Loading...
Plans (28) I: I I I"' * 16 - 0 * 02 TIi �1�TedIi- &% 4rv�AIt . .4 j 1I 8 2017 - PERMIT REVISION SET BUILD"miG OF�� �' s�o 1 B Clean Water Services Project # 6687 PROJECT TEAM GENE RAL NOTES OWNER ARCHITECTURAL STRUCTURAL 1. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS ON SITE. NOTIFY OWNER'S REPRESENTATIVE OF ANY CLEAN WATER SERVICES MWA ARCHITECTS ABHT STRUCTURAL DISCREPANCIES BEFORE START OF WORK. DURHAM AWWt'P 70 NW COUCH STREET, SUITE 401 ENGINEERS 2. ALL WORK TO COMPLY WITH THE STATE QF OREGON STRUCTURAL SPECIALTY CODE, AND WITH ALL OTHER 16060 SW 85TH AVENUE PORTLAND, OR 97209 1640 NW JOHNSON ST APPLICABLE MUNICIPAL, COUNTY, STATE AND FEDERAL CODES AND REGULATIONS. TIGARD, OR 97224 PH; 503.973.5151 PORTLAND, OR 97209 3. DO NOT SCALE THE DRAWINGS. PLAN DIMENSIONS T� NEW AND EXISTING PARTITIONS ARE TO FADE OF FINISH PH: 503.547.8150 FAX; 503.973.5060 PH: 503.243.6682 UNLESS NOTED OTHERWISE. AT LOCATIONS WHERE NEW WALLS ALIGN AND ADJOIN WITH EXISTING WALLS, CONTACT: TIM RONDEAU CONTACT: JEAN VON BARGEN ROOT, FAX: 503.243.6622 MEET AND MATCH EXISTING SURFACE. PROJECT MANAGER 4. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, UNLESS SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS NOTED OTHERWISE BY SHEET INDEX SCOPE OF WORK SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION ON THE PROJECT. GENERAL VOLUNTARY SEISMIC UPGRADES FOR 5. THE CONTRACTOR IS RESPONSIBLE FOR PATCHING, REPAIRING, ETC., OF ANY EXISTING FINISHED AREAS THE SHOP PORTION (AREA B) OF THE (FLOORS, WALLS, CEILINGS, NC PAVEMENT, CONCRETE, LANDSCAPING} DAMAGED OR MODIFIED FOR THE G001 COVER SHEETIPROJEGT INDEX/ O&M BUILDING. INSTALLATION OF NEW SYSTEMS OR THE ABANDONMENT OF EXISTING SYSTEMS. CONTRACTOR TO SITE PLAN COORDINATE ANY REQUIRED WORK IN THE ADJACENT AREAS. 6. PROVIDE SHORING, BRACING, SUPPORT AND PROTECTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY G002 CODE DATA OF THE PROJECT AND TQ PROTECT EXISTING CONSTRUCTION TO REMAIN. 7. ALL ABANDONED UTILITIES TO HAVE CONDUIT OR PIPING REMOVED AND CAPPED OFF AT THE EXTENT OF THE STRUCTURAL PROJECT ORAS REQUIRED FOR THE CONTINUED OPERATION OF THE REMAINING SYSTEM. S202 ROOF PLAN 8. CONTRACTOR TO COORDINATE WITH THE OWNER AND BUILDING TENANTS ANY INTERRUPTION OF ELECTRICAL, S701 FRAMING DETAILS MECHANICAL, PLUMBING OR FIRE PROTECTION SERVICES. ANY •INTERRUPTION TO THE SERVICES ARE TO BE SCHEDULED IN ADVANCE AND THE DURATION OF THE INTERRUPTION HELD TO THE ABSOLUTE MINIMUM. 9. THE CONTRACTOR SHALL VERIFY ALL FIGURES, DIMENSIONS, MATERIALS, ETC., ON THE DRAWINGS WITH ALL "' — OTHER DRAWINGS AND WITH THE VARIOUS MANUFACTURER'S INSTALLATION REQUIREMENTS BEFORE COMMENCING ANY OF THE WORK HEREIN SHOWN. � : • 10. ANY WORK DEVIATING FROM THE DRAWINGS WILL BE REJECTED UNLESS THE CHANGE IS AUTHORIZED IN .:CLEAN WATER WRITING. ? :'SERVICES , ' TREATMENT PLANT • to ;'SERVICES vi "'... .,''BUILDING . • . . .._ x I } f o VICINITY MAP 3 `� uN c E xx -_... v. Lo RV STATION 11 N -:,• CLARI FIR i HEM •• 4 ECONDA•'Y '0 Y �RV ROAD x P G 5 e _.,. LIDvs a • pertlan F.„, RATI■h( C NOLAM•F4E.. OLD g 9 . r 1 \ . t rgrti Sia1e Br Irl ■ r \ < g • V ul'hra'lt SI,Brlram Ind ..,, - ::; •• P` MAR ECONDA"Y SIN N• 3 > HEADW KS � , IE LARIF ._ `1 igrd Flip$ I74�di1 '„r �r B C NO 3- , 3 • s V _ z d . . SITE •. ��o �• <� GE sUR O E / FR 4a rg ',,, ❑ }: \i''"-•✓- _ Q p• • G �• ` '9l ..I� tiie�'L� ft �...eThiV It.,. aUa �D j01717- C ,.. .:„ SW WS -,. - #.- �` : . `/ _ -^'' C$S. re t•;'-. i.-,6iir�.s.w,v13 �.,....u Cwsi• C©�a7 L S , Ni / r 1 r- r Q` F,Q'9< FILTER rTr 1u1 Cyan u e �. � a`� 44� .'��' '#'•2 '� cr<cr�a ,� fl i s oaI N ,� E c � ❑ Bots Ins�a..S ii1 Guls�& LN. / IN 0 q- r o- o v Social Ms#-=iasis#'sn Concreia Frarrse t¢ a jtq %c '9< ❑ r 9 B e - ...���. - = : ; Cry„ ,` t, D GES ElE • c O park ..-- ? \ R_.<..or~' S.�f! Pr s,rass;n Stsel Tendons „ / fix,, . . _ a.MP EX \ 9 O ❑ • �, 4(j Sas y. � 3 �\ .� _ it 1A4t�r�l YY�I.�.bir� A rro 44< SOLID: t 41) r �. „we city ,.. ,,,,, ,,, ,_:,:-:,,h .•...., ' x rk :. rrs- E I•+i y t-v#r$l�Ila Bolting � ' - BL /�t � '. "ems , �'t ..,3 0 �� �Y gg GES s 1 TO 5. -� COMPL ❑ c ,'' �s 0 Rein, Gypmum Concrete 1 �;t.re AlThe E E �1!'- Iks fi i 1 r3 r 3t b EVISTN re FLUE �.., .; °� a -- 0 insulating Cc c e...Fill C�G ��[XI l�- � �t rsdgep�r# IN LUE 7 r l�v�U �` L lrts�LrlE ,� � ,. . s jf 1 ' PUMPING LEGENDdFire-Resistive materials F�2 two �' ! N Pray Pk ____ _,,,-_ --7 2 ,, 0 � l i sons t• M F +� ` Drilled Pisrs and Cais , LECTRrcaL o ity of Tigard cu �� Israr AREA OF O&M BUILDING 0 She s •rOVe• Plans co _ a E.”' ❑ Special Gradin,Excavation and Filling : ��,1`, ' Date S •VITE /� moke- ontra systems . ERY. ES C I Sy CS T rte v _ .... : ITY d 1-1 Other lnspscGons OFFI COP 1 E • t r Co , 0 rn U 401CAMPUS SITE PLAN o SCALE: NTS t d" 0 N a ORIG PROJ NAME: SHEET TITLE: SHEET: 1 OF: 4 DWG#: DRN:NCS DATE: GENERA/� 5� � ) ap ® 7/31/2017 PERMIT REVISION SET-SEISMIC UPGRADES M DURHAM O VCM �.7EN ER/`1L J_lr1�3RAW CI CI od DSN:NCS a. DWG#: GOO1 q PLOT 8�7�17 7 � THIS BAR IS ONE INCH /�\ 6/22!2017 PERMIT REVISION SET-BRIDGE CRANE mwa architects BUILDING COVER SHEET DATE: ^00 � �,/ leanWafier SerV1CeS 70 NW COUCH STREET `j _ • � CHK:JVBR CAD FILE#:1445.01-0001.DWG WHEN DRAWING IS FULL © 7/22/2016 PERMIT REVISION SET POITE 401 RTCANU,OR97209 REMODEL PROJECT IN PLC#: NA '� ' °� � N SCALE. Our commitment is clear. 1/19/2016 PERMIT SET P 503 973 5151 APPD:JVBR SCALE: NONE F5039739060 SITE PLAN CWS 6687 � � DESCRIPTION 2550 SW Hillsboro H Hillsboro, Ore on 97123-9379 MWAARCHITECTS.CUM PHASE 1 B 00 REV# DATE DRN APPD wYf PROJ#. SITE DATA PROJECT DATA DEFERRED SUBMITTALS ACCESSIBILITY SUMMARY SITE DESCRIPTION: DURHAM ADVANCED WASTEWATER TREATMENT PROJECT SHOP AND OFFICE AREA TENANT IMPROVEMENT FIRE SPRINKLER SYSTEM THE EXISTING RESTROOM IS BEING ENLARGED AND UPGRADED TO COMPLY FACILITY OPERATIONS AND MAINTENANCE (O&M) DESCRIPTION: BRIDGE CRANE AND SUPPORTING STRUCTURAL FRAME WITH CLEAR FLOOR SPACE REQUIREMENTS, FIXTURE HEIGHTS AND PARTIAL SHELL AND CORE IMPROVEMENTS IN SHOP, ALUMINUM STOREFRONT SYSTEM ACCESSORY REACH RANGES. A NEW 3'-0" DOOR TO THE REST ROOM IS BEING LIMITED EXTERIOR WORK (SECTIONAL DOOR INFILL). BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) FIRE ALARM SYSTEM INSTALLED TO PROVIDE REQUIRED CLEAR WIDTH. THE EXISTING PATH OF CHAPTER 34 EXISTING STRUCTURES TRAVEL FROM THE AREA OF PRIMARY FUNCTION TO ACCESSIBLE RESTROOMS SITE LOCATION: 16060 SW 85TH AVENUE ENERGY CODE REQUIREMENTS IS COMPLIANT. THE FLOORS IN THE SHOP ARE TO BE LEVELED. IN ADDITION, TIGARD, OR 97224 CONSTRUCTION IIIA WITH HEAVY TIMBER ROOF ALL NEW AND EXISTING DOORS IN AREA OF ALTERATION ARE TO RECEIVE NEW TYPE (CHAPTER 6): OREGON ENERGY EFFICIENCY CODE 2014, 101.4.2 COMPLIANT LEVER HARDWARE, AUDIBLE NISUAL ALARMS AS REQUIRED BY SITE AREA: TENANT IMPROVEMENT AREA 6100 S.F. REMOVAL OF OVERHEAD SECTIONAL DOORS. INFILL WITH R-21 PER TABLE CODE ARE TO BE INSTALLED. 502.1.1. ZONING DATA (TIGARD MUNICIPAL CODE) OCCUPANCY: MIXED OCCUPANCY (B) BUSINESS/ (F-1) FACTORY 25% PROJECT EVALUATION ($600,000) = $150,000 FULLY FIRE PROTECTED PER NFPA 13 BUILDING - ALLOWABLE AREA ZONE: CHAPTER 18.650 DURHAM ADVANCED WASTEWATER ACCESSIBLE UPGRADE COSTS= $150,000 TREATMENT FACILITY PLAN DISTRICT (B) BUSINESS BASE ALLOWABLE FLOOR AREA EXISTING BUILDING SF LOAD OCC REQ'D/ PROVIDED EXIT (PER TABLE 503) ALLOWABLE 19,000 PER TABLE -DEMOLITION AND BARRIER REMOVAL=$100,000 SUBDISTRICT: 503 -ACCESSIBLE RESTROOM UPGRADE=$25,000 OPERATIONS SUBDISTRICT FACTOR LOAD EXIT DISTANCE -DOOR HARDWARE UPGRADES-$25,000 OFFICE (100) 766 SF 100 8 <49 = 1/1 300' PER 506.2 (19000 X .52) = 9,880 USE TYPE - PERMITTED 19,000 + 9,880 = 28,880 SF EXISTING OFFICE: (ALLOWABLE (F-1) FACTORY BUILDING AREA) DEVELOPMENT OFFICE TENANT IMPROVEMENT SF LOAD OCC REQ'D/ EXITS EXIT 28,880 SF > ACTUAL 26,000 SF - STANDARDS: FACTOR LOAD PROVIDED EXIT DISTANCE SHOP (101) 4,758 SF 100 48 < 49 = 1/1 250' BASE ALLOWABLE HEIGHT EXISTING 1 STORY BUILDING BUILDING FIRE DETECTION AND SUPPRESSION HALLWAY (102) 180 SF - N/A < 49 = 1/2 250' (PER TABLE 503) 3 STORIES, 55 FEET AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 RESTROOM (103) 115 SF - N/A < 49 = 111 250' PARKING SUMMARY TOOL ROOM (104) 194 SF 100 2 < 49 = 1/1 250' PORTABLE FIRE EXTINGUISHER: TOTAL OF ONE WITHIN 30 FEET OF WHERE HOT COMPRESSOR 83 SF 100 1 < 49 = 1/1 250' NO CHANGES TO EXISTING PARKING WORK PERFORMED (IFC 3504.2.6) REST OF SHOP MUST BE WITHIN 50 FEET OF 20-B ROOM (106) EXTINGUISHER A r /// I 1 y A 1 'i f — Ai �'�E , ��r ��,,i AiliM er r r �s�`� �;—i �__ Is--ss— PROPOSED BRIDGE CRANE Ae"*.r AND FOOTINGS Ar �, il , , CA LEGEND �' i - - - - - - - _I _ - - - - - - - — 1 CI) i I 1142'-6" - - - - - 1 - - - _ _ —=__ - - - - - — _ ,i� = _ _ _ _ I 1 I I I I I i I i 48 �� POINT OF EXIT W/ OCCUPANT LOAD CV 1 / I I I I I I I I I' 1 I I I I I 1 I I 0 (E) EXIT SIGN OFFICE I I SHOP I ��ri ) 100 1 ;'; MARKED EXItWAY L I 101 L 1 ` I I 1 5'-3"■ — — — ■ EXIT PATH AND DISTANCE. EGRESS / 1 PER OSHA 26.34 - - � —I— � / . , B BUSINESS �FE 1 `� �� �`' ' \ '" �' f LIGHTING PROVIDED ACROSS ENTIRE ppr EH ( ) (F-1) FACTORY I EGRESS PATH. MIN 1 FOOT CANDLE AS ��} — 766 SF I f r'; L4,758 SF I / ;' MEASURED AT FLOOR LEVEL E2 _♦ I 0. I \ � �' �' �, � AREA OF NO WORK E - -1 1 I /' 1 ■ �,,,� I x ,8 FE FIRE EXTINGUISHER s, s, s, 55115, s, - - s� ssss� - 551155, s, - - s, s, - i ss - 5. 11111 - - - sass, - - - 5555, - s, - 55 - 5, 5, sus M1 = = - - - - - - - - - - - - - s, . mmmmmmins, ssamsoNoannoas, - smarm os Sus to 1 I i I Th_. I -7 �.A Q i n. I I — — I _ — FE f I ADA DOOR CLEARANCE SPACE II >� V ■ I I I— 7 I— —I— 7 I— —I I— — - I i I I I I I I E I II I I I a / ■ 51'-0" 1 1 I i f I I _ I I 1 I01I '"" " " " " �' I i i i i lp2 E, KEY PLAN ` 01111c, L _ J — — — N.T.S. , .L - - a_�__-- --- _ _ - - _ _- ti•� FE —I L_ _ FE Ill Q L� L ® 1 HALLWAY �� •■: i U E � � � � � � � � � / - 3 'ti 102 i.. '�� 3 o I 1 -1) FACTORY - �' '� cn 'I/ I 1 180 SF '§ ,�I ���� 11:151j/i_ \❑ _ , ,%, 1-HR FIRE RATED WALL. 2 �,� yr 1 ;., THIS LOCATION ONLY pr ) 1 FESTROOM] TOOL ROOM , L L �� 03 104 �/) (F-1) F A CTO (F-1) FACTORY (E) GAS A X11 SF 194 SF STORAGE 2 , /_/_..-) / I31r0" .4:a uesE • • ' R.► 1;411 1 2 1� « 34'-0"I (E) GAS TRUE NORTH p /�� (F-1) FACTORY 7 STORAGE I� 83 SF / ` 15. // tY// - in CA CODE FLOOR PLAN !. ›)1� PROJECT NORTH N SCALE: 1/18"=1'-0" d ORIG PROD NAME: SHEET TITLE: SHEET: 2 OF: 4 DWG#: ��� d DRN: NCS DATE: A23 7/31/2017 PERMIT REVISION SET-SEISMIC UPGRADESM DURHAM O&M GENERAL c.5 - j t cGRA l� • SD N: NCS DWG#: G002 ® 6/22/2017 PERMIT REVISION SET-BRIDGE CRANE mwa architects PLOT 8/7/17 -� '••� THIS BAR IS ONE INCH c BUILDING CODE DATA DATE: �+•� fili / i -� WHEN DRAWING IS FULL ® 7/22/2016 PERMIT REVISION SET aeanWater Services 70NWC UCH STREET 6002 • 4,OR CHK: JVBR CAD FILE#:1445.01-G002.DWG NA v Q PORTLAND,OR 97209 REMODEL PLC#: Our commitment is clear. P 503 973 5151 SCALE. 1/19/2016 PERMIT SET F5039735060CWS C.� APPD;,J\/BR SCALE: NONE REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MWAARCHITECTS.COM. PHASE 1 B PROJ#: 6687 OF OP • L.6 is3 I ©, P.3 P.6 P.9 LI F I I V / / f ' I / I r INDICATES AREA OF 0 di / % RUCTURAL ROOF NOTES01 � .... y� WAINNFAINIIIM� / WRK •_�,�'/ zAsprzeder 7: _ __ _._ ______ ._ VERIFY A EXISTING CONDITIONS, .` °Ir / Tom'' DIMENSION, AND ELEVATIONS PRIOR TO FABRICATION AND / ERECTION AND SHALL NOTIFY THE ARCHITECT AND 1 lam;t 1 1 ;l ; t i 1 i;' 'i /1 l I i'� 11� t i? j? 11 �„rl I' r1 I't_rl _ -Sl�l l t�l�E -1 Il��l J�.._(1 1......_._ _. ...._.._.._.. 0 ' ' ENGINEER OF ANY DISCREPANCIES FROM THE DRAWINGS. i (E) GL 3 1/8x8 ,� j 1111 I � 2. COORDINATE ALL DIMENSIONS, WALL LOCATIONS, DRAINS, iii, /f ! ` 11116\:111\1.016. 1..\\, SLAB SLOPES AND OPENINGS, STEPS AND CURB ELEVATIONS .�� j .,� 14 , ` " j WITH ARCHITECTURAL DRAWINGS. °0A,MA _ \I , >,/ CI' 3 ELECREFETRICAL DRAWINGS FOR SLEEVES,ENCE ARCHITECTURAL, BLOCKOUTSI AND NG AND \ „ • , r hit. Al's OTHER ITEMS TO BE COORDINATED WITH THE STRUCTURAL ,_ 40 'k„ 1. DRAWINGS. N 6` a - o � Vt 101 i Nii, ��� � ' A . - ao00aocv •• • � 4. (E) INDICATES EXISTING , Il i 14‘. co / ISI Z �►� �. 'fir _�__� �"� c� c� `� `'� '� ;T T . ILI, y c6' (DI m � ` IND • - NT OF REM!' - - ' NG RETROFIT. /� lio �� _J1 i FASTEN SHEAT. ►rr'- -':**44 " o.c. AT PANEL EDGES AND fa, i g, ra „, . ,.. lir ll� : � i 1 I _.,, ,7Pr � ,� , s s o1 TYP. = N. `14 ` ; NOT IN SCOPE OF 7 I T I .\\N, PHASE 1B RETROFITS; (E) GL 3 1/8x18 FUTURE PHASE. i A t __ ,- - I —-_ �I J t s=-1 1.cr . • ��, U 5� ' (E) GL 3 1/8x18 PHASE 1B rtETROFITS; -- F R€PIAS€. ---- { I - -A FACIA -t r A /�� - - - - s701 p — — — - - I 1 - - �4i TYP. _ - I 1 b. 1 I 1 NOT IN SCOPE OF I PHASE 1B RETROFITS; TYP. 501 FUTURE PHASE. /1 7 { i 4 I i I '� 1 5701 P' 1 47'-8" / / 47'-8" / / i F t ' I I ! i F 1 I t 1 i i 1 I I 1 I E i 1 i I I I I I i 0-4 - - - - I - . /4/ I { I f I .` ( 701Arrir ST0/ /(' / 1... a —,-- , P. / / / J !J / " INDICATES AREA OF NO {/ ' STRUCTURAL WORK / 1- cm / / , / { /a.N / I Pr/ ' ///41W!,:// I / D ref / ,1 .- I / 7 ,17,,,"4 , / /X ivi7/4 , , , / / f/ —__L,1_,1) 1 7-11 --,- 1-- - -J irg..,, —1-1 :17 n 77, ,.... Y ii1 ROOF PLAN (:\ I KEY PLAN i 1/8"=1'-0" .0 u n n n 2 2 DRN: JA ORIG PROJ NAME: SHEET TITLE: SHEET: 24 OF: 48 DWG#: DATE: A 7/31/2017 PERMIT REVISION SET-SEISMIC UPGRADES M , B H T DURHAM O&M STRUCTURAL V DSN: CJA DWG#: 6122/2017 PERMIT REVISION SET-BRIDGE CRANE . mwaarchitects STRUCTURAL ENGINEERS PLOTDATE: 08/07/2017 THIS BAR IS ONE INCH eCleanWater Services BUILDING ROOF PLAN S2O2 . �, Yta env fb,s[if srR'eFr 1640 NW JOHNSON STREET r- CHK: CAD FILE MK-11315 S202.DWG WHEN DRAWING IS FULL © 7/22/2016 PERMIT REVISION SET SOOT 40t PORTLAND,OR 97209 REMODEL PLC#: NA commitmentis clear. PORTLAND,ORATMS Tel 503.243.6682 N SCALE. 1/19/2016 PERMIT SET oSOT grlslse Fax 503.243.6622 IR xat Ten soca www.abht-structural.com ►{ R APPD: CJA SCALE: 1/8"=1'-0" DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 MN'AANtp/TECTS.toh! PHASE 1 B 6687 X7 REV# DATE DRN APPD 9 PROJ#: i___,4_,, (E)2x6 T&G DECKING w/ (E)2x6 T&G DECKING w/ 3/8" PLYWOOD PLYWOOD DIAPHRAGM PLYWOOD DIAPHRAGM 3/8" PLYWOOD PLYWOOD DIAPHRAGM SHEATHING BOUNDARY NAILING REF. PLAN BOUNDARY NAILING REF. PLAN SHEATHING BOUNDARY NAILING REF. PLAN (E)2x6 T&G DECKING w/ (2)5/8"0 A307 THRU-BOLTS IN 3/8" PLYWOOD SHEATHING 11/16"x1 5/8"VERT. SLOTTED ' ..! ' ' 1 HOLES CENTER ON PLATE AT GL 6 3/4x28 (E)GL 3 1/8x18 . !--_--: ."---------____ 3" GAGE. BOLT THREADS Nom SIMPSON A35 @ 1'-6"o.c. SIMPSON A35 @ 2'-6"O.C. _.---....„..___ SHALL BE EXCLUDED WITHIN - SIMPSON A35 @ 3'-0"o.c. limn C•I ------ -4-4vP -' 4,7 '' r ' vnl- i-- BEAM WIDTH,TYP. mimm 2 1/2",V.I.F. ..7-7----_ _ ' BENT PL 318x2'-0" LONG AT CNI (2)5/8" 0 A307 THRU-BOLTS IN i BEAM GL 5 118x18 CENTER OF EA. PRECAST (E) PRECAST CONC. - 11/16"x1 5/8"VERT. SLOTTED ...4 Q EQ. cv SIMPSON A35 @ 3'-0 o.c. MIN. z L>,-.. 9 PANEL WALL HOLES @ 10"GAGE. CENTER 3/16> (2) PER BAY SIMPSON • ---: CONC. PANEL, TYP. , — \ II 1 w 2 rf_ z ON PLATE. BOLT THREADS 3/16 (3)5/8"0 A307 THRU-BOLTS IN (4) 1/2x5 LAG SCREWS @ EQ. . w --" 416" SHALL BE EXCLUDED WITHIN O 11/16"x1 5/8"VERT. SLOTTED SPACING AND 1"FROM EA. END T. 0 M u. -I BEAM WIDTH, TYP. CONT. 2x6 DOUG FIR LARCH ' M HOLES @ EQ. SPACING AND 1" No EN • 1 lEt ali — IA s ..., • , No. 1 BETWEEN GLULAMS MI , , I LL1 LI- \ FROM EA. END. BOLT 71iit- ' ,.. ";-- > -11-----------------.... fn . 1 THREADS SHALL BE ilk—. \ PL 1/4x12xREQ'D.AT CENTER PL 1/4x8xREQ'D. \ ° ' EXCLUDED WITHIN BEAM L4x4x3/8x21-0" •, to • OF EA. PRECAST CONC. PANEL , . ' 1 6 WIDTH,TYP. - ! 9/16"x 1 1/2"VERT. SLOTTED ..\ ' l• \ : .1 HOLE @ EA. THRU-BOLT i • (3) 1/2"0 A307 THRU-BOLTS @C1 1/2-12 .,, ', TYP.) i .. !, . _______ _________----N- .., 1"FROM 1 1/2-12 (2) 1/2"0 A307 THRU-BOLTS© (E)C12x20.7 i (E) PRECAST CONC. PANEL WALL • 1 /, EQ. SPACING AND EA. END. BOLT THREADS (3) 1/2'10 A307 THRU-BOLT AT 10" GAGE CENTER ON PLATE. EQ. SPACING AND 1" FROM (E) PRECAST CONC. --4-2— BOLT THREADS SHALL BE . SHALL BE EXCLUDED WITHIN HSS4x3x3/8x7-0" EA. END. BOLT THREADS PANEL WALL EXCLUDED WITHIN BEAM (E) PRECAST CONC. BEAM WIDTH,TYP. SHALL BE EXCLUDED WITHIN WIDTH TYP. PANEL WALL / / CONC. PANEL FLANGE WIDTH, 4"VERIFY-/ TYP. IN FIELD C1) IN-PLANE SHEAR CONNECTION 3/4"=1'-0" 02— IN-PLANE SHEAR CONNECTION 3/4"=1'-0" (-- IN-PLANE SHEAR CONNECTION } 3/4"=1.-0" 4 IN-PLANE SHEAR CONNECTION 3/4"=1'-0" (E)2"T&G DECKING w/3/8" PLYWOOD SHEATHING (2)#6 SCREWS (E)2x6 T&G DECKIN /3/8" SPACED AS SHOWN SIMPSON A35 @ EA. END OF PLYWOOD SHEAT- G (3)#6 WOODSCREWS EA.4x BLOCKING CONT. BEN 'L 1/4xREQ'D. @3" -o.c. ----,- „„ BETWEE E)PRECAST (3)SIMPSON A34 TO (E) -5- ''' - - 1 - ?' -$ P 7-(E)GL 3 V' 18 (E) PRECAST CONC. PANEL WALL . i PANE ONC.WALL WEBS. L3x3x3/16x1'-0" DIAPHRAGM @ EA.4x . BLOCKING. SPACE EQUALLY \-/ 6x8 DOUG FIR LARCH No. 1 4" (E) BENT EMBED PL x 7 ..... , : DOUG FIR LARCH I:;:l.A , — SIMPSON A34 V.I.F. 1" ON PRECAST CONC. 1/8 > 1 1/2 No. 1 FLAT 1/2" 0 A307 THRU-BOLTS , N # - 'N'Ilr AT EA. STUD . (4)5/8x6 LAG SCREWS @ EQ. / a >,..,,Lu\ PANEL WALL 0 1/8 1 1/2 % , — 9/16"x 2"VERT. SLOTTED SPACING AND 6"FROM EA. END r / / ‘.." — (E)2x TOP PLATE HOLES AT 18"o.c. MAX.AND . \z\I 1", TYP. uk ,1 I - __11 N 7,,ria/ A \ 4,- 3" MAX. FROM EA. END OF L3x3x3/16 @ (E) PRECAST •., p 1 4x8 D.FIR L No. 1 BLOCKING PL 3/16x4xREQD. BENT PL. BOLT THREADS ‘ CONC. PANEL WEBS. !4 4 = @ EA. KICKER 1/2" . . . ' ' -N'' '• SIMPSON LTP4 @ 6'-0"o.c. r . Q w/ 11/16"SLOT = SHALL BE EXCLUDED 7 3" MAX. —1 ° , v- L3x3x3/16 KICKER @ EA. II • NA 6 \ SIMPSON HGA10 AT EA. END L. - WITHIN CONC. PANEL (E)2x6 T&G DECKING w/3/8" S70 1,c,,,, ; 1- PRECAST CONC. PANEL WALL S701 (2)SIMPSON HGA10 - FLANGE WIDTH,TYP. — PLYWOOD SHEATHING k..N WEB w/ 1/2"DIA. THRU-BOLT @ EA. END '---(E)2x STUDS @ 24"o.c. 4,1] @ EA. END. BOLT THREADS 1/8 / : T*. \ , . SHALL BE EXCLUDED WITHIN 1/8 (E)2x4 STUD @ 24"o.c. 2x4 DOUG FIR LARCH No. 1 , v t, BLOCKING WIDTH, TYP. PL 3/16x4xREQ'D. =I KICKER AT EA. STUD. (E) PRECAST CONC. . 1/2"0 A307 THRU-BOLT. BOLT TO PL i 3/16 / (E)2x4 @ 24 )5 1/8x18 GL BEAM (E) PRECAST CONC. w/3/413 GROOVE 7 + FASTEN TO STUDS w/(2)8d . _, . ..oh., PANEL WALL PL3/8x3x4x0'-4" BENT PL. IN TOP CENTER NAILS AT EA. END NI\ -il - ROUND BAR\ IP d II: PANEL WALL ,. 1"o.c. la . 1 ' THREADS SHALL BE EXCLUDED WITHIN BEAM WIDTH,TYP. (E)GLULAM REF. PLANS 5 LEDGER AT LOW ROOF 6 KICKER AT CONC. WALL WEBS SLOTTED PLATE AT KICKER SOFFIT SUPPORT 3/4"=1'-0" 3/4"=1`-0" 3/4"=1'-0" 8 3/4"=1'-0" • NOT IN SCOPE OF NOT IN SCOPE OF PHASE 1B RETROFITS; PHASE 1B RETROFITS; FUTURE PHASE. FUTURE PHASE. 0) c? S ii .0 c- ri 7; r- .1.I 0 -.1 D SI- N S. . ii n D --) 0 ....) k ORIG PROJ NAME: SHEET TITLE: SHEET: 28b OF: 48 DWG#: DRN:ANV DATE: =111= M DURHAM O&M STRUCTURAL 7/31/2017 PERMIT REVISION SET-SEISMIC UPGRADES ABHT PLOT DSN:ANV DWG#: ma architects STRUCTURAL ENGINEERS 08/07/2017 N THIS BAR IS ONE INCH A 6/22/2017 PERMIT REVISION SET-BRIDGE CRANE CleanWateServices 70 NW tOON STOUT 1640 NW JOHNSON STREET BUILDING FRAMING DETAILS DATE: S701 r- D CAD FILE#:K-1 1 315 S701.DWG WHEN DRAWING IS FULL A 7/22/2016 PERMIT REVISION SET Our commitment is clear. WiTE 4D1 PORTLAND.OR I/209 PORTLAND,OR 97209 CHK: Tel 503.243.6682 REMODEL PLC#: NA N SCALE. 1/19/2016 PERMIT SET pull ri sisi Fax 503.243.6622 _ .... r SOI WI SOCO www.abht-structuralcom CWS *-- APPD: SW SCALE: AS NOTED ....m.,..am.scom 6687 3-5 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PHASE 1B PROJ#: