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Plans (7) BUP2O17 - 00125 scHoLLs BusiNEss CENTER II= BLDG R ELEVATOR ADDITION ,:?<•0004), PROJECT LOCATIONI�o OREGON No. +4268 _ �I�A: gDO , GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX '�a r '� ��j s S�ausSt °Y ' ° ;' 2014 OREGON STRUCTURAL SPECIALTY CODE c w a300tt1' `�Yf Lestl St \ _ . �, . 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, T-0 COVER SHEET I, o q Progress . - a o> CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE 0" Rci,1 Tui! gqi��' QC c' . - �,�� e CONSTRUCTION. _ ��f���<•� �.- °`` CONSTRUCTION TYPE: I-B __. z oa .,: SW Rod GS q -; LL o r 40 ED T 1.0 EGRESS PLAN - . SPRINKLERED _S v Brockman Rci �,: . - �. t,.� ..: ` ` S 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. BUILDING HEIGHT: 2 STORIES ,� Q 4,� 614 Botch 5t T-1.1 EGRESS PLAN Sw Tugger Dr r , m; Corner SwCabalter?C1 4' f S 3. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BUILDING OCCUPANCY. B T-2.0 1ST FLOOR DEMOLITION PLAN TM Bradley V m a , mss _ s��strt Dr_ 7' [z �' , s 3 - ��•: .� �, BASIS. o -IISw FtryblJ" C}r �' :s a n a Oak?� TENANT IMPROVEMENT SQUARE FOOTAGE: 12,450 1ST FLOOR 3 504 2ND FLOOR �' ""`''` m s,v gardcisSt 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE T-2.1 2ND FLOOR DEMOLITION PLAN D 0 g, ii to Sw Mittens t n i. ' O` 9 z'- Svr Hemlock st L . N 6 > PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY 6/kA Sv(iv "a ct OCCUPANT LOAD FOR TENANT IMPROVEMENT. 125 � � , r �. Csic.;acanl � � c� '.L °' - n ��� rr�cc . FOR TENANT. T-3.0 1ST FLOOR PLAN m ? __. 0 o ,C+is�Ya�' -- -- r rs:�. .µ 8 Ceart�tcr Sw Coral$t ay 4, Lehman 5t • P r Ank "' " s� � s a , 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR EQUIPMENT AND MATERIALS corn Moisan -� r - e '°r'l c GENERAL NOTES - CODE INFORMATION T-3.1 2ND FLOOR PLAN Sw Loci€st t s __ x _ „ ,, . �,,, , ,,` �' PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION OF g .c, 6E�"D' �: �a� }: 38 NW Davis �J'''''' t 5 c , m ., CONTRACT. T-4.0 1ST FLOOR DEMOLTION REFLECTED CEILING PLAN SUITE 300 • ' : - �t. :St ¢� sw oak Way n:s _c a ..__Ow Pioneer ` '�e. m, } 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL 209 ?" _.m 2 t5. Sw Oak St � 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO 51'e � t n` 5wlrnrtivoodloop r, SPECIALTY CODE 2014 OEDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT T-4 1 2ND T 503-245-71 D0007 Q �; FLOOR DEMOLTION REFLECTED CEILING PLAN g Scha O� - ;d sw Pine 5t IMPLEMENTATION. APPLY. L7; f : Meadow Creek 'to `7'' 9' Sw shady Y Sw SpefrcrS[ 1505 5th AVE, SUITE 300 ca 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE 2 0� T-4.2 1ST FLOOR REVISED REFLECTED CEILING PLAN s �F� .. LR r,. . MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM SEATTLE,WA 9$101 ° a . Sw Thorn St S �o. Sw Cattw,wnad Lrt F ? ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK PER FMO. T 206 575-1600 ._ o • .� �. _ Sw Steve St'; -Q., SwAr,ion `-•• SwManzanrtaSt 1: g - _ T-4 3 2ND FLOOR REVISED REFLECTED CEILING PLAN <" SW 7lntotltyPI r 1. g w a 'm Creenbu i < , i 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY 3, ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION ©ANKROM MOISAN ARCHITECTS, INC. SwCIOCisrLF ISvttdsrthDakota.St ..„..iJ._a ! S 1 Y r7 r P . a I THE CONTRACTOR. � �'�" � � Pcfs !, IDEVICES AND ALLOTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE -. a , 1-5 DETAILS ^3w Ptilw'sew Or on +,�'� � SAFETY CODES 3 ;# r o S`'!SrlSt 4 9 SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE ,-3',...r40..-- (' -- Glacier . > ALL WORK LIST : n• -61lf SW.t manerG est to 2.'i-' ;-' R �'- x - Si} ! SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THE SE-1.0 STRUCTURAL GENERAL NOTES ,� ,. .- -K ;0" - -. . - ,a 9 A� - ,p 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE Sw tAere' a CI --• `5� -:"' - -o td �+ ICOORDINATE ALL WORK TO ASSURE ALL SCHEDULESyVIEW EVERY 00 SQUARE GENERAL CONTRACTOR SHALL CLOSELY - c iW m m -.� EXTINGUISHERS TO BE LOCATED INACCESSIBLE LOCATIONS, IN PLAIN 3 0 :N ► y cgtvPlhas5t ` + ARE MET AND ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. SE-3.1 PARTIAL FOUND.AND FRAMING PLANS a ;3 tw Falcon Rrse Dr s y f # IFEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. "w London Ct °. * i� ,,,0'3 ii ' - ' o-'` A: tip. aw Kathrr'rne St s'y t; � oosx.,,,_,...--- 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL 0 1 swot rrinest i.. 04, 4 asst 5. WHEN BUILDING IS OCCUPIED SE-3.2 PARTIAL ROOF FRAMING PLAN r•'' � '` s °�+ DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. ._ 0 _ � 5 > � stv t �. _.. .:. ,- ', <" v. -" .' AS DESIGNATEDIOR REQUIRED BY CODE OR BUILDING OFFICIALS. W �`f1 a$- PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. �� � _,_... ... St �� is,,,, ....T CP�� 5w +j°Y� SE-4.1 FRAMING DETAILS c, t# St t E ter Uma s 5 ry � I y g 0' at', i5; �.d--. 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS, THE INTERNATIONAL ' i; S Vvat Ut 1 I 5ws� t 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH BUILDING CODE,AND THE INTERNATIONAL FIRE CODE. RECEIVED r 2606 ttavDuest,int.,. i - ; 4.�, ,Sw----Erroist_-1---1--- '' s•- Q2OOB NA EQ MATCHING BUILDING STANDARD TILES. VT MAY I $ 2011 12. PARTITIONS, DOORS, RECITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL CITY OF TIGARD yc)L2Ti. NITY MAP RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. SPECIALTY CODE 2014 EDITION, SECTIONS 1006 AND 1011 BUILDING DIVISION _____(T) 8, PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS ARE REQUIRED TO HAVE AFIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED PROJECT TEAM .S. 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS OTHERWISE NOTED. OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 BUILDING R OF THE OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION. BUILDING ADDRESS 10450 SW NIMBUS AVE., SUITES R1 A 14. ALL NEW WALL OUTLETS TO BEAT 16"A.F.F. UNLESS OTHERWISE NOTED. & R1 B PORTLAND, OREGOB 97223 • - 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF r ___ ____1 ___€.�_. maimin ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW DEFERRED SUBMITTALS . T. �f VOLTAGE DESIGN AND INSTALLATION. OWNER/LANDLORD KG INVESTMENT MANAGEMENT 10240 SW NIMBUS AVE., SUITE L-3 -� „� �, , �' I ELECTRICAL PORTLAND, OREGON 1� 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. ..,i; 's . •, 1 •-� 1i. __ ` :'L CONTACT: KYLE LATTA L, ■ �ir t_ rR1i11N111�1- PHONE: (503) 598-9980 m_ _r MECHANICAL I I Fr-. -,I_ _, 7 JL - 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS OTHERWISE NOTED. FAX: (503) 598-9982 �/ • REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS. SUBMIT PAINT DRAW-DOWNS TO 4. ,,� '�',, -..14 '' ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. � rr�� �f ARCHITECT ANKROM MOISAN ASSOCIATEDk°.. • ' p 1....., V T [-� �r. 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDS 38 ARCHITECTS Z Q 38 NW DAVIS, SUITE 300 , I,, i t _- 0 f 1- UNLESS OTHERWISE NOTED. PORTLAND, OR 97209 - ' CONTACT:JILL SABIN V) PHONE: (503) 245-7100 JUJ ., . � ' '� CONTRACTOR FAX: (503) 245-7710 UJ � - Aoiltis CC1 (A COMMERCIAL CONTRACTORS INC. 1 / / CONTACT: JAKE MONEY -� lJ Z KEY MAP - SCHOLLS BUSINESS CENTER I-PHONE: (360)887-7234 W Z z ..._1w 121 Icr7lit SI:At_l=: N.I.5. _.._ U m _....-. , \, it `` FOR COMPLIANCE TTY OP TIGARD . CODE nor CE c.n � . :. w 1 �' ',. I N AREA OF WORK AREA OF WORK\ ,r/ Appy = t w z - `` ll OT+ L_ C V 10 3 k--4- \:. �- z w O� O li ',Pc t A -- :. - Q Z ,/ .„, , i :. �i� I ifirr \ _ min I Suite#: - [ -E +� 1 co m w : - �i% �/ - BY �t nate: �, OreA, / 4 a € F ti z6- -FT ^ L.r_ L !P-- 4 ..ame-- or re, `� r 1�r1 FAN 4 � M p in d z 1! I i /, _ / OFFICE COPY o _J o J. IIP Ar e OF A 11'1 _, r, . 0 . , _ ,,, ,_ ,,,_ co 4,, . , ., ,4, ro _A, --51 Al! ik ,1 '/ i0/1�lli>i%1 J!/ 44w ", - PAPIlkI nil d �o'"r II rr r v AI A., ir REVISION DATE REASON FOR ISSUE ri _ - -5. 1 i morr _iiiiiiiig imudi 0. 0ie 0 -0- •• 1113 i 0 i - ...._AL 3J C r , , . • ., ,H_,. i , _ r , A A AP pd AP 7-7.--4 T. i IzEin=m . Ar _AI - - - 1 1 _ i er• , 4 IF 1 %i�[��►.!��%/�� lJrIli:ili��ilil COVER SHEET 1 ,. 11li >I1 ,/ / �� I 1 111 I tai likillikill �1. I 1iffilliffin ^i ����� - • a _ Ai r ,`�, % 1[[IIIII>�llll % II1111II11Ell: 4 , I -- ��' Al- ,1 ' TO �o�,OPEN A i!III / snow`PEN I 7<" IPIIIIPII VI Mall ' '‘,-/ri -- ' - Ay] � % .I� „I a/TO ABOVE PERMIT SET i. ...im MAI A A. ,ir A , _-"- ---.. 1 A A _4 i , , OPEN T VIW CITY 0. TIGAnD , 4'-'. •� 3.11 sfdo A A. A i■ r _ --- !Illlllllllllllllllllllllllllllllllll[IIIIIIIIIIII A roved b Pp y Planning DATE PROJECT MANAGER :r Date: 5.12.17 Js Initials: On ( ' PROJECT NUMBER SHEET NUMBER CD KEY MAP -- 1ST FLOOR KEY MAP -- 2ND FLOOR 057747 SCALE: N.T.S. SCALE: N.T.S. SCALE T.. As NOTED 0 J:\S-AScholls Business Center\Bldg. - R\Scholls-Bldg R - New Elevator 057747\08 CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:32:26 PM, DWG To PDF,pc3 1 o; m:LL;oo;a�: ,e,Rom,,,,�,..o„,„„ u:N.,:NA:•,u::a,*,u:,u,r,,.-:u—,u; � \, gW12„LAN Q. WU 'T.; ''L: LIFE SAFETY SUMMARY 4. �. • `:\, iii: ``1 . , No. 4268 i I 1. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3, EXCEPTION 1.) 1.1' �\ €' I THE LENGTH OFA COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY OF ` �? GROUPS B, F,AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED '» i , li THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC --..-_ ] : A i I `ti; i 1 SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 �� IkA 'i COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL 44' lin_ al • x ` 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1) EXITS SHALL BE SO Lu ► ' LOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A I STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND TM a '"ffi " 1� > UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL NOT EXCEED 300 FEET. •• > I (SEE TABLE 1016.1) ► > ► > COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 245' A ► a > - 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1) J;/��j 9t?rK.'.✓'M..N!:C :ieYYNF?:NP:v xWwo-NH.:S9'i?#PIDBe' A n �1,/ o ► > TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL r ► rill '� > >>)>>> BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, - _ ;hx ) I (SEE TABLE 1015.1) 38 NW Davis 1, ► SUITE 300 , [ 1 '' ��� '� ' - COMPLIANCE: EXIT DOORS REQUIRED 2 PORTLAND, OR 97209 _ � � COMPLIANCE:EXIT DOORS PROVIDED 2 T 503-245-7100 © A , ► X ��� �`-� ���) 4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1015.2.1, EXCEPTION Z 1505 5th AVE,SUITE 300 ...., . /��� x WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SEATTLE WA 98101 . XxxxxXx , 16 ?kill � --- ISPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, n � 11�%1 /, - x ,> :: ' "` "._ " ' THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS 11111111S / I x DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE ©ANKROM MOISAN ARCHITECTS,INC. DD �� o � X � �� MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. pr 17,—ry, 03 11191111141 wI71 AX 4 COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 3T I I. _ - 1 COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 71' ," \\,1, 1,7 IP Ne �� y yr o ppoill III I 1, 106 4 L 41 FIRE & LIFE SAFETY PLAN NOTES . - 0/4 IF ' .2\ 1. MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL r . ♦ :il TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED . I 2. EXISTING FIRE LIFE SAFETY DEVICES AND SIGNS TO REMAIN AS-IS. FIRE LIFE SAFETY _ I r DEVICES AND SIGNAGE WILL BE UPGRADED TO MEET CURRENT CODE WHEN SPACE IS• 0 10/V/ ,_._, 4 II LEASED AND A CERTIFICATE OF OCCUPANCY IS ISSUED.. III [I FI11 111111111111 1,1 r O 1. [iC'' ... .... ....... ... r II 1000 XOCC 200 • _' ■ A m 2 o 711> c11 ROOM SUMMARY TAG i I .' ANT OFFIC: S:' E ��14 2 200 A-2.1 100 II I 111161111 II I� EXISTING PATH OF EGRESS TO REMAIN. PATH OF EGRESS ILLUMINATION. CO il l'. . R �+ o -'- .1. �Ij j �� r1E1A,NSOF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1FOOT-CANDLE �- 12450 125 � UX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF p[ I EXITS a.P OCC TYPE 2 100 BEGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES r� rr�{{ ` / ELECTRICAL SUPPLY. IN THE EVENT OFA POWER FAILURE,THE EMERGENCY V T,'� /IV- A/1° I POWER SYSTEM SHALL PROVIDE POWER FORA DURATION OF NOT LESS z Q I,a I - - -- I-� OPEN t,.-- / 4 THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT ., TO ABOVE• EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE �,� i j j EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2014 O.S.S.C. 0 LV1 T ,, '�, 'P SECTION 2702, PER 2014 O.S.S.C. SECTION 1006 --- 4 64 EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS P A WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. CO v) 0 4 ; tit FIRE EXTINGUISHER I [2 rCe r FIRE EXTINGUISHER CABINET L9 W Z • 3. 11sfW pr xx � 1 L _J WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA z � & - - - k .www «A P. I , .:..:: ......... Ev<>:-\??, EXISTINGONEHOURRATEDCOMMONCORRIDORU m (...% w m d 47 x AD 1 _VI :1// / 1"' •''� l 5'-0"DIAMETI=RWHEELCHAIRTURNAROUNDAREAw Z I / 1 CC`-- Z > O i I-- V) ONE HOUR RATED WALL, SEE DETAIL SHEET T-5 - Q c� _„wwww00 EXISTING WALLVI O w . m W J ,. '::•;'r,adv::: Luo ;..,,,,.:4..:'...-.,,,.:- J z 1:::::::::::::::::%::::::::::::':::':::::::::: 11.1 14111.., IJ opt .41. i viiipPP- 0 in < Z 01111° o* illitil OlIJ In cel c 'Ncr m 001 010 . 11111M0i 4o6' ire difoo Olt REVISION DATE REASON FOR ISSUE • I 9111111110111 / 1 4/ 1ST FLOOR -440/1 TEGRESS PLAN 7";----;\ It ,-w^�. I .0e. *IT: # . X M M 11 // \\ '‘I \ \ EGRESS PLAN (1) T-1.0 118"=1-0„ PERMIT SET DATE PROJECT MANAGER 5.12.17 JS PROJECT NUMBER SHEET NUMBER 057747 SCALE T- 1 0 AS NOTED J.\S-Z\Scholls Business Center\Bldg, - R\Scholls-Bldg R - New Elevator 057747\08 CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17-dwg, 5/17/2017 1:32:36 PM, DWG To PDF.pc3 • ,.►ND, OGOW No. 4268 T4 OF 01 LIFE SAFETY SUMMARY 1A4/t 'm 1. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3, EXCEPTION 1.) THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B, F,AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC J SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 A n k ro I y�! M O sa n ,, - COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL 35' 38 NW Davis o - o - SUITE 300 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1) EXITS SHALL BE SO PORTLAND,OR 97209 ______rLOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT T 503-245-7100 r _ ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND 1505 5th AVE,SUITE 300 ® UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED 300 FEET. SEATTLE,WA 98101 (SEE TABLE 1016.1) T 206-576-1600 vc9u', COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 190' ©ANKROM MOISAN ARCHITECTS, INC. sr O\S� S9 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1) TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL -- - - - --.- FE �C, ---3'N3'' BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, (SEE TABLE 1015.1) 2 VACANT OFFICE SPACE COMPLIANCE: EXIT DOORS REQUIRED 2 200 COMPLIANCE:EXIT DOORS PROVIDED 2 ROOM24 SF aM 125 4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1015.2.1, EXCEPTION ,� � 1 2450 2) E'aT� OLF "c1 YFE WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC 1 2� 100 B SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, \` THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS it DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 28' /, COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 40' I i 0 a- r kit : . .,„,.____,r3 j.__.4 , a .. . r. 4' FIRE & LIFE SAFETY PLAN NOTES kik 1. MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL ISI •Wli TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED I �'. 2. EXISTING FIRE LIFE SAFETY DEVICES AND SIGNS TO REMAIN AS-IS. FIRE LIFE SAFETY 0 ° DEVICES AND SIGNAGE WILL BE UPGRADED TO MEET CURRENT CODE WHEN SPACE IS z Q LEASED AND A CERTIFICATE OF OCCUPANCY IS ISSUED. — I U I f -, J w 0 FIRE & LIFE SAFETY PLAN LEGEND1- CO _ W , _ ROOM$F RM OCC 1000_ 200 ROOM SUMMARY TAG A' I f2 K S OLF OCCTYAE r r 0 2 200 A-2.1 1�•� z Oi EXISTING PATH OF EGRESS TO REMAIN. PATH OF EGRESS ILLUMINATION. W MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE z J w 1 2ND FLOOR - EGRESS PLAN (11 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF -- 0 EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES LLD Q T-1.1 118"=1'-0" �x , ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE EMERGENCY U m rY m POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS Mo / THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT N X EQUIPMENT, OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE N D EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.S.S.C. WZ w N rY Z SECTION 2702, PER 2010 O.S.S.C. SECTION 1006 z 0 EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS (f) Q 0 Q —a WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. D D (-9W flE FIRE EXTINGUISHER MI f -I FIRE EXTINGUISHER CABINET (f) 0 ' _ J z L — J WHEELCHAIR SPACE! WHEELCHAIR CLEAR AREA J Z rz [7 O Ln < z J rea EXISTING ONE HOUR RATED COMMON CORRIDOR I O H ❑ ,- Ln O 0 / on k ) 5'-O" DIAMETER WHEELCHAIR TURN AROUND AREA iiiiii NEW ONE HOUR RATED WALL, SEE DETAIL SHEET T-5 EXISTING WALL REVISION DATE REASON FOR ISSUE 2ND FLOOR EGRESS PLAN PERMIT SET DATE PROJECT MANAGER 5.12.17 JS PROJECT NUMBER SHEET NUMBER 057747 SCALE T. 01 r 1 AS NOTED J:\S-Z\Scholls Business Center\Bldg. - R\Scholls-Bldg R - New Elevator 057747\08 CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:32:41 PM DWG To PDF.pc3 OD ARc& N 1ww A a. Luu • , ■ No. 4268 TM (--I 1 i/ I--m' ,. 1, . . n Iw a 4rA4ift ]ai - w - 38A2Dk.rom Moisan 0 z �VI5 Q - SUITE 300 PORTLAND,OR 97209 - T . \\----. T 503-245-7100 EP - 1505 5th AVE,SUITE 300 - SEATTLE,WA 98101 Ell � I E - T 206-576-1600 ©ANKROM MOISAN ARCHITECTS,INC. fla.. _ Q ro, o - DEMOLITION SCOPE q O - PARTITIONS, DOORS, RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR U U RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. \_,L-- - 2. REMOVE ALL POWER SIGNAL, SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO 0 0 = BE DEMOLISHED. . --j 3. EXISTING FLOORING TO REMAIN AS IS. T ,7/ _40---'\ :77 I i I (--- - ,J ._,J. ______.. i . j 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT [�"---- O r1❑ 1DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE. CEASE ..6 - OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE 0 IN DANGER. -f 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. 1 L� - HOWEVER, FIELD CONTIOMR WHICH WILL CAUSE A COLT 7 RESPONSIBILITY OF THE GENERAL CONTRACTOR ORTE THEIR SUBCONTRACTORICT. ITO IS THE 7 ALERT THE ARCHITECTDIOF ANY SUCH AY DISCREPANCIES OR CONFLICTS NFPRIOR TO (--- .. ....• REJECTED BY TENANT OR ARCHITECT.PERFORMING WORK. FAILURENS TO DO OCCUSO MAY LEAD TO WORK IN QUESTION BEING �� i' 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. CO 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING IC cL FEEDS.WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO C LI 41. THE SOURCE OF ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. (...9 I 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND Z Q _ J , ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS Q eL rTh AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, J CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK til -� � AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT SHAFTS, CHASES, FURRED I. -- LU r. ❑ SPACES,AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND m DUST. J o _ I;iC I' DEMOLITION PLAN KEYNOTES w z \, • H I IO DEMO FLOOR FOR NEW ELEVATOR/SHAFT PER STRUCTURAL PLANS. Z Q -,------ I W D Q DEMOLITION PLAN SYMBOLS u 0° m ce 1 'y CL 1r — EXISTING WALL Z N 1-1-1 Z N fY ,i, ; Z 0 p I I a 0 - - - ._7._ -_7. WALL OR ITEM TO BE REMOVED �- Q z ~ N k V) to 0 O .. ...- I I GLASS RELITE m m f1 w ki V) — ROOM NAME _J z Q ce 1 A - ROOM NUMBER O ZVI Z U u `.. . 2O KEYNOTE = O 0 n\--.._. =-7] a U 0 0 m g if , t' . ... ._ REVISION DATE REASON FOR ISSUE R �ik�e 1ST FLOOR 1 1ST FLOOR - DEMOLITION PLAN (I) . DEMOLITION PLAN T-2.0 1/8"=V-0" PERMIT SET DATE PROJECT MANAGER 5.12.17 JS PROJECT NUMBER SHEET NUMBER 057747 SCALE T-2 . 0 AS NOTED J:\S-AScholls Business Center\Bldg. - R\Scholls-Bldg R - New Elevator 057747\08 CAD Files\Active Phase\CD\SBC - BLDG, R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1.32:46 PM DWG To PDF.pc3 SOD ARC T N Q. WU n s--a tli� OREGON vA Na 4268 rj 1p TM 1A4,A. Ankrom Moisan 38 NW Davis SUITE 300 DEMOLITION SCOPE PORTLAND,OR 97209 T 503-245-7100 0E1�( 1. PARTITIONS, DOORS, RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR 1505 5th AVE,SUITE 300 O RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. SEATTLE,WA 98101 �l T 206-576-1 600 2. REMOVE ALL POWER SIGNAL, SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO ® ® � BE DEMOLISHED. ©ANKROM MOISAN ARCHITECTS, INC. ,. .Th) r= 3. EXISTING FLOORING TO REMAIN AS IS. 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT L i — — — FE DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE. CEASE IOPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IIN DANGER. 7 ''[ 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ,. ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. ❑ 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING ' ri FEEDS.WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. 11111111111111 ttt9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND P ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK CO �__=g-�=== AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT SHAFTS,CHASES, FURRED SPACES,AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE LI , ‘11, U!l /�� PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND I DUST. 0 ° _ i \___111-ril- Z Q I I K-, wH DEMOLITION PLAN KEYNOTES 0 cL 0 -s-s--•IP >1.3i, J � DEMO FLOOR FOR NEW ELEVATOR/SHAFT PER STRUCTURAL PLANS. _ W .. r1 D { DEMOLITION PLAN SYMBOLS mIII 2 f 11 e n ■ � n n I Li�/ m EXISTING WALL Q W Z WALL OR ITEM TO BE REMOVED Z Q a W mD � pin I I GLASS RELITE U 1 1.7 Vi w m IZ rN D (NI p ROOM NAME W Z N Ce ROOM NUMBER z j a) 0 Q Z Q O2 KEYNOTE (Jr) Li) 0 C m IY w 2 0 vi —1 2ND FLOOR - DEMOLITION PLAN J z z U T_2. 1/8„=1 o z .1) � Q _ � � U oo -D (,!) m m REVISION DATE REASON FOR ISSUE 2ND FLOOR DEMOLITION PLAN PERMIT SET DATE PROJECT MANAGER 5.12.17 JS PROJECT NUMBER SHEET NUMBER 057747 SCALE T-2 . 1 AS NOTED J:\S-Z\Scholls Business Center\BIdg. - R\Scholls-Bldg R - New Elevator 057747\08_CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:32:51 PM, DWG To PDF.pc3 ,..,!,,O•DA 0 O*1 ,1JANN-lee,,,tr.Q. LUU �. Na. 4268 24' OFa (4JTM , . .� " 11 --- An r m Moisan Lu W I 38 NW SUITE 300 Davis W al-1 PORTLAND,OR 97209 '0 T 503-245-7100 Z Q 1505 5th AVE,SUITE 300 ; ter / SEATTLE,WA 98101 -----) i I T 206-576-1600 EP I - r ©ANKROM MOISAN ARCHITECTS,INC. i - Ir J1) (-13 g illo FLOOR PLAN GENERAL NOTES 15 5 o K-ri L\IL o 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS OTHERWISE NOTED. II 0 — I) 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT ® COMPLETION OF CONSTRUCTION. I jrc _ . y 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER ---__ F._. _01- 0 1 AWCI STANDARDS. APPLY A DRYWALL PRIMER (SHEETROCK BRAND"FIRST COAT"OR = EQUIV.) PRIOR TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. , r --a jr r FLOOR PLAN SYMBOLS 4 -}- EXISTING WALL C -Ir- 1 1 I GLASS RECITE NEW ONE HOUR WALL TYPE"C" 1117 ci- j Alk -. _. _ •••••••••• ' ' ' ' ROOM NAME (--- I ROOM NUMBER 021 OKEYNOTE O WALL TYPE 0 05 z Q DETAIL OR SECTION REFERENCE 0 J w ----) - FLOOR PLAN KEYNOTES m D -. / 1 MAINTAIN EXISTING ONE HOUR RATING AT STAIR WALL VI Er) � VI W Z _ T � Q W rW D Q ... k 0 d--- iX I1 co v) w m a —III I I Lii D N D W Z N i r t TA__.h _ .. -- Z Q I pi i OCC/ W J o II -1Z6 CO w Z 6 [ iser 4- J Z z 4'-10" 14'-2" IV: - 0 C7 / _ -, co O D A ,ti t„) ._ an4 I-I 1 I im. , Im I 1_ REVISION DATE REASON FOR ISSUE f it 4 d___--'_ ___6 0 0 elst 1ST FLOOR PLAN 1ST FLOOR - FLOOR PLAN QD T-3.0 e 11s = -0 PERMIT SET w_ n DATE PROJECT MANAGER 5.12.17 JS PROJECT NUMBER SHEET NUMBER 057747 SCALE •"1- 3 . 0 AS NOTED J:\S-Z\Scholls Business Center\BIdg. - R\Scholls-Bldg R - New Elevator 057747\08_CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:32:56 PM, DWG To PDF.pc3 OLD ARed , AN4 grTURN Q. LUU 'F, PORRANO. 0 )N No. 4268 , 2'4) OF 04 TM tili Ankrom Moisan 38 NW Davis SUITE 300 PORTLAND,OR 97209 T 503-245-7100 1505 5th AVE,SUITE 300 SEATTLE,WA 98101 - T 206-576-1600 ) OO ©ANKROM MOISAN ARCHITECTS,INC. „r31)47112 _ FLOOR PLAN GENERAL NOTES 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS L — — — —f°l IFE OTHERWISE NOTED. 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT COMPLETION OF CONSTRUCTION. 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER k. 0 AWCI STANDARDS. APPLY A DRYWALL PRIMER (SHEETROCK BRAND"FIRST COAT"OR EQUIV.) PRIOR TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. FLOOR PLAN SYMBOLS EXISTING WALL I I GLASS RELITE AS K11 NEW ONE HOUR WALLTYPE"C" IV ROOM NAME ROOM NUMBER CO (-1 _ _ 117 _ _ _ ..___ (2-) KEYNOTE IY _ _s_� r _ _ �r A, a u' oc°ti`: 0 © WALL TYPE z Q ,__\________A; a' r /1 O 'l i � 1.0 Y AFD S Mr DETAIL OR SECTION REFERENCE 0 FLOOR PLAN KEYNOTES D CCI In 4 T -10 14-2 .5 1 O MAINTAIN EXISTING ONE HOUR RATING AT STAIR WALL 1 IY Ce 0 h a b n n d- : n Zn n n • W Z H Q z w —I0 U D oC ID IA W m vl D N D T W Z N. Z w01 o V) Q 0 fY Q mW m � � w J Zz cc J � 0v) Lc z 1 2ND FLOOR - FLOOR PLAN - i c, ,� A T-3.1 1 IB"=1-a" (I!) U i70.1: l04 REVISION DATE REASON FOR ISSUE 2ND FLOOR PLAN PERMIT SET DATE PROJECT MANAGER 5.12.17 JS PROJECT NUMBER SHEET NUMBER 057747 SCALE T-3 . 1 AS NOTED J:\S-Z\Scholls Business Center\Bldg, - R\Scholls-Bldg R - New Elevator 057747\08_CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:33:01 PM, DWG To PDF.pc3 CO WA - . I�Q. ' No. Q426 8LUU q TOF04 / TM (.....-- 11 \\ . 1 rVii , Ankrom Moisan ti € E N 38 NW Davis w _. -4- -__._. — _. I.__. - -.._ .. SUITE 300 1EJL1 I I I X ' X X O. X X 1 X i PORTLAND,OR 97209 - - . - _.. - - T 503-245-7100 b4 ' 1 I C I „, _..7 : Y r--., i_ ;� " _1._.__-___ _ '.. 1505 5th AVE,SUITE 300 Ct _-r _ _ -.......... i ---j 1-----1 - -._. ...__ -._ 2-1 - — - _ - ----- — -- -- - --._..... _ -,7.--=..--iSEATTLE,WA 98101 T I `.-- I ... . I . . . I --.5.6,-.::::- 1- _........ �J .---(-.. F{ ' ? 206-576-1600 i I I ... I �-- ''�� •_-.. - - ._.__ -__. ©ANKROM MOISAN ARCHITECTS,INC. 4�i . . .. - t - - I =- Vit. - I € F f' ft.... .....,.,..=.._..i...,,..:f .7.. ...„ i - i(IFk1 1 .. . - - ti ..,_.... • I : 1 . . . • - • .. . ,_ , 0,_ . pi 0 : g i ___ Nr< 1 e . ., , .0, di.::::::::„.7.,,,,,_ x.r.:-_,,o,,o i I ' O k1 .. „1. ,, i •... 1 .„,x 1 1 U g I - REFLECTED CEILING PLAN GENERAL NOTES l i i 1 1 /1 r. t' Lr: . - - i. xt 1 f `� ... j IF ± "•-'-' I _ I I __-- ❑..�- 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. lt` - - F 3 I 2 f � ....ti, h.-7.7.5,7:7i. _...,:t,... ____ ( __. i 3__Y—__.____i ____..,._._._._._._._................_— —__ I .._,... mm_ — —-{— ...W}� t l ....._.—,_.. —--- - - — - - --— - -.._.,..,_ _ L_� mo I1 — r € I t ='�-� T+ '-i „' - _ _ _ i ! �, 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. , I 7, , I „ ,, :_.,::„...,„.... - - __ _—.- .:1._...... j— i I — — - s L t 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL Il'A L / -- -- iE I E ;�::�_,- _ _ --- _ __ �_� W. C CONSTRUCTION. FOLLOW NECESSARY CODES AND REGULATIONS. I IL. r 1 .t r W. I T i I f a 1,-- --t,-- 1 5. r� I I i E i k j r 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED - _ OTHERWISE. I k .,,y„ I - I i i _ {- I 1:,-"4 Il!)y���- 9. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT j 1 r1 E' f 1).-- 1 f” .. I V 3 !' �_ ' _; 1 `1 () 3 ( , r. 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I EXISTING IX 314"0 STEEL RUNGS PLUG ° a CONCRETE SLAB J _1 WELD TO SIDE RAILS© 1'-d" ce a O OC MAX 7 BENTONITE Lu < L6"X 2 112"X 318" (GALV)LU WATERSTOP BOLTED TO RAILS WI (2) o 3/8"0 BOLTS&NUTS a ELEVATIONS o SECURE TO FLOOR W/1/2" v 0 M BOLTS SET IN Q CONCRETE WALL DETAILS Fe EXPANSION SHIELD LI! \ o FLUID-APPLIED I. n I WATERPROOFING o / ELEVATOR PIT FLOOR o Ni .' • t o PERMIT S ET ELEVATION SIDE VIEW el 314EL"=1'-D"EVATOR PIT LADDER ELEV-LADDER 13 T-5 ELEVATOR SILL c, CONCRETE 3"=1'-0" 14 AN Miri Mir DATE ^'T .J7 PROJECT MANAGER ELEV SILL AT CONGRETE PROJECT NUMBER SHEET NUMBER 057747 SCALE T...5 AS NOTED 1:\5-AScholls Business Center\Bldg. - R\Scholls-Bldg R - New Elevator 057747\08 CAD Files\Active Phase\CD\SBC - BLDG. R. - PERMIT SET 5-12-17\SBC - BLDG.R - PERMIT SET 5-12-17.dwg, 5/17/2017 1:33:26 PM, DWG To PDF.pc3 C., Pa°* to\-; ,0.1r4 N44:3 457i. Q. 16,720 OREGON �q<p r za, N. Jv'Z 6' TU1101' EXP: 6/30/18 GENERAL STRUCTURAL NOTES: SPECIAL INSPECTION PROGRAM 1MP: h. CODE REQUIREMENTS: CONCRETE ACCESSORIES: ESTABLISHED PER 2012 IBC AS AMENDED BY THE 2014 OSSC SECTION 110&CHAPTER 17 CONFORM TO THE 2012 INTERNATIONAL EY SPECIALTY CODE, REFERENCED HEREAFTER AS IBC. EQUIPMENT AS AMENDED BY THE 2014 OREGON STRUCTURAL HEADED STUD ANCHORS(H.S.A.)EQU PMENT IN STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS.L BE AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDARD -I OONlTINUOUS PERIODIC COMME{+T s CON T.M.ULTING ENGINEERS DESIGN CRITERIA: CONCRETE EXPANSION ANCHORS SHALL BE"SIMPSON STRONG-BOLT' OR ENGINEER APPROVED GENERAL STRUCTURAL INSPECTIONS AS REWIRED BY SECTION 110 7650 SW Beieland,Suite 100 ( EQUIVALENT) Tigard,Oregon 97223 DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD INSTALLED PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT. FOOTING AND FOUNDATION RBNFORCEME IT BY BUILDING OFFICIAL Phone:(503)443-3900 LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: SLAB RBNFORCBIENT BY BUILDING OFFIOAL Fax:(503)443-3700 CONCRETE SCREW ANCHORS SHALL BE"SIMPSON T1TEN-HD"(OR ENGINEER APPROVED EQUIVALENT)INSTALLED WOOD FRAMNG BY BUILDINGOFFIOAL FLOOR LIVE LOAD: 100 PSF(NEW STRUCTURAL MEMBERS) PER MANUFACTURERS GUIDELINES AND CURRENT ESR REPORT. ANAL INSPECTION BY BUILDIN3OFFICAL FLAT-ROOF SNOW LOAD Pf: 25 PSF CONCRETE EPDXY/ADHESIVE ANCHORS SHALL BE INSTALLED WITH"SIMPSON SET-XP"(OR ENGINEER APPROVED STEEL vA ,. , ,1 ,!'*' EQUIVALENT)INSTALLED PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT,AND SHALL MEET THE INAOCORD4NiCE WITH OSSC 1705.2 AND QUALITY ASSURANCE INSPECTION RI3DURINTS.OFAISC360 ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF(ASSUMED) FOLLOWING CRITERIA: MATERIAL VERIFICATION OF STRUCTURAL X AGC 360,SECTION M5:5 ANDAFFLICABLE EXISTING CONDITIONS: A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE STEL ASTM STANDARDS *, ; T . TM THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. WELDING:STRUCTURAL STEN- THE DRAWINGS PRIOR TO THE START OF THE WORK. B. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-11 SECTION D.2.2,ADHESIVE MATERIAL Vl ICATION OFvuaDFILLt t X MSC 360,SECTION A3.5,AWS A5 DOCUMENTS i ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. MATERIALS SINGLE PASS F><LETS S 5/16" - TEMPORARY CONDITIONS: X ' THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING NON-SHRINK GROUT SHALL BE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE,CEMENT, , , STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN WATER REDUCING AND PLASTICIZING AGENTS;CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH - n rom Mo i san DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. OF 2,200 PSI IN 48 HOURS AND 6,000 PSI IN 28 DAYS. GROUT SHALL BE MIXED AND APPLIED IN STRICT CONCRETE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 38 NW Davis SUBMITTALS: REINFORCING SIZE AND PLACEMENT X IBC 1910.4,Aa 318 3.5,7,1-7,7 SUITE 300 SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND METALS: BOLTS TO BE INSTALLED PRIOR TO AND PORTLAND,OR 97209 CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: ALL MISCELLANEOUS STEEL:ASTM A36(Fy=36,000 PSI), OR AS NOTED ASTM A572(Fy=50 KSI). DURING OCINE FLACBMABJT W-IERE • X IBC 1908.5, 9949.1,AC 318:8.1.3,21.1.8 T 503-245-7100 WIDE FLANGE AND STRUCTURAL TEES:ASTM A992(Fy=50,000 PSI)OR,ENGINEER APPROVED EQUAL. ALLOWABLE LOADS HAVE BEEN INCREASED OR • CONCRETE MIX DESIGNS(PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM OF 30 TEST SQUARE AND RECTANGULAR HSS:ASTM A500,GRADE"B"(Fy=46,000 PSI). yy STRENGTH DESIGN IS USED. 1505 5th AVE,SUITE 300 SPECIMENS PER MIX),CONCRETE STEEL REINFORCING, EMBEDDED STEEL ITEMS,STRUCTURAL STEEL, ALL BOLTS:ASTM A307 UNLESS NOTED OTHERWISE. INSPECTION OFADTORS INSTALLED IN SEATTLE,WA 98101 GLUED-LAMINATED BEAMS, AND PREFABRICATED WOOD JOISTS AND TRUSSES. WELDING: PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS. x IBC 1909.1,Aa 318:3.8.6,8,1.3,21.1.8HARDENED OONCRETE T 206-576-1600 ALL STEEL TO HAVE SHOP COAT. VERIFY USE OF REQUIRED DESIGN MIX X BC 1904.2.2, 1910.2-a AO 318:CH 4.,6.2-5.4 IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BE ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO BACKFILLING. PREPARATION oFTESTSPEQNIENS IBC 1904191a 0 ASTM C 172,AS18 C31 O AN KROM MORSAN ARCHITECTS,INC. CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR (AT TINE CONCRETE IS SAMPLED PERFORM SLUMP X ACI 318:5.6,68 STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN AND AIR CONTENT TESTS AND DETERMINE TEMP.) EARTHWORK: BUILDING CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CONCRETE PLACEMENT AND-TECHNIQUES X IBC 1910.6-8,ACI 318:5.9,5.10 PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAUSES,THOROUGHLY BRACE OR CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS MAINTENANCE OFSPECIFIED CURING X BC 1910.9,Act 398:5.11-5.13 OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION. TAKE ALL SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. TEIVPERATURESAND TECHNIQUES NECESSARY PRECAUTIONS TO PREVENT DISTURBANCE OF AND TO PROPERLY DRAIN THE AREAS UPON WHICH EPDXY ORAIOI-ESNEANCHOR PLACEMENT X CONTINUOUS WI-EREINDICATED ON DRAWNGS CONCRETE IS TO BE POURED. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE:WATER TO INSTALLATION AND TIGHTENING OF ALL BOLTS SHALL BE IN ACCORDANCE WITH THE"SPECIFICATIONS FOR EXPANSION OR SCRBN ANCHOR F AGEMENT X CONTINUOUS WI-ERE INDICATED ON DRAWNGS PREVENT SOFTENING OF THE BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED RAINWATER TO TEMPORARY DRAINAGE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG-TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE THIS STRUCTURE. ENSURE THAT THE WATERING OPERATIONS WILL NOT ADVERSELY AFFECT FOUNDATIONS. TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE WORK IN A IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. DEFINITIONS: PROPER WORKMANLIKE MANNER. REMOVE LOOSE OR DISTURBED SOIL FROM THE BOTTOMS OF EXCAVATION. A. CONTINUOUS INSPECTION MEANS THAT THE SPBIAL INSPECTOR IS ON SITE ATALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED STRUCTURAL FILL. CARPENTRY: TIMES OBSERVING TI-E WORK REQURING SPECIAL INSPECTION. SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER B. PERIODIC INSPECTION MEANS THAT TI-ESPECIAL INSPECTOR IS ON SITE AT TIME WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,OVER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION INTERVALS NECESSARY TO CONFIRM THAT THEWORK REQUIRING SPECIAL INSPECTION EXCAVATE AND BACKFILL WITH 3/4"MINUS CRUSHED ROCK COMPACTED TO MINIMUM OF 95%OF THE DRY GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19%AT TIME OF FABRICATION AND DRIED IS IN CONFORMANCE WITHAPPROVED PERNIT PLANS ANDSPECIFICATIONS: DENSITY AS MEASURED BY AASHTO T180. AT DISTURBED AREAS WITHIN 3'-0"OF BUILDING FOUNDATIONS TO A MAXIMUM OF 15%BEFORE INSTALLATION OF GYP.BOARD AND OF BRICK VENEER AND VERIFIED BY THE COMPACT TO MINIMUM 95%OF THE DRY DENSITY AS MEASURED BY AASHTO T180. GENERAL CONTRACTOR. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE CO TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. GRADES SHALL BE DF-#2 UNLESS NOTED OTHERWISE ON I-- CAST-IN-PLACE CONCRETE: THE PLANS. OC MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER rn LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE EMPLOYED ON THE WORK FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE VQ FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND Z TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. ..�.. DATA AS REQUIRED,A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL 0 CL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE VI ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL FASTENERS IN CONTACT WITH - Lu CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, FIRE RETARDANT LUMBER MUST BE HOT-DIPPED GALVANIZED. DO NOT INSTALL 0.148"x 1 112" NAILS IN HANGERS ~ MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 UNLESS SPECIFICALLY NOTED ON THE PLANS&DETAILS. m D SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THEcn AMOUNT OF ENTRAINED AIR SHALL BE 5%-7% BY VOLUME. FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2, s p[ BE LIMITED TO A 15% MAXIMUM BY CEMENT WEIGHT. OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, W/ 0 EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN Z CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/B"SPACING AT PANEL ENDS AND EDGES, UNLESS W Z I- 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE AS FOLLOWS: OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. Z w 0 FOOTINGS/WALLS/SLAB:fc=3,000 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=470 LBS) ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO W D Q SUPPORTS,EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, m CC ABSOLUTE WATER/CEMENT RATIO BY WEIGHT: TONGUE-AND-GROOVE,OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED U 0 WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL VI w m CL fc=3000 PSI(0.54 NON-AIR ENTRAINED, 0.46 AIR ENTRAINED) CONFORM TO IBC TABLE 2304.9.1. (n ❑ N LLQ Zr` w SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS ALL MULTIPLE STUD OR SOLID POST POINT LOAD SUPPORTS TO EXTEND THROUGH ALL FRAMING BELOW TO SOLID 7 LU al 00 THAN ONCE A DAY,OR NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, OR NOT LESS THAN BEARING AT FOUNDATION OR CARRYING GIRDER. PROVIDE FULL BEARING WITHIN JOIST SPACE AS REQUIRED. Q Z I- ONCE FOR EACH 5,000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. V) 0 CI j GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF TIMBER HOT AND COLD WEATHER REQUIREMENTS FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318. CONSTRUCTION,AITC A190.1 AND ASTM D 3737. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION co m UU W MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE SLEEVES, OPENINGS,CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE 0 ' SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL.GRADE,AND OF THE J Z Q fc NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN STRENGTH INDICATED BELOW: THREE DIAMETERS ON CENTER. PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED --I Z z OTHERWISE. COMBINATION DEPTH SYMBOL SPECIES USE SLAB ON GRADE IS NOT DESIGNED AS A STRUCTURAL DIAPHRAGM. I O'"-" f� ALL 24F-V4 DF/DF (SIMPLE SPAN) o O m CONCRETE REINFORCING STEEL: ALL 24F-V8 DF/DF (CONTINUOUS OR CANTILEVER) e- CL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL TO BE HOT PREMANUFACTURED WOOD JOISTS AND OPEN WEB TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DIP GALVANIZED SHALL CONFORM TO ASTM 767. DRAWINGS,MANUFACTURED BY THE TRUS JOIST MACMILLAN COMPANY,OR AN ENGINEER APPROVED EQUAL IN ACCORDANCE WITH ASTM D 5055. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION("DETAILS AND RECOMMENDATIONS. JOISTS AND TRUSSES SHALL BE DESIGNED FOR THE LOADS NOTED ON THE DRAWINGS. REVISION DATE REASON FOR ISSUE DETAILING CONCRETE REINFORCEMENT'). JOISTS,TRUSSES,AND BRIDGING SHALL BE CAPABLE OF RESISTING A 5 PSF MINIMUM NET WIND UPLIFT UNLESS OTHERWISE NOTED ON THE DRAWINGS. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: PROVIDED THE ALTERNATE IS COMPATIbLE WITH THE LOAD CAPACITY,STIFFNESS, DIMENSIONAL,AND FIRE RATING REQUIREMENTS OF THE PROJECT,AND IS ICC APPROVED. NO. 6 AND SMALLER NO.7 AND LARGER FOR fc=3,000 PSI-LAP SPLICE LENGTH= 58 BAR DIAMETERS. 72 BAR DIAMETERS MECHANICAL: 6. fa THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, _ t REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: PLUMBING, FIRE SPRINKLER, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS m o TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL STRUCTURAL CONDITION: MINIMUM COVER: ASSOCIATION (SMACNA),OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS,SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE OF To CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. G E N E R!'1 L NOTES 0 2 CONCRETE EXPOSED TO EARTH AND WEATHER: INSPECTION: Ca, NO.6 THROUGH NO.18 BARS 2" SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1704 OF THE IBC AND APPLICABLE SECTIONS OF THE d NO.5 BAR,W31 OR 031 WIRE AND SMALLER 1 1/2" PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING N LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS INDICATED IN THE SPECIAL INSPECTION PROGRAM. L CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: O SLABS,WALLS,AND JOISTS: THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM NOT NO.14 AND NO.18 BARS 1 1/2" COMPLYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY PERMIT SET O NO.11 BARS AND SMALLER 3/4" WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE ,i ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF 20 RECORD THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT. :E w DATE PROJECT MANAGER 4.1 .17 JS fu PROJECT NUMBER SHEET NUMBER 17076 w 0 a seg SCALE SE- 1 . O wi AS NOTED G1N� �� 94:, �_(._: PARTIAL la,vz FOUNDATION PLAN KEYNOTES: re) moi , —�`.,"-s' _ , 1. HSS 4x4x3/B GUIDE POST. fir OOREGON .' 2. SUMP,COORDINATE LOCATION WITH ELEVATOR -14 ,if TURNaPJG ] Li \.7. SUPPLIER. LI 3. EXISTING TS COLUMN. • EXP: 6/30/18 A-\ 4. EXISTING FOOTING, FIELD VERIFY SIZE AND DEPTH. ? .. , , - fl 5. LINE OF APPROXIMATE EXTENT OF SLAB SAW T.M. RIPPEY I CUT FOR NEW ELEVATOR PIT. CONSULTING ENGINEERS 9 7650 SW Beveland,Suite 100 Tigard,Oregon 97223 Phone:(503)443-3900 Fax:(503)443-3700 I 0 � ""'I I I I O 4 LI Alk I 0 I 37.7.7 TM I I 0 O ki Y 4 l. I9 ',1 0 1 I ❑ MSA „ :li4 I Ankrom Moisan L 1 38 NW Davis SUITE 300 PORTLAND,OR 97209 T 503-245-7100 1505 5th AVE,SUITE 300 SEATTLE,WA 98101 T 206-576-1600 0 ,.. El I 1 II IFI I --- Ii_ - - II _ .{ - ®ANICROM MOISAN ARCHITECTS,INC. 0 0 _____, 4 V NORTH 1 11.N 1 PARTIAL FOUNDATION PLAN 01' 2' 4' SE-3.1 SCALE: 1/4= 1'-0” CO ce CC PARTIAL SECOND FLOOR 0 0� FRAMING PLAN KEYNOTES: r _Z Q 0 ce 1. REMOVE 1 REPLACE EXISTING FLOORter.! in SHEATHING WITH 3/a"TSG PLYWOOD GLUED w I— _[i AND NAILED WITH 8d©6"0/C AT SUPPORTED D __ __ L3 — —,- EDGES, 1'-0"0/C FIELD. PROVIDE NEW m (!') ———— CONCRETE TOPPING TO MATCH EXISTING. 2. REMOVE AND REPLACE EXISTING OPEN WEB L9 I JOISTS WITH 14"TJU230 @ 1'-0"0/C WITH W Z SIMPSON'IUS12.37/14'HANGERS. 0 W I JJ 3. GL 5Y x 15 WITH SIMPSON'HHUS5.50110' Z — 0 HANGER EACH END. U m 8 4. GL 5 Y2 x27 WITH SIMPSON'HGU5.62-SDS' ' LJ HANGER AT 2'-6"DEEP GL AND SIMPSON L N 'HGLT6'HANGER ATV-9"DEEP GL. W Z n ce (E)GL 5 Ys x 28 _ 5. EXISTING OPEN WEB JOISTS @ 1'-4"0/C TO Z L 0 0 ❑ ic„, —, -- ---- REMAIN. C/'! O Lu A ® A 0 m m � W 0 0 ® I O -- --- _1 Z - le •o ri fawn _ o CI U O Q 0 REVISION DATE REASON FOR ISSUE n t r ill L,--i- d _ H ,,, 0, 12 .4- iz 4 PARTIAL FOUND. ‘,2 0 0 ______,0 ..._ .. 1 AND FRAMING m PLANS 0.1 2. -0 NORTH u0 V 12- PARTIAL SECOND FLOOR FRAMING PLAN 2' 4' PERMIT SET \S..E-3.1/ SCALE: 114= 1'-0" i DATE PROJECT MANAGER i 4.1 .17 JS cu PROJECT NUMBER SHEET NUMBER 0 17076 cu SCALE SE-3. 1 AS NOTED 17.: �NE '"�O�i 0 PARTIAL ROOF ls,7za FRAMING PLAN KEYNOTES: O+o 1 . d aREGON 1. HSS 4x4x346 ELEVATOR GUIDE RAIL SUPPORT. 9q Gil. 20, 19�� G� _ 2. ::z::F3. EXP: 6/30/18 / Jo0 / o �, I 1M K Q\P' �, W I T.M. RIPPEY J' C a- CONSULTING ENGINEERS a 0 if o I- 7650 SW Beveland,Suite 100 v `c .P I I -t Tigard,Oregon 97223 g / 03 \ [ i Phone:(503)443-3900 0 J l I 0 Fax:(503)443-3700 0 co 0 II .? / 1-F-2 UT I I 2 le r 471. 0 0 1 Ar �~ 0A 4 © NOE TM :§ , ' it, .9 k.1. G 9 " E 1 ; ._ 0,g x � 1 L - r� r � Arron O San L J L_1 C9 1 ,.... ___J L____ 38 NW Davis SUITE 300 PORTLAND,OR 97209 T 503-245-7100 1505 5th AVE,SUITE 300 SEATTLE,WA 98101 T 206-576-1600 –1-1 ©ANKROM MOISAN ARCHITECTS, INC. 0 0 4 NORTH 115 1 PARTIAL ROOF FRAMING PLAN ° '' 2' 4' SE-32 SCALE:1/4= 1'-0" 11m ce C]_ L o0 ZQ 0 cc —I w H D CO 1 I2 C.7 w z H 0 Z J w 0 LU D Ca L.) , [.7 [I) w M 0_ V) D ( i D Ui Zt` ce WO O Z QZ Q D ti) w mco Lc1,1 LI z - tz J � z 0 1-^ Z 2 0 � 0 Ln I- J 00 m a- REVISION DATE REASON FOR ISSUE ci w 1= m L. PARTIAL ROOF F, Zu FRAMING PLAN m Td m a PERMIT SET .0 h DATE PROJECT MANAGER i . 4.1 .17 JS PROJECT NUMBER SHEET NUMBER a 17076 SCALE SE-3 .2 a AS NOTED HSS 4x4x3/6 RAIL 4'-0"f/- GUIDE POST ��Gl NE ,� ..'r SEE ARCH DWGS. / CONCRETE SLAB WITH PL.Y2 x4x0'-8"W/(2)Y2"f x2 3/a" j j #4 @ 2'-0"0/C EACH WAY. h' DOWEL 4 Y"MIN. INTO EXIST. 18,720 ! 1'` ;- L 6x4x5/16 x WIDTH OF ELEVATOR #4 AT 2'-0"ON CENTER EMBED.SCREW ANCHORS I I x CONC W/EPDXY ADHESIVE „Q,,,Q, i' (E)TS COLUMN DOOR OPENING,WITH 3/8" EACH WAY, MATCH I I ti �T7 i EXISTING SLAB THICKNESS NON-SHRINK GROUT I I 3116 �G OREGON I DIAMETER x3"HEADED ANCHOR 3, . STUDS AT 2'-0"ON CENTER ANDIL 9,q l� 20 ��� G� ��K I 6"FROM ENDS. —JI N,1• . " '. 4 ' g d 4 11` d d / vari,/„:1, 7 <'°HOp�/ .a, z . I a d a . a •77 uRNia' d l 1 I a J J I n. I EXP: 6/3 /18 d:. d 1 - ..;77-7/-/'- -'- - - • :.- -- a 4. 4 #5 AT 1'-2"ON CENTER a d ' dd . �� t a' EACH WAY,TYPICAL UNLESS a L., NOTED OTHERWISE. VERT.BARS Er• • (E)5"CONC. SLAB Ti,,A\\v//pT,,, ` • • d d Q ��i W • / ' d, d d- HAVE HOOK INTO FOOTING - d "A��/ „ d d4 " T.M. RIPPEY -r ujELEVATOR PLT4 4SLOPE AS STEEP � � CONSUI.'TIIVG ENGINEERS (E}FTG, FEILD VERIFY a PER 3ISE-4.1COORDINATE FINAL SIZE . '' ON7650 ULSW BevG EN Suite 100 S1ZE AND DEPTH. • AND LOCATION OF SUMP 4 AS POSSIBLE d • ' . PIT WITH ELEVATOR SUPPLIER. d W on 97223 Phone ( � 900 PROVIDE TEMP.SHORING d d :ad SUPPLIER TO PROVIDE PIT 'a Q Fax:(503)443-3700 AS REQ D d COVER MEETING REQUIREMENTS 11-6" d z •d OF APPLICABLE ELEVATOR CODE. / / - d. re 4d S. d .d- •• Ua4 ay. J ° d CONTINUOUS d c . d d Q a 4 , a E 4 - _ 4 WATER STOP, d • Q d d 4.d a � u #J 1-2 OIC d d e o d / 6" / 1'2"DIC ` < . :it, t,... " #5 @ 1'-2"OIC 4 U EACH WAY -' 4A - " EACH WAY EACH WAY d 44 C} 1 d' d d4. 4. 4 �. . - -� 38 NW Davis SUITE 300 6• 6" PORTLAND,OR 97209 / / T 503-245-7100 (3)#5 x U EACH WAY 1505 5th AVE,SUITE 300 SEATTLE,WA 98101 1 FOUNDATION SECTION 2 SUMP PIT SECTION 3 ELEVATOR PIT SECTION T 206-576-1600 SE-4.1 17076-01 SCALE:3/4"=1'-0" SE-4.1 17076-02 SCALE:3/4"=1'-0" SE-4.1 17076-03 SCALE:3/4"= 1'-0" 0 ANKROM MOISAN ARCHITECTS,INC. 3116 / • 12" / 1 ', _/-0,- h- © O PL.Y4x5x0'-10"W/ PL.Y2 x4x0'-8"W/(2)Y2"0 (2)3/4"0 THRU BOLTS x4"EMBED.LAG BOLTS ©6"0/C CONN. AT PURLIN 1 Y2"LIGHT WEIGHT FLOOR SHTG HSS 4x4x3/6 RAIL CONC.TO MATCH PER PLAN GUIDE POST PER Ln PLAN HSS 4x4x3/16 TO SPAN W 8x10 HOIST EXISTING BETWEEN PURLINS 3/16 SAFETY BEAM TIFLOOR . 4 11mt:....:.' , TYP. T/ROOF I r 11 o�S .� nii 3/16 , 1- -', . rr-./11 Al --, .-'7 7 ''-7-I—T __1z ii -7—T--�I /-7---7--77-J-4; v YY r ii 111:. 1\ '! .. CL `� • H (E)GL 6 3/a x19 Y2 0 VT I T JIll a. . RAIL "I Vii_,_ Lu D D N `� --- --- __________4__4 , _ _ • 1Eill `__ W I ` CL FLOOR JOISTS ,, aill a {E}4x PURLIN Ice 0 PER PLAN (2)L 4x4xY4 x0`-4"WI W 8x10 HOIST LU Z HSS 4x4x3/6 RAIL 1. (2)L 2Y2x2Y �x0'-6", 3/4"0 A307 THRU BOLTS 2 GUIDE POST PER ` II11.1.:\_ (1)EACH SIDE SAFETY BEAM F""" Q PLAN ATHSS „' ' UELEVATOR RAIL .4 (3)SIDES, [] • BRACKET AND 3/16 / TYP. LLI < ATTACHMENT • < (3)SIDES 1 1 m CL PER SUPPLIER 3/6 1 C 3/16 V (2)L 3Y2x3Y2xY4x0'-6", L (1)EACH SIDE W/ a. COORD.ELEV. 1101 SECTION 3/4"O (n W M aAlp OF RAIL �iiiA (4) THRU BOLTS I) = N D BRACKET WI all HSS 4x4 RAIL GUARD W Z i` fY SUPPLIER POST PER PLAN --..- 0 Z QZ � v) t„) 0 Q D D 17 w 4 FLOOR SECTION AT ELEVATOR 5 ROOF SECTION AT ELEVATORm o w SE4.1 17076-04 SCALE: 1 = 1'-0" SE-4.1 17076-05 SCALE: 1"= 1'-0" J z Q fY in O z = Ln vF- 0 cv) oa m REVISION DATE REASON FOR ISSUE C. com o 41. FRAMING re 0 DETAILS cu -J PERMIT SET L m DATE 4.1 .1 7 PROJECT MANAGER JS PROJECT NUMBER SHEET NUMBER 0.1 17076 a. SCALE ' SE-4. 1 - ,,,..,, AS NOTED