ' 3. THERE SHALL 5E NO INTERIOR FINISH FOR EXTERIOR EMERGENCY EGRESS LIGHT W/ SACK-UP BATTERY WALLS IN OPEN LEASE SPACE: GYP. 5D. FINISH SHALL 5E X111 II �3 POWER DONE DURING FUTURE TENANT IMPROVEMENTS. 0 SMOKE DETECTOR (VERIFIED 5Y OTHERS) 4. SEE STRUCTURAL PLANS FOR LOCATION AND II — II F I O° DESIGNATION OF SHEAR WALLS. SHEAR WALL SHEATHING = —_ RID INCA OFFEICE OFF CE <B> OFF( 10 EXHAUST FAN. (SO GPM TYPICAL) SHALL 5E PLACED BEHIND GYPSUM 50ARD FINISH. II I AN _ II 112V N. ] F11 0:11!a CEILING FINISH ELEVATION A50VE FINISH FLOOR (AFF.) ELECTRICAL NOTE-s: WALL TYPES IVORY SWITCH t COYER PLATES (TYP) ELECTRICAL CONTRACTOR TO PROVIDE SYMBOL SU5MITTALS FOR ARCHITECT'S REVIEW 4 APPROVAL �-- T- 1 . - � - P++.,■�� O TYPICAL EXTERIOR WALL (NON-RATED): 31/2" 2 I1 1 5RICK VENEER (VENEER TO 5E CONNECTED TO 0 I 2 4 " A4.1 BLDG. FRAME W/ SIMPSON 5T TIES a 24" O.G. EA. (� 1/4 - WAY.) WITH SEE ELEVATIONS FOR LOCAAIR SPACE OR CULTUREDTION) C� N OVER TYVEK WPAP ON 1/2" PLYWOOD SHEATHING N (SEE STRUCTURAL) ON 2X6 STUDS a Wo" O.C. O PROVIDE FIBERGLASS BATT INSULATION IN FULL 63 * /� STUD CAVITY (R-19). (FUTURE INSIDE FACE SHALL CAI VOP ,450VE 5E ON LAYER 5/8" GYPSUM BOARD OVER I MIL (� ■�■ VAPOR BARRIER BY TENANT). #-+� � l O I I I INTERIOR BWOOD STUDS a V wt) 150. 15OTH SIDES TO 10'-W. (SEE DETAIL 4/A5.1 FOR - 1 Iz 1�1 —— BRAC INGJ N I #k �lC C P• 101 CONFERENCE OFFICE OFFICE C, lU 102 ENTRY 103 im5 lm6 —_ 1 X11 _ 102 d) d) IL (p I f + Q OB4- 10'-1" �0! y 4 8y �'-�" 8i12 14 3,142 11 I -Il--� .11_ -•t --<B) +4s —� " +42 10 3 OFFICE Revision$ ..._ COFFEE B 114 T — — — — - - - 1r- 1f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CITY CHT VALANCE — — — — — —— COMMENTS LJ - - - - 7I CE) - -i\- - - Z I _ -,\ I \ / I ( 13 DREOS.WIG. ND EREVISIONSHALLWAY L SHELVES 3 - + + _ DESIGN REVISIONS 5 B �, 5 SITE COVERAGE SITE COVERAGE -- ISI /113 — PENDANT LIGHTS 4X4 SKYLIGHTS J� / - - - - - - - - - - - - - - - - - - - - - - - 7HT vALATI�E- - - - - - - - - - - - - - - - \ / \ / \ / PL-2 _ - - - - - �1 I B ff 104 103 103 103 103 B ULL HEIGHT 5TORI SPLASH lPL-1) ' P-LAM I1 B COUNTERTOP 61_111 5'-�0" 5�_Oil �� 4'- 2 -I�_�� 4'-W2" �� 4'-8y4" 14'-3y2" — _ / \ I \ \ / PL-2 Drawn 8y Checked By / \ \ / - ADA SS. SINK PROVIDE MAF 1�8 B OFFICE `r — OWL DEPTH MAX. 6�i" \ Project Number a0 OFFICE B OFFICE 108 (MIN. KNEE SPACE 2-1u) �_ RIDDING a 111 B OFFICE B 0 \ / \\ // // \ UNDERCOUNTER 12-g82 112 11(j> 109 / \ REFRIGERATOR issue Dote PROVIDE INSULATION eat-2'1-13 TO EXPOSED PIPES Drawing File Name - 30" MIN. OPEN KICK SPACE 12982bevelandxplan FOR ADA ACCESS Sheet Number COFFEE R®OM 0 1' 2' 411/2 1/2 11 = 1 ' 0 o 1' 2' %MMI111111111111111111 PERMIT SET KEYNOTES _ ` D A. BISSE7 t 2 23 1 STANDARD BRICK VENEER, RUNNING BOND. 3 12 2 BRICK PANELS, 1/2" INSET. REGION 12 3 NOT USED Orj Q 4 BRICK VENEER 1/2" OUTSET SOLDIER COURSE LINTEL -8 WINDOW HEAD W/ STEEL ANGLE IIIIIIIIII HIM 111111111111111 1 11111111111 111111111111 SUPPORT. O BREAK METAL COPING CORNICE. SEE DETAIL E 10 5/A4.1. OWELDED STEEL CANOPY, PAINTED DARK d i I Hill BRONZE r� MATCH STOREFRONT. SEE SECTION H- cd 2/A4.1 t STRUCTURAL DRAWINGS. V � OBRICK ACCENT DETAIL SOLDIER COARSE 1/2" 1--- INSET. Og METAL BUILDING LIGHT FIXTURES. DC Q > OSTOREFRONT WINDOWS DARK BRONZE ANODIZED. N W 1,a P.T. WOOD TRELLIS. W/ WELOED � PAINTED � � � STEEL BRACKETS, SIM. TO CANOPY m m � 'o BRACKETS. V O11 PRE-FINISHED METAL THRU-WALL SCUPPER t M OO DOWNSPOUT. • Q M d Q 12 1/2" BUMP OUT '� o O SOLDIER COARS 6 WINDOW HEAD SEE DETAIL 0 13 3 3 r=467 ELrm\/4MrION wEsor =i. =\0004TIOI i 6/A4.1. O 3. 11 1 0 1' 2' 4' 3 3, 14 (2) STEPPED BRICK ACCENT DETAIL SOLDIER 4 _ 1/�4 - 1 1/4 " ' 1 ' 0 I 2 4 � COARSE 1/4" OUTSET EACH. HIM IIIIIII TYP. 0 4 O p[ 63 a --G) d � TYP. LU O u� Oz �u AC � d) d) 0 3 2 SOUTH ELE\/4TION 4 141 = 1 ' 0 1' 2' 4' 14 13 g 12 12 Rev(eione TYP. TYP. I CITY COMMENTS 04-03-13 !vNexw OE PET R.O.W. DEDICATION 2 /3\ DESIGN REVISIONS 4 DESIGN REVISIONS 12 TYR 1 Drawn By Checked By TYR M4� 1�8 9 Project Number TYP. 12-982 Issue Date P>2-21-13 FINISH FLOOR Drawing File Name 12982bevelandxplan Sheet Number 2 2 2 7 3 O;zorH rmLrm\/4tION A4.1 TYR o _ PERMIT SET HEAVY DUTY BREAK KEYNOTES_�. O S D��_ � METAL SIM. TO - 11 _, ._....._...._._._____..._.._......._....____.._...._.._.__..._.._........_..........._......._...._....__..._._._...-----_._ ID A. BfSSETT .................................................................... ............................................................................................. CORNICE PIECE = cY1 BRICK SOLDER 1 BUILT-UP ROOF, SLOPE 1/2" FER FOOT z 23 1 COURSE OUTSET OVER PLYWOOD DECK ON OPEN WEB • 1/2" TYP. ALL JOISTS PER STRUCTURAL. 11NSl:L,4TE "-'U R RECON .0o,——————————————— xv MTL "C" CHANELS WINDOW HEADS I R-38 WITH WHITE VINYL FACEC ,� FIBERGLASS INSULATION W/ FLAME SPREAD 25 4 SMOKE DENSITY 450 02 3 1/2" BRICK VENEER (VENEER TO BE 3 CONNECTED TO BLDG. FRAME W/ A4.1 i 311 SIMPSON BT TIES 6 24" O.G. EA. WAY.) II WITH 1 AIR SPACE (SEE ELEVATIONS) o 2 GAP 4 OVER TYVEK WRAP ON 1/2'' PLYWOOD ". \ / € SHEATHING (SEE STRUCTURAL) ON 2X6 ♦ STEEL DECKING `_ _ --- ———— --- .000 = SLOPED TO DRAIN A4.1 STUDS -S 16" O.C. PROVIDE C" c{1 FIBERGLASS BATT INSULATION IN FULL " ' STUD CAVITY (R-19). -a � c�1 w i Nt:)O W E ol �F" CONC. SLAB, SEE STRUCTURAL. = v (�) V � , ,/2 I f _ , 1 111 311 611 it 1/2 I f = � I III 311 611 1' BRAKE METAL COPING, MIN. 18" Q -� - Cz NON-COMBUSTABLE FACE BOTH SIDES, TYP. W HEAVY DUTY 5 WELDED METAL CANOPY ANp SUPPORT do O - BRACKETS, PAINTED. _ 0If BREAKMETAL ........................_........_......... ................................................... m o STOREFRONT 6 HVAC UNIT: 1200* WEIGHT, VERIFY WITH 0 �. DOUBLE 3x3 MTL O _ O cv ANGLES ........................... .......................................... WINDOW BIDDER DESIGNER. M v g (2) COARSES OF -� FIRE BLOCKING IN STUD SPACE AT p o 1/4 STEPPED O CEILING AND OR AT 10'-0" INTERVALS SOLDIER COARSE SLOPED CUT FROM FINISH FLOOR. 0 BRICK SILL 4" GMU LOCATED AT TILE SEE O BICK PANEL ELEVONS (2) 1/2" DIA. WELDED SEE ELEVATIONS 8 ROD SPACERS O STOREFRONT WINDOWS - DARK BRONZE(V ; W/ GLAZING (LOU)-E) 4'x4' STANDARD DOMED SKYLIGHT JA INSTALLED PER MANUR REQUIREMENTS. CORNICE =ST44f UJ INZ�®UJ BILLz r2%""*N LU4LL SECT I Oil C41 _of=*'l X14. �. 1 1 _ III 311 ('11 1' A-4. ff = I I III 311 611 11 3 „ _ � , � 111 •111 311 / II I /2 II - � 1 ■ ■ 1/2 H 1 0 611 11 21 L ■ ■ O •i }— N acs v O _ - --- ._.......................... _ 10 __.___.._..._.._.......__...... __................... Ul -------------- .................... ___ ..---__-.... -.. --_ ............... . ..._....._.... ......._........ - ..........-------...------.................._ ..------------- _......................."'.. ...... ............................................... ............ -- ................... ................. tI i SLOPS 1/2 ' ' fi�R SOOT � � O Ci l i 2 TYP. d) to I; I I I I 1 TYP. I' I 3 I: I - I I _ II , Revieicne II { I CITY COMMENTS /2\R-O.W. DEDICATION - = 3 DESIGN REVISIONS jDESIGN REVISIONS I I I ' II I I I I" I .. I' I' �I Drawn By Checked By I � 3 1 I Project Number \ . . 12-982 .. _ Date at XL{ Drawing File Name 12982bevelandxplan ........ ir---OL rill X* ..: : ...........: . Sheet Number NOTE: SECTION SHOWN WITH BUILDING *2 TENANT IMPROVEMENT WALLS 4 CEILING 1/2 If _ 1 I m 611 1' 21 FOR REFERENCE. BUILDING *1 4 *3 TO BE SHELL ONLY WITH NO INTERIOR WALLS. PERMIT JET ID A. BISSETT 2 23 8TRIJCTURE • 10P.ICA. RECON 'A" 'I��4M 'N Fi�-N1,A f I N1 q Lateral Fprce Biracingi g,ovi: Hanger(SuspensicW Wires Lalteml tome Bracing 0 Ceilings constructed of lath and plaster or gypsum board,screw or nail at- •Hanger and perimeter wires must be Wumb within I in 6 unless ftula 5a) 3. lachod tususperyled membilm that support£$coiling on onc,level exi soing counter sklpinq wires are�3rovided Ifigure W,. 000 1 XL flip .................... ....................................... Pram to wad anaill be exempt from Me lateral force bracing requirements. Haflger wifesshall be 12 gage and spaciad 4 teet on cerfWr or 10 gage CROSS TEES LATERAL FORCE HrRACING PFMNIETER WIRES Vr I)*cross member that if mth bcadrig Suspens8. ion Systems for Acoustical Lay-in Ceilings f-r-A-4cl used to prevent 111aniger wines.placedwithin eiot inches 2. "mal 5 feetan _z�s,.:.., 8"(SEE 4- _mwLateral forlot,bracing is the use of vroticalstruts 4compression posts)arid •-Any cofinorlian at the wpporll roostructio0shal tie capable ofcar- the main beams,also kz411),ivo as cross ceifing upitil of tersh"Ve- of the surrounding waft. Seismic Design Categories D, E & F Splay kvires(graft figure 21, rying; r.:frff,�s T,bari;. m(int dilfing a se:&rTar event.I.;i"t-al PLENUM --0-MAX LATERAL BRACING 0 12'9j�i not less thar,100 pounds, 'A:N1 •For ceiling eecling 1 A00 squale faet�honzorlail restraint of th Celli- force bracing 's 4fruits ............. . ..... areas exc Powdet-dirlo-ri shot-in ancilors IRAFs)atroan.approved n*1hod of altachrrient is of verticaf,, r:IF The space above a suspended ceiling. for hanger Wires.��+.-,:� -"1,_,&- � : , �� ',*� I and splay wires. rig "........... A oirculair or rectangular miltal grill -Termlinal ends of each main baron and crow tee aluv,he supported willik"8 1 tsad for tho passaqe Of a.r from a MAtN SEAM $LACK WtFAE •Lateral Force Sfacing shelf be 12 feel or..center(miliximum)and begin no itrxii(-,Lit eact;wml witin a ixfimeter vAre lsft figare4&5 b),-Y�Y� I. MAIN RUNNERS,INTERMEDIATE DUTY,SUPPORT WITH tatthei,than 6 feet from waft_-1�i�i�r.� �v:� - ducled system Pia ptinwry stsperision member stip- A 12 gage wire that is riol VgN or 1W. W LL41RE AT 4 FT O.C. This document has been.revised Czvr%."s "'o ro�' -Wtier:;stidl riat attach to Or bond around intafk-61`39 Maleliiaj LY UqUiprrielt,A parted by hanger vvires,also known as E ,to be four 12 gage.. ;Atached to the main beatn� tnij:RmEr Or eouivaient de-ce shall twf used where ob*&tructions preclude direol. 40 Seismic,splay W:es"we ESSENTIAL SERVICr BUILDINGS the mail,,runner,carryiryj carrying SPREADER w,SPACER BAR 2. MAIN RUNNERS,HEAVY DUTY,SUPPORI LLNT14 W WIRE basedon current BuildiN Code Wiresairs arrayed�W'Irotiri each other and a',an art 'a not exceeding 4!Y'fforn suispension.Trapeze suspensions shalf be a minitnurn of back-to-back Vi:'..inch A bar with nollohas to prevent the sus- AT 4 FT O.C. Any buildings designed lo be tsec fvrlrlc�r or matris, the plane of the calling.--.kr,,�r.� cold-rolled Chan-lets for by pul>Z agerlcjt�i as a tare station. -ion ti'stent ai'so arts exceed4lq 48 inches. pe-rif, stern-frorn sopwatim standards.in all buildings,other th art Maximum Recoroillendecl Lengths for •Seismic W Id called a stabilize bar, ay wires shall be attached to the gild and to the structure in such 3. PROVIDE STABILIZER BAR 5ET11JEEN ALL MEMBERS stat(3n;e mergency operations MOLVINGiCLOSURE ANGLE Elwthe"),fixlurps p0ce AT PERIMETER AND NOT ATTACJ-ED TO WALL ANGLE. styuctures classified as essential z Vertical Struts a mariner that they can support a design load Of not test,than POO ports ds Or centi,,,,State Patrol office,sheriff's A light gaug the aotust design load,with a safety factor al 2,whichever is greater(figkire fixtures weighirg less than 10 pounds Shall have one 12 98"'a Itizalger a metal angle or chafl- z SPLAY WIRES CIS offfi�-,.("enter tart nA_ fastened to the Perimeter waif Or 4. MANGER SYSTEM TO rZGN WITHIN 81 OF PERIMETER. facilities,suspended ceill Irkstalled 6b). s,. wire(xitinecle'd from lhei fixture to lhe structum..above,This wire may be zlack, Wiires instaiied at at,anglie rattle than C" EMEMM • -tatd)center, partition to ., , �, 1�� v.. � disi: -Powder-driven lPAPSI;�w1lent used for seismic;application pwpondicui[ar to the qrid. B. LATERAL 15RACM SYSTEM TO BEGIN WITHIN 6 FEET in accordance with tile prescriptive cxnt0uit up Light fixturesweighing more than 10 Pounds and less than 56 lbs.shall nave upport the petirrietet ends of wi-a-- 41,>r )f the prescriptive pall-,in Seismic Design Categories D,E arid E shall OF PERIMETER AND WIT14IN 2*OF CRO88 RUNNER �400 -------------------r two 12 gagiewilres attached at opposing coorners of theiight fixture to the couistical ceilirg grid. have an ICC-ES approval for seismic applications aridshall require"special Up lo 7,8' i Ttuil,main beams and cross tees a'the VERTICAL STR§JTS INTERSECTION. (4)12 GA WIRES SECURED TO MAN sitn4hoe above.These vAtes may beslaGk. ThAfq RUNNER AND SPLAYED W DEGREES FROM EACH fix EMT conduit provisions of the 401 document are W-W rrSpecton'�Irrespective of the type of Occupancy category the structure i iM -—---------- deemed to comply with the current WIMETER CLJPs OT14ER AT AN ANGLE NOT EXCEEPW3 48 D15CMIMES EMT condvtt up 10 9,9, :z PAF awhors •kg kicker win)$jisplayed wires imiWed for purpose�i Other than f3f Light FixtuTm weighing mc"tlifto 56 lbs�stia,be suopofted directly frorn I. e lateral force braczn of thesuspension 5& FROM THE CEILWS PLANE. A BRACE AT 12 FT.044 Proprietary angle bracket attached di- seisirinic testratinit)are exempt from this requirarnerd. structure above.These veims must be laut,,, f�: a a -tied r supported fifnin the.structure,above recslv to thewa:: angle system,Also knov,,rlas oompresmn EACH WAY. building code interpretation. HANGER MRF Per"dwit mout Ixti frefs shall be direct( varWw h�w-u*rtfts.�Mwnt Posts,Seismic poes,seismic struts. ?v or 12 gage soft an.ne-ale-dwire used wtilrn allow"fc." rnoverrient in the 0- Splay wires are to be within 2 inches of the connectim.of the vertical strut*a usiN. thout 1z •up to 12 a 9 gagewire or art approved alternate support wi using the ceiling art,electft-w can- 6. STRUT AT EACH LATERAL BRACE LOCATION. This dtxurrlef I*provides the I8C-?W9 gle I�A'metaf stud r20gauqe) as prir(iaf y sliplxwl for the.96d system, evemof seismicactivity smpension systern for direct�,uppori, ::elle,:(suspenslonwires, of gri, .N" dwit iEklTi,trie:al studs or propeiatt" rte' f3ack-to-Nlick V.,V metal shid zz up to 15,0, Rigid btacing,pray be used in lieu of splaywlres�1� Taridet a fixtures afay Ay with P ducts, 1. AT HANGERS MORE THAN 1.6 OUT OF PLUMB,PROVIDE cid ndards for the. referenced sta, N_;;�7_"ft-Ri ............ utilize miritnon wires. prop- nds d stern, pro 20 gaugo) . .................. ............ COUNTER SLOPE HANGERS. Ceilings with plenums less than 12 inches to stn.;lure we not required to installation of suspension systems Single 2�V metal suid(20 gauge') �z up to 11316� have lateral )rce bracing cl� S. WHERE MAWxER ORES ARE NOT POSS15LE DUE TO Terminals or sprvines.welighing 20 lb&but not more than 56 lbo,mist have,hyn ................-................. ...................... ...................... 0 Vertical strut;rriust be pcisrtivelysttached to the sus systems and the for acoustical lay-in ceiling& Gelipral Back-to-back 2 rnrltWt stud i uptols�o' i 12 gage kstros oorillmlirig them to the cA:ffv system hangers or the stnwt,�lre OISSTRUCTION15,FIROVIDE A TRAPEZE OR EOJIVALENT r14 : structure strove...,. TRAPEZE SUSPENSIONS FOR SPANS -Referenced sources W ri*rarahy:2009 ISC(Internaliaf*Building Code: abovv,These wires may be slack. DEVICIE ........ Tbevertical strut alay be EW vonduiL vleull WuKJ3 w a pruprielory corrlpre,3- EXCEEDING 48"SMALL BE A MINIMUM OF *Terminals or senvicAs Weighing more than 56 tbs.trust be independently Incorlporation of this document will American Society of Tasling Materials(ASTM C 05,ASTM C 636,,A$Thi BACK-TO-BACK 1/4"COLD ROLLED CHANNELS. provide a more uniform standard E 56alE 580tA1,A.-iritoican Sociely of Qv4 Engineers(A$CE 7�O��)arid Cell- sion post(we figure 3), supported directly frorn lho sbwctore above,Tfi,-tst�%virot;roust be taut, t30 d 'Wall MoUngs ii.�gfmx-,�1;ft avel�a�i % CONNECTION DEVICES TO THE SUPPORTING in .s an Interior Systems Construction Association(CISC;k�. CONSTRUCTION SHALL BE CAPABLE OF CIANRYING lINP-A Nlt�t�5�f,,Sr. NW%.,g hilz, s�fivwg�Nf :Or:rlstillalion and inspection,This 6 Partitions tnat are tied to tie coiling and all patlitions greater than 6 feet in Wag moldings(periirmter closum angles)tire required to have ahorizonfall se�sfnic 1�.�*)Pafation Joints NOT LESS T14M POUNDS. • beight,shah toe laterally braced to the sAtticturel. Bracing shall be indepen., ifgvee 4,is docurriont •is designed to accomplish flange 2 One end of the ceiling grid shag be attactled to the wall 0 For coiling areas exceeding 2,50C.square feet.a saisvrfie saparilition joirg or tull Sw, it i W.A.NP,11-5 fc�rov,�.f'foliv yaltrz,,R is dewit atille cling splay bracing systerr.:�O:,::,: i r>f, z"� zz z Attached Walf Molding molc0n%the other and shall have a-Y,inch clearance from the wall and free to height wall pailition tt%at breaks the cailing shall be proMed unims analyses' 10. LrzI4T FIXTURE/EQUIPMENT SUPPORT s&4 the intent of the Intemational 6 For further,informaifion on bracing of rion-loact bearing partitions refer to we petformad of ffia,cefitK letratioris NWCBO gs bracing is em.closurvek angles and par to A UTH INTERMEDIATE DUTY SUSPENSION SYSTEMS,12 -�ps R&SWAI documentation ties been pravrided to(tie local juitisdic- to provide sufficient clearance,< m spc��, "rson lor trip iwall arM ceiilong housli"',zt &A MANC* -L BE ATTACHED'to THE GRID e%n NW,CB technical document#200-501,. building Code(18G)withregand -All main beams are to be Heavy Dirty MQ tion,pelf imeter clips may be used to satisfy the requirements lot the 2-inch Toll Fre�i it,%"1524-42 1 P*vdes, to arc,lifuL-,arif"tt�e ccm- MEMBERS W1114IN 31 OF EACH C401WEIR OF EACH The layout and location of the seismic seDatation ioint shall be per the dissign- to tile requirements for seismic closure Angie. S, K 'record ana noted on thrl pwis,If a seismic separation joint is"uired ly 00 w, FIXTURE. TAMIXM FIXTURES MAY USE COMMON URES. e% -A4T FIXTURES WEr-A-111451 LESS TI4o'%N D&POUNDS O pp .Alf cross tees,shall be capable of load W0=1 exceed- The grid Shall be aftiched at two adjacent waft(pap rivets of approved meth- the desigve.��he designer rnay use,the generlejoiril detailed is)this .•'. B.indus1tv. 5. LIC REQUIRE TWO 12 GA SLACK WIRER FROM T14E FIXTURE design category D�E and F for ing da*rCtiairk equal to VWG d«its spam: 1, . �i.,: call),Soffits extending to a pc*rt at least level with the bottom piano of the grid or a proprietaiyioint The arnount of free movement(gap design)shalt bea HOUSW_x TO THE STRUCTURE ABOVE. * These recomimendacons are Intended above aro A�3 the,odw3lr, a arid indeTAiindun0y suf)puricd arid laterally braced to G. LrzI4T FIXTURES IN EXCESS OF 56 POUNDS SMALL suspended ceiiingsand related itnms, f(x lust tet?ceillirij,js includitV gr4 deemed to be equivalent to walls-' In lieu Of wisfTk,separation joints, I BE SUPPORTED DIRECTLY FROM THE STRUCTURE the ceilling may be divided iriloarms Less NWCB-Omgrrri panel or tile,light fixtures and airi i. ftw 251DO square fee,by tiw use Of pa rtitions or soffits as follows.part itions sha:l ABOVE. Unlesi5 suppot led by enginelering', n. terminalsweiqhir ig no mom ll�*4 lbs, div Cdr rt D. ALL LIGA4TN3s FIXTURES SMALL BE POSITIVELY extend arnirfirrufli;of 6 inches above the level of of the grid and %veadef(spacer)bars shall be used to prevent the ends of the main beams the intont of NEHRP N81iorial Haz- ATTAC4-11ED TO T14E CEILING.1 SUSPENSION SYSTEM. the suispension system shall be per square be inds;xriceritty braced it>the structum above.Soffits shall aKtrmd to a I:xilrit at 60N 2q5-P7_111 Unattached Wall Molding Requirements an d cfaiss I ees at pot i rneter watts from sprem i ng open ch 01 ng a selisrilic ave.ril, E. CEILINGS MOUNTED AIR TERMINALS OR SERVICES Last levet the bottom plane of the grid and shall be indeperiderifly suppon ed ram)an ofFEMA LESS MAN 20 POUNDS SMALL BE P06ITlYMY installed per these nequirvrients, * AM take ties awto be throetight Jurns Pee"moter voires shall not be in 4W of spriaeder tiars.SEsrxt tateta•?P t>rtacfxl t<i ihi= ntx>ture<ikwwe. .:::;. . \ RZ,Wall aridGe iinq Assoctailimf w Crf)��'gerwy Ago�W.if ,: \ ATTACHED To CEILWz RUNNERS WITH 00 Phone:(Wel)575-0511 •Otbek than partitions and soffits,seismic rits may not be used as part at a is rnear'..* I set-f SELF TAPPING SHEET ■METAL SCREUJS AT 12"O.C.MAX Manufacturers'recommendations ------- -- --------------------- around riself within lhtft itirlies,TWelve Spreader bars are not required at perimeters whom runners am attached Ore,rated ceiling assernbly unless Rkstantlating documentation is provkAed, Fax:i 4)597-7208 W)d is fK111k Mt0lCwf�fk)'any gage Hanger wire spaced 4 looton ren- directly to.dosure angles, . F. T-8AR�ILtJGB SHALL NOT tsE USED TO SUPPORT should be followed whom applicable. tw(ugure 11), PARTITION WALLS, •Wire tying is an acceptable alternative to spreader bars. \ f`rctje:r:t. 0 Changes In ceilinq piarieg win ri"Jite 'ni �m Spreader?jars ate nct requited it a 90 0egroo InterseCTIrV. crosa or main is SO! tanly or guamntiK,. or i54;z cm i im isils wro or rz irki Positive bracing, ♦ 0racir, Th�,NWCFZ ni s or Phone!(403)250-7046 f within a inches of the perimeter wall. For ceiks vAnvul rV g,sprintlier headperim.rations haw a 2 inc Where substaintiatirig documentation has beer promded to the local jurisdiclion, oversizzie ling,sleeve or adapter tlitough the calling tile to allow free morierneol of at Fax:001,2q!-9&1 11 r"2 perimeter clips may be used to satisfy the requirements for spreeder bilin-1 least 1,inch in aii horizontal direction�..Flexible f*W'design 00 car,accomirriodate IN -1:miv il. N A,- /01,�l BE I SM I ro C)rz 6 1 GN C)rm Mr 4 1 LM lip I le 411 GYPSUM BOARD Z WHERE REQUIRED j. N.T.S. ❑❑❑❑ ❑❑❑❑ 4'-s" 12g GALV. STEEL WIRE C14 HANGERS @ 6'-0" (MAX) OC EA. lY ❑❑❑❑ ❑❑❑❑ dJ ❑❑ ❑ WAY . FASTEN TO RUNNERS W/ MIN. (3) TIGHT TURNS W I NF...) OW SC14EDULE WITHIN 1/2" OF RUNNER, TYP. COMPRESSION STRUT �:3 71 1, - & BACKING WIRES Ci z MAW SIZE DETAIL FRAME KEYNOTES II 11 STEEL OR WOOD-\ PER T-BAR CEILING WIDTH HEIGHT MATERIAL FINISH 11 STUD WALL & FINISH SYSTEM DETAIL I I PER ARCH SPREADER BAR CEILING GRID I-oil 91—I I1 AT ENDS NOT FASTENED OF HEAVY DUTY A _6 ALUM D$ 1,3 ip I I I I I TO WALL ANGLE MAIN RUNNERS 5 &'-0 3 -2 ALUM D5 1,2,3 11 & CROSS RUNNERS a z I-011 E�1_511 _N SPACED PER ARCH C ro - ALUM D5 1,3 Ll 4-14- -4 _01151-011 - % I...I...I... ......... 0 D ro ALUM C>5 1,3 ...... ..... 1-01151 :3 in -all - ALUM C>5 3 VETS ALONG 1/8" POP RI > lilt 11 11 11 1 1 8"1 (2) ADJACENT WALLS r% r% HORIZ. STEEL OR WOOD/ UU NOT FASTEN & MAINTAIN STUD BLK'G. �D CEILING 3/4" MIN. FREE SPACE @ A551REVIATION6 <FrNOTE5 ANGLE ELEV. L OPPOSITE WALLS ALUM ALUMINUM 1. ROUGH OPENING SIZE, SEE WINDOW ELEVATIONS FOR MULLION CEILING ELEV. LAY IN ACCOUSTICAL 015 DARK BRONZE ANODIZED PATTERNS. WALL ANGLE TILES PER ARCH STL STEEL 2. VERIFY SIZE, WIDTH TO MATCH DOOR BELOW. PT PAINT 3. LOW-E INSULATED GLASS- W/ 2" HORIZ. LEG =L ATTACH TO WALL SS STAINLESS STEEL WINDOW ELEVATION& 5R 5RJ514ED W/ #6 SCREWS @ 24" OC DOOR SCEIDULE SIZE DOOR FRAME 3 C i i NCS �Yst1� �'Y ' C 3 NO. HE)W, REMAW5 3/411 11-011 WIDTH HE*W THICK CM IUn FIN a I RATWs MA7T'LFIN DETAIL RATIWI 3'5 41 1211- 42 I MIN.101 PR 31-011 a'-oil 11/411 - AL 5A TEmr- NR AL 5A - NR A CITY COMMENTS 102 PR 31-01, 81-0 1 1/4" SIC WD FF - NR Fr_ - NR 5 ECURE TO HANDLE APPLIED LOADS SEE /1,1\04-03-13 V SCHEDULES FOR AFFOVED ATTACHMENT R-O.W. DEDICATION 103 3'-0" 6'-0" 1 1/4" SC WD PF - NR TMY PF - NIR DEVICES. COORD. WITH AHJ FOR 5PECIFIC /2\ 04-15-13 TP. REQMENT5. DESIGN REVISIONS 04-ICJ-13 '-0" &--0" 1 1/4" SC WD PF - TMY FF - 104 F 3 NR NIR E UNDERSIDE OF STRUCTURE DESIGN REVISIONS 105 31-01, a'-oil 11/411 SC WD PF - NR TMY PF - NR r1> LATERAL WALL BRACING 4 FEET SIC)IS UJ4LL1 O.C., ALTERNATE DIRECTIONS TO LUALL -STRUCTURE. O O 60 SOUND BATT 4 FEET OF PARTITION 36011 EACH SIDE D00fR �44FRDWARE T%rf=E. MAX. MIN, SUSPENDED CEILING SYSTEM E PASSAGE LOCKSET DISP MIR. A ENTRY / EXIT HARDWARE (PUSH/PULL) SCHLAGE D-SERIES, ADA LEVER RHODES DESIGN NEOPRENE FOAM TAPE CONT. AUTOMATIC CLOSER, ADA COMPLIANT 2 FxR. BUTT HINGES EACH BETWEEN BLOCKS WITH ADA COMPLIANT THRESHOLD AND 2 ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP WEATHERSTRIPPING CASING BEAD 2 PR. BUTT HINGES EACH FASTEN RUNNER TO CLG SUPPORT ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP DOOR 4 RELITE A55REVIATION5 AT 2 FEET O-C_ THRU NEOPRENE Drawn By Checked By AL ALUMINUM 44M HOLLOW METAL ST STAINBLOCKS 1`�t4F DB 5 BARN DOOR HARDWARE CA CLEAR ANODIZED M MINUTE TEMPTEMPERED RED W1 WALL MOUNTED OVER HEAD TRACK HC HOLLOW CORE PT PAINT WV WOOD VENEER SOUND BATT 2 ROUND CONCAVE RUBBER FLOOR MOUNTED Project Number IN5ULATE WASTE MAX. SIDE UJt4LL GrP6Ut1 BOARD -982 DOOR STOP PM A5. METAL SC SOLID CORE INS INSULATED 4 HOT WATER PF PRE-FINISHED FN PANIC HARDWARE LV ADA-LEVER LOCKSET SUPPLY 2x4 WOOD STUDS Iroll O.C. Issue Date C OFFICE LOCKSET FG FIRE GLASS Pr PUSH-PULL TYPE SP STOREFRONT SCHLAGE D-SERIES, ADA LEVER RHODES DESIGN MTL PRE-FINISHED METAL FIR FULL-LIGHT FRENCH 5A DARK BRONZE ANOD. NOTES: 2 PR BUTT HINGES FL FLUSH DOOR CL CLEAR GLASS TMY TIMELY FRAME 1. THIS INFORMATION TO BE USED AS A GUIDE FOR CONFORMANCE 0.145 DIA. POWER ACTIVATED DRIVE PIN Drawing File Name ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP VIG VISTACOOL GLASS TO GENERAL ACCESSIBILITY CRITERIA - REFER TO PLANS FOR W/ 1 1/4 INCH EMBEDMENT AT 121382bevelanclxplan PROJECT-SPECIFIC RESTROOM CONFIGURATION. 4 FEET O.C. MAX INTO DECK. REFER TO DOOR NOTES: STRUCTURAL FOR SPECIFIC INFORM. Sheet Number D REST ROOM LOCKSET 1. DOOR VENEER TO BE ARCHITECTURAL APPEARANCE AS 2. CONTRACTOR TO 5UfDFL'r ALL RESTROOM ACCESSORIES --ACOUSTIC: SEALANT AT SLAB SCHLAGE D-SERIES, ADA COMPLIANTLEVER RHODES SELECTED BY OWNER X 4-) A DESIGN 2 PR. BUTT HINGES 2. CONTRACTOR TO PROVIDE KEYSETS PER OWNER'S 3. ALL DOOR 4 CASEWORK HARDWARE TO BE AS SELECTED AUTOMATIC CLOSER , ADA COMPLIANTREQUIREMENTS. 0I lww�OLI 1,,,,4 rz 1 G�4 Er f=4;ZT I or I ONlii,[ U)o1i L L or 0 S;Z 11:) PRIVACY LOCK WITH INDICATOR (OCCUPIED/AVAILABLE) r4 A ROUND CONCAVE RUBBER WALL MOUNT DOOR STOP BY OWNER. 1/4 1 0 1' 2' 41 \,O.5V 1 1/2 11 = I Ill 311 (oil PERMIT SET _ I D PROFFs �Q�IN,6 51 9PE R 0 N OqV 12 Expires: 6-30-13 U J J CIO cc W W Lu 'Lo z E � N Z � O z m r N O J:s:CTco� Y ZOOOC 0�� cv -0 5TRUGTURAL NOTE5 �N CDCZD oE CODE: 2010 O.S,S.C. rwww DESIGN LOADS: DEAL)LOAD - ROOF: 15 PF LIVE LOAD - 100 PSF SNOW LOAD - 25 P5F SEISMIC - SDS = 0.12 WIND: - ASCE 1 95mph 3-SEC GUST EXP.B NET WIND UPLIFT o ROOF 1 PSF ry III SOIL BEARING - 1500 PSF ASSUMED HOLDOWN SCHEDULE EARTHWORK: I- EXCAVATE TO LINES d LEVELS SHOWN ON DRAWINGS. ALL FOOTINGS TO BEAR MARK HOLDOWN BOUNDARY ANCHOR ANCHOR CONCRETE:ON FIRM UNDISTURBED NATIVE SANDS NUMBER STUDS THCK'N SLAB(6) EXT.STEM WALL (6) I. 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 I. HDU2 OR PHD2 1271x 5ST516 OR STBI& 55TB20 OR ST520 DISCLAMR= THE SIGNATURE AND STAMP POR THESE STRXTLA&DRAWINGS ARE VALID ONLY WHEN B. FOOTINGS,WALLS 2,500 PSI 9 28 DAYS AOC.OMPANIED BY A DEVELOPMENT AND LOT SPECGIPIC 3. REINFORCING - ASTM A615,GRADE 60. LAP BARS AS SHOWN ON PLAN WITH 2. HDU4 OR PHD2 (2)2x SSTBI& OR 57816 55TB20 OR ST520 SET C0,1SULTrt�NGE�LLMC�SE&W WIN A MIN.LAP OF 44 BAR DIAMETERS.PROVIDE 24" HOOKS AT COWERS. WET STAMP AND O NNIS 13YEF THE ENGINEER waoeE STAMP APPEARS ON THIS SHEET. CONSTTd1CTION 4. BOLTS: 3. HDU5 OR PHD5 (2)2x 5ST524 OR ST524 6ST524 OR 5T524 SHALL E!E P£WOR ED ONLY WITH A DRAwNG SET APPROVED BY Tiff LOCAL AIRISDICTICN. A. ANCHOR BOLTS - ASTM A301 B. EXPANSION BOLTS - HILTI KWIK-BOLT-TZ. SPECIAL INSPECTION REQUIRED. 4. HDU5 OR PHD8 (3)2x 56TB34 OR ST534 5ST534 OR ST834 G. ADHESIVE ANCHORS - HILTI-RE 500-SD OR SIMPSON SET-XP. U SPECIAL INSPECTION REQUIRED. 5. HDUII OR UPHDS (I)(ox N/A 551x30 9 HDUII� 5. COVER - AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS. A. CONCRETE PLACED AGAINST EARTH - 3" ST534 9 UPHD8 B. FORMED CONCRETE AGAINST EARTH - 2". ®fi�EN SUE ®® RU55E 5: ESU I L T SECOND FLOOR SLAB - HDU14 OR TDX14 (IXox N/A SBIx30 6. FINISH - PER ARCHITECT 7. SUBMITTALS: (4 COPIES) 1. MSTC28 (2)2x N/A N/A A.MIX DESIGNS PER IBC 1903 B.REINFORCING SHOP DRAWINGS 8. MSTC40 (2)2x N/A N/A IBC TABLE 1104.3 STRUCTURAL STEEL: 1. REFERENCE STANDARD - AISC SPECIFICATION FOR THE DESIGN,FABRICATION 9. MSTC66 (2)2x N/A N/A REC �IIRED VERIFICATION AND INSPECTION O� STEEL CONSTRI�GTION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. MATERIALS: NOTES: A.SHAPES - A5TM A992. VERIFICATION AND INSPECTION GONTINUOU5 PERIODIC REFERENCED 5TANDARD a IBC REFERENCE B.PLATES - ASTM A512. I.INSTALL ALL HOLDOWNS PER MANUFACTURER SPECIFICATION PER C-2009 SIMPSON C.TUBES - ASTM A500,GRADE 5. 3. WELDING - BY CERTIFIED WELDERS PEP AWS SPECIFICATIONS. E70X 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 BOLTS EXPOSED 70 WEATHER 2.MATCH STUDS ON SCHEDULE FOR WALLS BELOW ON ALL WALL TO WALL HOLDOWNS. Lu Lu C11c) APPLICABLE ASTM 5. FINISH - PER PROJECT SPECIFICATION. 3.(2)2x OR(3)2x STUDS NAILED TOGETHER WITH(2)ROWS OF 160 3 O.G.STAGGERED. A. IDENTIFICATION MARKINGS TO CONFIRM TO AS1M STANDARDS ® �� MATERIAL SPECIFICATIONS: AISC 335,SECTION A3.4: 6. SUBMITTALS - SHOP DRAWINGS,4 COPIES. SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. AISC LRFD,SECTION A33 CARPENTRY: 4.REFER TO SHEARWALL SCHEDULE AND TYPICAL SHEARWALL DETAILS FOR WALL 1� 1. REFERENCE SPECIFICATION - IBC CHAPTER 23. �IJ 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 - Df.NO I. A. BEARING-TYPE CONNECTIONS. - X 5. POSTS AND BEAMS 4x SMALLER - DF. NO 2 OR BETTER 6.USE SSTBL MODELS 3x 51LL LOCATIONS. AISC LRFD SECTION M2.5 1104.33 C. STUDS - DF.STUD GRADE OR BETTER B. SLIP-CRITICAL CONNECTIONS. X X D. PLATES t SILLS - DF NO.2 P.T.AT CONCRETE SLAB. KILN DRIED D.F.STANDARD TYPICAL III II II ry 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: 3. SHEATHING - PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL. 5HEAR WALL 5O1�EDULE(1-13) A. ROOF a WALL SHEATHING - APA 24/0. THICKNESS E NAILING PER PLAN. A. IDENTIFICATION MARKINGS TO CONFIRM ASTM STANDARDS B. FLOOR SHEATHING - APA - 48/24. THICKNE55 AND NAILING PER PLAN. MARK REF NOTES: 11,9) Note:SIZE EDGE SPACING FIELD SPACING SILL E CONCRETE SILL E WOOD SHEAR TRANSFER � II-I� SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. ASTM A 6 OR ASTM A 568 SHEATHING NAIL SIZE SPACING SPACING CONNECTION.NOTE: l3) CONNECTION.Note ll) CLIPS l8) 4. GLUE LAMINATED BEAMS - DOUGLAS FIR,COMBINATION 24F-v4,FABRICATED WITH 1108.4 WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. A Ips" DIA.A.B. g 0/C OR B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS. ASTM A 6 OR ASTM A 568 5. P.T.GLUE LAMINATED BEAMS - EWS 24F-V5M1 /SP,FABRICATED WITH T(6" OSB(U SIDE l6) ad 6" 12" MASA ANCHORSS 48" O.G. 16p g 6" O/C A35 OR MPAI g 24"O/C WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. %"DIA.AB.® 24" O/C OR 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: X 6. GLUE LAMINATED COLUMNS - DOUGLAS FIR,COMBINATION 24F-V8,FABRICATED B OSB(U SIDE l6I bid 4 12 MASA ANCHORS 9 36"O.G.(12) lbp g 4 O/C A35 OR MPAI g IS" O/C WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. viz"DIA.A.B.9 18"O/C OR 160 3" OC - A. IDENTIFICATION MARKINGS TO CONFORM TO AW5 SPECIFICATION A15G,A5D,SECTION Alco C 055(1)SIDE (5b) ad 3' 1Z ® A35 OR,M; AI 1w 12 0/C 1. CONNECTIONS - SIMPSON STRONG-71E OR USP,GALVANIZED. MASA ANCHORS 24" O.G.ll2)IN THE APPROVED CONSTRUCTION DOCUMENTS. AISGLRF,SECTION A3.5 8. BEDLAM 2.0E LVL bg REDBUILT D }(6" OSB(1)SIDE (5b) ad 2" 12" 1/2"DIA.A.B.a Ib O/C OR ISD 6 2" O/C A35 OR'MPAI s 10" 0/G 9. FRAMING - PER INDUSTRY t CODE STANDARDS FOR ALL DETAILS NOT SHOWN. MASA ANCHORS is 20" O.C.(12) �- B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. REFER TO IBC SECTIONS 2324,2325 AND 2326. 1 E Y* 055(2)SIDES(4,5,6) ad 4 STAGGERED 12" /2 DIA. CH 6 S 18"OR 10. NAILING - USE COMMON TYPE NAILS. MINIMUM NAILING PER IBC �� MASA ANCHORS a IS"O.C.(12) 160 g 2" 0/G A35 OR MPAI is 1" 0/C 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" Iii" DIA A.B.s 10" O/C OR Ibp g 3" 0/Gl2JROW5 q35 OR MPAI s 5"O/G COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL MASA ANCHORS is 12" O.C.(12) STAGGERED 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X NAIL NAIL DIAMETER LENGTH APPLICATION G fib" OSB(2)SIDES(4,5,6) Sd 2" STAGGERED 12" 2" DIA.A.B.6 8" 0/G OR 160 ® 2" 0/C12X20W5 NGAIOKr g 1" O/C 2) MULTIPASS FILLET WELDS. X 30D COMMON 0207" P-NAIL 4-1/2" 3X DECKING MASA ANCHORS 6 10"O.C.(12) STAGGERED AWS DU 11043.1 40D COMMON 0.225"0 P-NAIL 5" 4X DECKING NOTES: 3) SINGLE-PASS FILLET WELDS 5116" > X 20D COMMON 0.192"m P-NAIL 4" FRAMING 1) G-D,D-C SHEATHING,PLYWOOD PANEL SIDING AND OTHER GRADES COVERED IN 1051-95. ALL WALL CONSTRUCTION TO CONFORM TO OSSC 4) SINGLE-PASS FILLET WELDS 5/16" < X 16D COMMON 0.1624 P-NAIL 3-1/2" FRAMING TABLE 2306.4.1. IOD COMMON 0.148 �" 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 013 N/A 0.148"4 P-NAIL 2-3/8" FLR SHEATHING 3) A.B.MINIMUM 1"EMBED INTO CONCRETE. 3"X3"XIi4" PLATE WASHERS REQ'D AT ALL SHEAR WALL A.13A, N/A B MASA ANCHORS. 5. REINFORCING STEEL: -- 8D COMMON 0.131"0 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 U/ U VERIFICATION 5 WELDABILITY OF REINFORCING STEEL N/A 0.162"� P-NAIL 3-1/2" STRAPS_ X Il. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED SHALL BE STAGGERED. 5 H E A R /`L L 4 f OTHER THAN ASTM A 106. TO A MAXIMUM MOISTURE CONTENT OF 15%. 5) 3X OR DBL 2X FRAMING AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. I I O L D C I IA 12. SUBMITTALS - SHOP DRAWINGS,4 COPIES. 6) ALL EDGES BLOCKED. �� / 2) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL 13. OPEN-WEB ROOF TRUSSES: FORCES IN INTERMEDIATE AND SPECIAL MOMENT AWS DIA 1903.52 A. -WEBTRUSSES O TR DESIGNED BY REDBUILT U COMMON WIRE NAILS. FRAMES,AND BOUNDARY ELEMENTS S SPECIAL X AC1318: 35.2 B. DEFLECTION SL L/I80 8) CLIP To BE ATTACHED FROM CONTINUOUS BLOCKING TO TOP OF CONTINUOUS TOP PLATES. RU n REINFORCED CONCRETE SHEAR WALLS AND SHEAR DEFLECTION TL L/740 f� REINFORCEMENT. C. SUBMITTALS: (3 COPIES) CLIPS ARE NOT REQUIRED AT GYP 5D WALLS BUT BLOCKING IS ATTACHED PER THE TOENAILING SCHEDULE. I.SHOP DRAWINGS t 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 AT ENDS BY: IU VALUES ARE FOR FRAMING OF H-F. (o. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCEA. MULTIPLE STUDS EQUAL TO BEAM WIDTH(TRIPLE STUD MIN)WHEN WITH APPROVED CONSTRUCTION DOCUMENTS: X LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN 70 12) SEE PLAN FOR WALLS WHERE SEISMIC DESIGN SHEAR IS GREATER THAN 350 PLF(ASD). 3X OR DBL 2X AT PANEL EDGES AND SILL. RE V I S I ON5: FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUDS A. DETAILS SUCH AS BRACING AND STIFFENING. 1104.3.2 TOGETHER WITH ISD g 12" O.C. STAGGER NAILS. NAIL AND GLUE DBL 2X SILL TOGETHER W/IOD GALVANIZED 9 4"0/C STAGGERED,OR USE A 3X. 5. MEMBER LOCATIONS. 5. SOLID POST 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 TO THICKER SILLS. G. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. 13) 1/16" PLY IS ACCEPTABLE IN LIEU OF 1/16"OSB DATE: 5.13.13 SCALE: DRAWN: JPS JOB NO: 5D-13=O1 TYP PR cc 51 9PE - I r STL ROOF DECK: bR ON p,2 TYPE H 2OGA I 2 8 p 121 COQ` HSS 5x5x3fe, HSS 5xh% HSS 5xhx(, HSS 560f6 4. - J. N L x 4x311 x5!!� L x 4x3''x%b L x 4x31'x5 L x 4x311 x5 L x 431/2x%, L x 4x31'x5!! Expires: 6-30-13 2 /Ie 2 2 /Ib 1 '`b 2 !Ib U 6x10 6x10 6x10 6x10 6x10 6x10 Ln cr Lu DRIFTED SNOW z E ROOF SHEATHING UN.D. -- IN ADDITION TO 25 PSF z c 3'4"CD.X,PLYWOOD OR OSB.W/24/0 THROUGHOUT ,,, MIN SPAN RATING.FACE GRAIN PERP. s 30 PSF CD—>m ' E TO FRAMING TYP,ad 9 6" O.C.EDGES s x 3 CV rn L AND BOUNDARY, 12" O.C.FIELD x -' L M _O cm v " 0 PSF =L j ILL C)&C, - - —- - U - - - 6'-0" o m o c E 6x6 6x6 6x6 6x6 Z cu L GENID =ram I� w L--� INDICATES WALL A50VE FRAMING LEVEL UW 0 PSF 0 INDICATES WALL BELOW FRAMING LEVEL 3 o d N Q r ® INDICATES COLUMN A50VE O PSF ® o n _ INDICATES DETAIL REFERENCE w HU412 HNGR APPLIES TO ALL SIMILAR LOCATIONS ^ LL Q TYP DRIFTED SNOW Lu IN ADDITION HOLDOWN TYPE 4 SCHEDULE w HpUx(x) DRIFTED SNOW _ — U d, �z � � � TO 25 PSF MARK NUMBER(x)ON SWT SO o d3 -_ N LL : N THROUGHOUT IN ADDITION 1 0 LVL 31'x20 0 Cy LVL 31'2x20 ( LVL 31'x20 TO 25 PSF °D � � 2 t- o �? � �- F- 2 t- THROUGHOUT EXTENT OF SHEARWALL Ck tO m n n V n •',��- n n n DISCLAIMER: THE 51GNATIlI�E AnD STAMP FOR THESE SHEATHING SEGMENT STRICTURAL DRAWINGS AfRE VALID ONLY WHEN ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIE C SET OF SIRVURAL rtl 4O PSF PIREPARED,13Y HM CONSULTING ENG NEEERSTLL�G AND D WITH A WET STAMP AND 6&4ATURE BY THE E%NEER U40SE STAMP APPEARS ON TH15 SHEET. CONSTRVION INDICATES SHEARWALL TYPE A LVL 31'2x20 LVL 31'2x20 LVL 312x20 o SHALL BE PERFORMED MY WITH A DRAWING SET PER SCHEDULE SLIT SO 40 PSF - ---— APPROVED BY THE LOCAL JURSDICT ON. INDICATES HOLDOWN HATCHED TYPE.(1)0 EA END OF AREA: o 0 0 0 WALL SEGMENT PER 42 PSF u- X x SCHEDULE SHT SO MECH ZONE @ X ca � o Y i Zia DRIFTED SNOW pR Ep T INADDITION 0 25 SF � P THROUGHOUT 30 PSF X O M x CID LH --- _, IIII IIII IIII 6x10 6x10 6x10 6x10 L x 4x31x2x%6 L x 4x31i2x�6 L x 4x311/20/6 L x 4x31'2xw6 II—II�III Lu 1 5UILDING 2 F00F HRA ZING / MAIN FLOOR � e e 2 e A � SCALE: 1/4"=I'-0" 5HE,4i� UUALL PLAN 0 � 10'-0 1/2" _ 51/2" 5.. TYP I 4 3. TYP HSS 5x5x3fb HSS 51/5x% 3. HSS 5x51/%6 HSS 56x%, 3. Lu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NDU2 OR HDU2 OR HDU2 OR HDU2 OR PHD2 (U PHD2 (1) PHD2 (1) PHD2 (1) I I I I I I I I I I I I I I I I I I IHDU2 OR PHD2 (1) I i �00M NG j I MAIN FLOC F., 5�EAR WALL FLAN5 LIN HDU2 OR `�^ I PHD2 (1) Z31/2" CONC.SLAB-ON-GRADE W/OPTIONAL 6x6 I 10/10 W&M.ON MIN 4"COMPACTED ROCK w/CONTROL JOINTS REV1510N5: I I I I I I HDU2 OR I PHD2 (1) I DATE: 5.13.13 I 5CALE: 1411 = 11-011 i I DRAWN: JPG JOB NO: 5D=13=01 I 1 �UILIDING #2 FOUNDATION FL ,4N I I I �� . SCALE: 1/4"=1'-O" ® I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - -- - - - - - -=_ - - - - - - - - - - - - = = _ - - - - = - - - _- - _- - - -- - I 3. o • a f c� • . .» .• ��p PROFF�, a g o a s a • •• k6e- `��o 1/2 I. MAX. • ... •; _•• 51 9PE ccv 6Vf � *.0 f • ae[ a p (�*� o�c VN .. • 12 f O 9N 1gg0 i t [ • E f [ f J. X44` c ¢ c€[ [Ec fef ` ` Expires: 6-30-13 II W w E III SCALE: 3"=1'-0" cCD v ., 2 aC1 r N p VENEER PER ARCH w/FLASHING -�' ca t WEEP HOLE PER ARCH PROVIDE MIN 22 GA x Sia" GALV.TIES w/HOOK OVER cno 9 GA.NCR JOINT WIRE. ENE) POSTS g S 4EARWALLS Z N `CZ cc REFER TO SPECS FOR o o ACTUAL SYSTEM PER PLAN t SHEARWALL SCHEDULE. =T w WALL TIES SHALL PROVIDE WALL 5HT'G EDGE u T BE SPACED 50 AS TO 2x6 STUD WALL NAIL'G FOR FULL HT OF EA STUD Iii1�'I NOT SUPPORT MORE THAN 10 16" O.C. DBL 2x TOP fE 2 50.FT OF WALL w/MAX HORIZ SPACING = 24" O.G. P.T.2x6 fP w/ANCHOR 1/2"APA RATED 2-16d g EA STUD — WALL SCNEp BOLTS g 4'-0" SHEATHING HOEDOWN I i TO TOP IE 2x6 STUD PONY WALL PER 5CHED O.C. t WITHIN 12"OF ALL SEE SCHEDULE 6 24 O.C. CORNERS t OPNGS EDGE NAIL'G OVER SILL SEAL IUN.O.) ON SHEARWALL PLAN o 2x4 KEYWAY---- re x I TOOLED OR -' 1 1 SAWN JOINT w/ PER PLAN g .JLAB.1 CONC.SLAB EPDXY DONT FILLER ff PER PLAN l I i �- I i { D15CLAMR TW SIGNATURE AND STAMP FOR THESE — I I I E - �/. / 6TWCnFAL DRA9MtY.A ARE VALID ONLY WHEN j�/T'T��\'Tj I I I �I ff O ` \\/�\\ /� //\/\\/\\\`\\f 6-16 d �GSTRR URRALKWLTM ErrALC LA�PPWPAID P�D A /\\//\\�\\� ANCHOR BOLTS `F \ \ \ \\/\\\ MT STAMP AND SK9NATURE BY THE E%MER U40W SHALL BE KWOWW CMI.Y WITH A DRAWING SET /��/ / / "4x48 Q 48"O.C. SIAM A" Af rHE NS 4�RSDI�0MCTICN /` PER PLAN t /. //�// �/��/��' ALTERNATE BEND ,/ SHEARWALL 04 VERT 6 24" O.C. \\�\� SCHEDULE 2'-0" 2'-0" MAX ��: •4 BARS CONT,o 18" O.C. 10 MIN I-TOP t BOTTOM HEADER PER PLAN PROVIDE 24" HOOKS 6 ALL Tl'F CONSTRUCTION JOINT \�\ CORNERS t INTERSECTING WALLS / 16d 8"O.C. x? SAWN CONTROL JT cz \\ CONCRETE FOUNDATION CRACKING. FILL w/EPDXY SINGLE 2x KING STUD ,\ JT FILLER i\�j : NOTE: USE DBL KING STUD WHEN OPNG WIDTH 15 GREATER „ 1, THAN 48",TYP U.N.O. (2)04 BARS CONT. S 8 S PROVIDE 24"HOOKS M SINGLE 2x TRIMMER 9 ALL CORNERS t T-0" //��/��/��/��/��/��/��/��/��/✓\�/��/��/� INTERSECTING WALLS EXCVT'D OR FILL GRADE T"'f CONTROL JOINT PLACONCN SLAB PER IA TN'F. GAF-IN-FLAG HOLE)OLUN FOUNDATION FE1l UJALL TI'FICAFLOOR JOINTS 0.4 —TSF HEADER TO 5DE J,411 (U.N.O.) _z SCALE: N=1'-0" SCALE: 1"=1'-O" SCALE: I" = 1'-0" SCALE: 1"=1'-0" LU cc) N CVt H55 COL PER PLAN Lu Z 24 NAILER m 44 1-SIDE w/ Lu 1/2"Ox3" THRD Lu NEL-STUDS e 18" O.C. �% 6 EA SIDE �I� I 7n BASE B Ir2"x51i2xO'-II" 1" +/-NON-5HRINK w/2-5/&"04 AB's I GROUT g 10"O.C. L II II II II !1 Iii _ DTAIL5 REV1510N5: IDATE: 5.13.13 5CALE: III = r-Oil DRAUJN: JFIG JOB N0: 5D-13-01 �- Q . . , . • , , . • ; ; • �� PRQ,cFs c cc €• e • € € e e J�Ff. c • � EtE f L' G7� N 51 9PLE E E e • e e e • f e e « • • ce e • • - e e e e s p (� e e e €c4 eee E` R d` € N 2x4 PONY WALL ••• • 6 16"O.C. 1 12, z 1g� �2"PLY OR 055 w/ l ` e E f �eE €�E J. Sd 6"O.G. # 2x4 PONY WALL F e c • t 6 ib"O.C. • • • +` •` • 12" O.C.FIELD .,• • Expires: 6-30-13 X -- 2x4 KICKERS 6 16" O.C.w/ LT Q 3-16d is PARAPET WALL 1i�"PLY OR OSB w/ -- J J • • # H2.5A CLIPS 9 NAIL'R Sd 9 6"O.C. # cn 12"O.G.FIELD Lw 1 2x6 NAIL'R w/ z c co 2-012 1 EASROCF JST CREWED 2x4 KICKERS 0 16"O.C.wl w .ten M 3-16d g PARAPET WALL FULL HT 2x6 DO STUD WALL a' C0 > I c Z r fV O ROOF SHT'G # H25A CLIPS g NAIL'R g 16" O.G. Jco PER PLAN C3 C22, 2x6 NAIL'R w/ o v� 2-�12 SCREWS VENEER PER ARCH s EA LIN ROOF JST I f. ad a 6"O.C. o M o L E I ad a 3" O.C. - CONT.DBL. ROOF 5i-IT'G u 144 PER PLAN is 2x4 FLAT BLK'G I T512 STRAP 2x TOP fE w/ ROOF SHT'G 32"O.C. SPLICE PER 4/54.1 BEVELED PLATE BY PER PLAN REDBUILT MAY BE •m. REQUIRED DEPENDING ON ROOF SLOPE --- ad s 6"O.G. I i 2x 5LK'G CONT.DBL. Zx TOP fE w/ _ SPLICE PER 4/54.1 CONT.4x6 w/MSTC25 STRAP LIN j g SPLICES D16CLAMER 7FE 66NATUW AND STAMP FOit TWSE CONN.TO WALL w/ 1 SACCOMPANIED 15Y DRAJA DEVEELL VOPMEN7 AAnO LALID a4LY m SPECIF c SET OF 1-5DS iia"x6"SCREW I 6c TINaaGEEr41ERS LLC AN06 D SEALLE.�D WIN A BEVELED PLATE BY g EA STUD # U�APPE�&rN'Ff BY�T�n REDBUILT MAY BE I-SDS i/a"x6" `SCREW 9 6" O.C. REQUIRED DEPENDING � � SFWLt.�PEED CRL7 UN A DRAWINGS SE7 APPROVED BY L#g LOCAL JIIRtSDICTIQt TO BLK'G ON ROOF SLOPE I I ROOF J5T5 ROOF JSTS _% • • ♦ • N E EO ii i• r • t �O ',� • • O C' e @ � E F a O E - t� GE ♦ a rS ... +A T 11 Y r GENERAL OTES• 1 �°, • m # °E (, SUV B E U E A f D S T. 1. Contractor is to in all plant necessary. les. 0; * . • •`� 6 - A T 2. Adjust plantings in the field as necessary. �C 3. Project is to be irrigated by an automatic, underground system, which G a? will provide full coverage for all plant material. System is to be design/ build by Landscape Contractor. Guarantee system for a minimum one year, Show drip systems as alternate bid only. C 4. All plants are to be fully foliaged, well branched and true to form. 3 0 3 E-+ a. � O d- f _ . M —'� �- - LIST: GENERAL LANDSCAPING E-4 # SYM. LATIN NAME/ Common Name SIZE SPACING v OM . a V GROUNDCOVER/ORNAMENTAL GRASSES to — _ — — — 72 CMI CAREX MORROW!! 'ICE BALLET' 1 gal. 18" O.C. m x W Ice Ballet Sedge � .- ... x x Li Ll 143 EAR EUPHORBIA AMYGALOIDES VAR. ROBBIAE 1 gal. 3' a.C. V'Cn • _ PARCEL 3 - 10 -CIC —_ PARCEL 1 Robb's Spurge I ® 156 WF WALDSTEINIA FRAGARIODES 1 gal. 2 0.c. o ,39 -EAR 2 -CBE I Barren Strawberry a aC Q r . . O — Wr SHRUBS — W _ � o —EAR 3 9 E 72 CIC CISTUS INCANUS 'CRETICUS' 1 gal. 30" o.c. � mzr Creticus Rock Rose N G �.. c o 44 CSK 1 gal. 30 o.c. ISO o .._ CORNUS SERlCEA KELSEY! Kelsey Red—Osier Dogwood a, Q �- 0 CL 37 MC MYRICA CALIFORNICA 5 gal. 5' a.c. =� Pacific Wax Myrtle { � TREES L d BUILDING 3 BUILDING 1 6 ATK ACER TRUNCATUM X ACER PLAT. 'KEITHSFORM' 3 1/2" cal. As shown i Norweigan Sunset Maple _...... . 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 1 8 JSC JUNIPERUS SCOPULORUM 'COLOGREEN' 6-7' ht. As shown Cologreen Juniper I I I Z 1 2 - CIC � C N 1 —CIC PLANT LIST: 9 fL EXTENDED DRY BASIN (564 SF) x # SYM LATIN NAME/ Common Name SIZE SPACINGNz Ql ' O x V V Ili x. x V, V 12 —CMI ° ° x EMERGENTS & HERBACEOUS PLANTS { 4 S ) (See Note) • , 8 F • 21 BC BIDENS CERNUA x ° . . ; 1 al. 1 per 2 sf 2 - CBE ° x i Nodding Beggartick 1.5� min ht. � (} " ° x 21 SM SCIRPUS MICROCARPUS Plugs 1 per 2 sf 10 - CSK 1 t x ° x x x a I I � Small—fruited Bulrush • I 14 - CSK ° p SHRUBS (480 SF x 0.05 D D ) I _ _ — WF —" 8 CS CORNUS SERICEA 1 gal. 3' a.c. ' 4 —CB o x Redosier Dogwood 2 min ht. QC 8 - CIC 8 RP ROSA PISOCARPA 1 gal. 3' 0.c. a —" x 6 — CSK x� Clustered Rose 1.5 min ht. L • a3 —JSC 8 SD SPIRAEA DOUGLASII 1 gal. 3' a.c. --- �' Douglas Spiraea 1.5' min ht. -C C 24 - CMI 8 - MC x', TREES (480 SF x 0,01) -.- —._- P • > • D • o - �lJ — W1— x x = 3 PE PRUNUS EMARGINATA 2 gal. As shown x Bitter Cherry 2' min ht. 1 0 — CIC PARCEL 2 2 RP RHAMNUS PURSHIANA 1 gal, As shown Cascara 2min ht. Revtatons D > D SEED MIX 65 -EAR o FREEBOARD AREA SEED MIX 14 - MC See Specifications 1 26 — WF Bu ( LD( NC 2 NOTE: Emergent and herbaceous plants in treatment area shall be planted and established prior to initial use of Detention Pond. D l d D D l> D X CLEAN WATER SERVICES CALCULATIONS: > D D EXTENDED DRY DETENTION POND Dp DD ' EXTENDED �� D Z TOTAL ON—SITE AREA = 564 SF DRY BASIN D D Q G� —isc TREATMENT AREA = 84 SF _ _ __ TOTAL PLANTS REQUIRED = 42 I? D' TOTAL PLANTS PROPOSED = 42 D Drawn By Checked By FREEBOARD AREA = 480 SF >_o . T p >. Q • _ .. _ _ __. ° ° ° ° ° ° ° ° TOTAL TREES REQUIRED(480x.01) = 5 Project Number > D D' l TOTAL TREES PROPOSED= 5 12-982 — — — TOTAL SHRUBS REQUIRED(480x.05)= 24 Issue Date TOTAL SHRUBS PROPOSED= 24 02-22-13 Drawing File Name 12 -MC 10 -CIC 14 - CSK �� 5 - CBF 3 6 - CMI 55 -WF 3 -MC Sheet Number LANDSCAPE PLAN SCALE 1 " -= 10$_01P 1 OF 2 iJ OUTLINE SPECIFICATIONS PLANTING: - c ' WATER QUALITY FACILITY SPECIFICATIONS PER CLEAN WATER SERVICES PLA TING HERBICIDES: Removal of invasive non-native species is required by hand for the entire wetland buffer area. If „ CES -- e C `� REQUIREMENTS Y 9 Y ( Pp equals) k ,a) �„t necessary, excessive weed growth may be treated with Rodeo or Garton 3-A ora raved a uals in strict 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 manufacturer's instructions, f" ! E ;-3 1973. Meet or exceed the regulations and laws of Federal, State, and County regulations, regarding the inspection of plant materials, certified as free from 1 0 hazardous insects, disease, and noxious weeds, and certified fit for sale in Oregon. � �' t"� ,�.` 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. �" �` M 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 .AA� ~' 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 ar.D 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 v ° `� broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while c C: 3 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 U) rn and temporarily fenced per approved plan. During construction the area shall remain fenced and undisturbed remain on plant material after planting for monitoring purposes. E-4 (D • 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. 0 14- practices and who are completely familiar with the specified requirements and methods needed for the proper performance of the work of this section. w p p y p q p p p PLANT IDENTIFICATION: Plantings shall be tagged for dormant season identification. Tags to remain on plant m -a M 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. ooj E "Standards" the Oregon Department of State Lands (DSL) and US Army Corps of Engineers (USACE). The applicant shall Landscape Architects right of rejection of deficient materials at project site. Each plant failing to meet the above mentioned Standards or otherwise r` 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 USAGE project MULCHING: Trees, shrubs, and groundcovers planted in upland areas shall be mulched a minimum of 3 in depth 0 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. M 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 Department 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 mom. I; m 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. �° F— 'C 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) V • severe weather conditions, due to Owner's 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. at no cost to Owner, unacceptable plant materials with plants of some 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 on replacement plant shall be same as for original plant. disturbing activities. SEED: Bluetag grass seed conforming to applicable State Laws. No noxious weed seeds. Submit Guaranteed o Q C CZ Landscape Contractor shall keep on site for Owner's Representative's inspection, all receipts for soil amendment and topsoil deliveries. 6. Prior to construction, a Stormwater Connection Permit from Clean Water Services or its designee is required WaterslQuality Freeboard Area Seed: Dwarf Tall Fescue 40%, Dwarf Perennial Rye 30%, Creeping Red Fescue 25%, '-� Q rr- PROTECTION Protect existing roads, sidewalks, and curbs, landscaping, g y g pursuant to Ordinance 27, Section 4.B. Colonial Bent Grass 5%. Apply at a rate of 2.75 lbs. 1000 SF. >,a' 1 and other features remaining as final work. Verify location of underground utilities pp Y / _el-% � prior to doing work. Repair and make good any damage to service lines, existing features, etc. caused by landscaping installation. to W +r 7. Activities located within the 100-year floodplain shall comply with R&0 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 en E—+ s coon d- a, 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. p N ° Im d- fl r) o G1C� o 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-C Q d- ° 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 with standards of practice of the American Association of Nurserymen, and shall conform to the Standardized Plant Names, 1942 Edition. SPECIAL CONDITIONS: MAINTENANCE:The permitee is responsible for the maintenance of this facility for a minimum of two years following 0 `O o Container grown stock: Small container-grown plants, furnished in removable containers, shall be well rooted to ensure healthy growth. Grow container the acceptance of the facility by Clean Water Services (CWS). Engineer or Owners Representative shall inspect the tants in containers a minimum of one r prior to deliver with roots fillip container but not root bound. Bare root stock: Roots well-branched and 1. Should final development plans differ significantly from those submitted for review by Clean Water Services, facility twice annually (Spring by June 1st & Fall by September 30th) throughout the two-year maintenance period. P p y' g 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% fibrous. Balled and burlapped {B&B}: Ball shatl 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 invasive non-native species exceeds 20%, the Owner ball will be acceptable. shall remove the undesirable vegetation and reinstall all deficient planting at the next appropriate time. The 2. Clean Water Services shall be notified 72 hours prior to the start and completion of enhancement/restoration 9 P 9 p Y p proper p Enhancement/restoration g P P two-year maintenance period shall begin again from the date of replanting. The facility shall be re-excovated and TOPSOIL AND FINAL GRADES: Landscape Contractor is to verify with the Genera( Contractor if the on site topsoil is or is not conducive to ro er tont activities. Enhancement restoration activities shall complywith the guidelines rovided in Landscape growth. Supply alternate bid for imported topsoil. Requirements (R&0 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 loom, 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, mulch areas shall 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 INVASIVE SPECIES CONTROL: Himalayan blackberry and English Ivy are present within the vegetated corridor depressions or low areas to provide positive drainage throughout the area. - 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. topsoils. Till the sub- rade 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: PLANTING SPECIFICATIONS: compost-amended topsoil. The compost amended topsoil shall have the following characteristics to ensure a y P g y ( P ) p yg ( P ) 01 P P P p 9 Himalayan and evergreen blackberry Rubus discolor and R. laciniatus , reed canar rass Phalaris arundinacea , I � 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 0 d) , manufacturers instructions. A) Texture - material posses through 1 screen scoparius), purple loosestrife (Lythrum salicaria), Japanese knotweed (Polygonium cuspidatum), morning glory W Z �, B) Fertility - 35% organic matter (Convolvulus species, giant hogweed (Heracleum mantegazzianum), English ivy (Hedera helix), nightshade (Solanumo Q ` SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8". Remove all stones (over 1X" size), sticks, mortar, large clumps of vegetation, In the event of flood plain grading, over-excavate the sub grade to ensure 12" of topsoil con be applied without species), and clematis (Clematis ligusticifolia and C. vitalba. 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. minus .10 of required grades. IQ In m In groundcover areas add 2" of compost (or as approved) and till in to the top 6" of soil. SOIL PREPARATION: Water Quality Facility area shall be over-excavated and filled to final grade with 12" of 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. V 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 TiMING: Plantings should be installed between February 1 and May 1 or between October 1 and November 15. drainage problems. Bare root stock shall be installed only from December 15 through April 15. When plantings must be installed 2_ SOIL MIX: Prepare soil mix in each planting hole by mixing: outside these times, additional measures may be needed to assure survival. 2 part native topsoil (no subsoil) 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 Z 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 Q Small shrubs - 1/8 Ib./ plant seeding is used for erosion control, an appropriate native grass, Regreen (or its equivalent), or sterile wheat Shrubs - 1/3 to 1/2 Ib./ plant shall be used to stabilize slopes until permanent vegetation is established. Biodegradable fabrics (coir, coconut or ' ` d Trees - 1/3 to 1 lb./ plant approved jute matting (minimum 1/4" square holes) may be used to stabilize slopes and channels. Fabrics suchTOP OF BARK TO BE AT (L as burlap may be used to secure plant plugs in place and to discourage floating upon inundation. No plastic CROWN OF ROOTBALL y FERTILIZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and 50% slow releasing nitrogen, DO NOT apply HOSE: REINFORCED mesh that can entangle wildlife is permitted. Consult CWS Chapter 6 - Erosion Prevention and Sediment Control IIL fertilizer to Water Quality Swale. for additional information. RUBBER OR A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the swale cross section, STRAIGHT TREEEE 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 s- 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 BASIN0 jute matting in the treatment area (Geojute Plus or approved equal). In all other areas use low density jute GUY WIRE: #10 GA. broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while working each layer to eliminate voids. mattingEeono'ute ora roved equal). Landsca in shall include finished grades and even distribution of topsoil 2'x 2" DOUG FIR DBL. STRAND, TWISTED, ( 1 PP p• g g P STAKES. 3 STAKES GALVANIZED. 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 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 system is not allowed. g Y g g g g Y g 2 1/2" BARK MULCH AROUND TREE 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. _� �� . _ 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 lI =- — — I °=III WITH FERTILIZER 2 strand twisted 12a. wire. g 2 to 2 1/2 ROOTBALL EXISTING SUBGRADE Rsvtatona 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 nNOT TO SCALE 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 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 ~ x � 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 M orderly and complete. o CROWN OF ROOTBALL TO BE = I 2" ABOVE FINISHED GRADE 00N 2" MOUND FOR WATER BASIN FINISH GRADE 2 1/2" BARK MULCH 2 1/2" BARK MULCH FINISH GRADE — " I I — — BACKFILL SOIL MIXTURE 1 "~- BACKFILL SOIL MIXTURE Drawn By Checked By 1-6 MIN. I -�I I � I—I' —� —�"— WITH FERTILIZER -1 I - — -- I�' WITH FERTILIZER ?Lo 2 to 2 1/2 X ROOTBALL EXISTING SUBGRADE Project Number 2 X ROOTBALL EXISTING SUBGRADE 12-982 Issue Date m2-22-13 ' DECIDUOUS TREE PLANTING DETAIL SHRUB PLANTING DETAIL Drawing Fila Name NOT TO SCALE NOT TO SCALE r Sheet Number O 2OF2