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Plans BU P2017 - 00195 OFFICE COPY • CTTY OF TIGARD REVIEWED FOR CODE COMPLIANCE 441"* Approved: f OTC; I I .-\ SF c9 \ -\t3c. . t . A Permit#: £3 u P 17- 40) 9.� N Address FARMER S FARMERS INSURANCE suite. By: - 1 Date! q - I _ Q INSURANCE Project FARMERS HILLSBORO OFFICE RELOCATION Prepared For FARMERS INSURANCE 6600 SW HAMPTON TIGARD, OR ST . Contract No: 16.24753.00 TIGARD , OR 97223 _i_ ii0 Hellmuth. Obata + Kassabaum, Inc. 9530 Jefferson Boulevard Culver City, CA 90232 USA t +1 310 838 9555 f +1 310 838 9586 TENANT All reproduction 8 intellectual property rights reserved 2015 In Association with SYSKA HENNESY GROUP MEP 330 N. WABASH AVE. SUTE 1505 ISSUE FOR SUPPLEMENTAL PERMIT FOR PARTITION DOOR CHICAGO, IL 60611 TEL: 312.588.3560 WWW.SYSKA.COM 2017-09-05 RECEIVED SEP 07 2017 CITY OF TIGARD BUILDING DIVISION — Key Plan Site Location Project Team Sheet Index i M a c D E #I'l i a m CLIENT: FARMERS INSURANCE CONTACT: WILLIAM K PARRISH A002 COVER SHEET - PARTITION DOOR STRUCTURAL FRAMING PACKAGE SNE3eve€angst ta;' j A Southwood Dr ' OAi GROUP OPERATIONS AND TELEPHONE: 818-879-3549 A201-B CONSTRUCTION PLAN 1 N - - PROJECT TECHNOLOGY EMAIL: WILLIAM.PARRISHS@ZURICH A404 ENLARGED FLOOR PLANS AND ELEVATIONS ` SITE 6301 OWENSMOUTH AVE. SERVICES.COM S001 STRUCTURAL FRAMING PLAN AND NOTES ._!--Lc S101 STRUCTURAL DETAILS 0' SW Nampto;SrOWNER REPRESENTATIVE: CUSHMAN & WAKEFIELD CONTACT: TERI PARIS Professional Seals 2211 MICHELSON DR. SUITE 500 TELEPHONE: 303-209-3672 i — 6aoo west pion Street IRVINE, CA, 92612 EMAIL: TERI.PARIS@CUSHWAKE.COM ?c Yak ' LA (4 04.M'v Portland Oregon Temple° Southwood ' \ City Park INTERIOR HOK CONTACT: ROBERTO PAZ ; 4 ARCHITECT: 9530 JEFFERSON BLVD TELEPHONE: 424-298-4503 °j`' ' ® `' CULVER CITY, CA 90232 EMAIL: ROBERTO.PAZ@HOK.COM — J E-': No. Description Date (3 ° SITE ADDRESS: .i - WESTLAKE 6600 SW HAMPTON ST. MECHANICAL (HVAC) SYSKA HENNESSEY GROUP CONTACT: CONTACT NAME ELECTRICAL AND TELEPHONE: PHONE NUMBER "`D r TIGARD, OR 97223 PLUMBING ENGINEERS EMAIL: EMAIL Project Information STRUCTURAL ENGINEER N/A CONTACT: CONTACT NAME TELEPHONE: PHONE NUMBER EMAIL: EMAIL CONSTRUCTION TYPE: TYPE VB, WITH EXISTING APPROVED AUTOMATIC SPRINKLER SYSTEM NUMBER OF FLOORS: 1+ MEZZANINE GENERAL CONTRACTOR UNKNOWN AT THIS TIME CONTACT: CONTACT NAME OCCUPANCY: B TELEPHONE: PHONE NUMBER SCOPE OF WORK: TENANT IMPROVEMENT EMAIL: EMAIL LEVEL 1: B OCCUPANCY - 31 ,650 S.F. BASEMENT: B OCCUPANCY - 3,934 S.F. MEZZANINE: B OCCUPANCY - 3,570 S.F. SQ. FT. 39,154 S.F (NET OCCUPIED EFFECTIVE CODES: 2014 OSSC WITH OREGON AMENDMENTS 2014 OREN MECHANICAL SPECIALTY CODE 2014 OREGON ENERGY EFFICIENT SPECIATY CODE 2014 OREGON STRUCTURAL SPECIALTY CODE 2014 OREGON PLUMBING SPECIALTY CODE 2014 OREGON ELECTRICAL SPECIALTY CODE 2014 OREGON ELEVATOR SPECIALTY CODE NOTES: THERE IS NO EXTERIOR SIGNAGE IN THIS TENANT IMPROVEMENT PROJECT. Date of First Issue: Project No: 16.24753.00 Sheet Title SCOPE OF WORK: TENANT IMPROVEMENT, ALL INTERIOR WORK NEW WALLS, NEW FINISHES COVER SHEET - SOME MINIMAL EXTERIOR WORK (DEFERED TO A SEPERATE PERMIT) PARTITION DOOR STRUCTURAL FRAMING PACKAGE OOriginal drawing is 42 x 30. ❑o not scale contents of this drawing. N Sheet Number Lc) a w 0 A002 N- 0 (Ni 4111. Ak .N :N FARMERS INSURANCE Project FARMERS HILLSBORO OFFICE RELOCATION SO 111 Go D CO B l A Prepared For H DDLE FARMERS INSURANCE 107 A i TIGARD, OR A ' 9'-117/8" 1$'-6" 18' 10 718" 16 '( '� '( Contract No: 16.24753.00 ' ( 1c 8-1. OE3A , OE3A I ' 1106 UP ) 16 MOTHERS UNISEX I m -� ROOM RESTROOM1.°" FEC-1 10 0 10 1 Q 115 116 / TYP \mm IIPA971 M ALIGN FEC-1 0 FEC-1 ® • I U' OPPOSITE OE3A 5'_10112" FEC milt MATCHLINE SEE: 1� A201-A - - - - r - - - - - 0C3 A ® MATCHLINE SE : 1.L PC .-A + Pi T • OE3A „..., co �_p ° -o v �, < A601 o STORAGE I [i2 0� A601 -5 r Eo L\�r�cQ*f o z 123 -Q a) I - 1'-4^ 0 4 - �' J 0C3-A JAN. CLOSET 4 T B. �� ^ �- EX. ELEC. RM. Hellmuth, Obata + Kassabaum, Inc. 114 \ WOMEN'S RR A403 3 _ ti I 122 9530 Jefferson Boulevard MDF �` 117 OE3A , I ! Culver City, CA 90232 USA 113 V V -V a iQki A403 - `° I t +1 310 838 9555 f +1 310 838 9586 Y Ellj a I� g�AA Q 114 HUDDLE &,, OPEN OFFICE o " ,n _ All reproduction& intellectual property rights reserved O _` _4 1---_._, ,, v,,,,,,_ 1 \ I OPEN OFFICE 124 112 2015 OC P( 915 0 120 119 ( 112q.} m In Association with a 1 / 6'3 5!8" �Qi- p \ SYSKA HENNESY GROUP -14_ 2 �\ I MEP ELEC 1 - ) (� _ _ _. 119 IIII 0E3A o I330 N.CHICAGO,EASH IL 6061 1 E. SUTE 1505 -MEN'S R :403 -1 - Y , 7 I A 7 118 L - 3. is) OFFICE e TEL: 312.588.3560 z - 117 z 125 0 3 WWW-SYSKA.COM A\ LII �10> Q.� Q ¢ �Q 146 � ". ? -w I j- OE3A TYP ALIGN c o ( 118 ) I HALLWAY Jo3A \ I , , 146 1 [FEC-1; ' \ 0 FC-1 FEC 1 A601 ALIGN 7 OE3A 1I I Aek r u Lu� �r r r r r■ M 20' 4 718" 10' 4 718" OA3ti1' 0" 5' 9118" 6' 0" OA3A ALIGN 0A3A Location o111 111111111111111111111 6 11111 11r� oA3A ¢ / 79. T -'r �-_ a - � � � ---- - 71 - ra 0A4 co _ [ u V u ^ , t I I e9" r`l /2-� 1� 0 a 8 OFFICEU �?i �Q , �, �, 4 n `„.��, v ..... - 140 I I _ �� IIIA ( 136A)Y 3 o MEN'S R R 1_:; I I I �. 16 -IALLW Y 130 /� A - Key Plan folding .. - I A601 o CONF. - I 2'- ," - 4"X 4" TEEL - A962 ' I - 139 I WOMEN'S RR : 402�h 7 < A402 J��. I TUBE PER ¢ I - 133 OV3 cp o ` 4 STRUCTURAL co_ MULTI- Q CR ti ,� CR' 1 I - DRAWINGS TYP I "' Q I -I-r5��� 2 ciadoor and PURPOSE ig o 1 a�3 m� c)- 0001 I - ova A4o2 ._ 15 141A ¢ ; cr - I TRAINING TRAINING ,� Q ,, OA3AWFA O0�CER® WOMEN' 0 a� �1 °j�3 MEN'S r �•- Q 144 - 3 I' OA3A 138 y 4 SHOWE Q SHOWER ---- S LOCKER Oq structural workI I �- 145 =OC3-A nn� OA 3A I , < CR 134 - OA3AV3 135 I 131 ¢ 17:13- r i 132 c"o LCL JL o c7 o' l , U OA3A O \ lIC -_ I ��, ` j. I A601 d o 11 I I I I l _ I II M I I I I I I I I 1 I \ ICR 01PTOl� 143- \ 020A - d^ LARG „ - „ - ORAG _ o CONF. 5' 24-5 8-4 24-71/4' 67 o _- I 9 I 2 143B MAIL 138 10 A404 - _ Q [-OA3A GYM - - \ ROOM o o- Q I ® Professional Seals minsCSC 142 �,i� • MICR 136 - A601 _ 10_ � 10 10 518" / Tr 11'-1051$" = 00N1\-(7.>a Q ./ TYP 4LSTULE < F `LTIBULE . 9- t I E 143A 209 0 o \ 023 ` - 0F2I L . I ( 4.1 144C 4 1 v A I - 4 4 4 I 4 I -ii -Milll _air---, I ' ' 110111 \ ® / \ i rii - CRC OF 1. = ..____ MULLION I / - TYP - L J , E. , - - No. Description Date - - .m 1 90%REVIEW June 27 2017 - O - 2 Issue for Bid&Permit July 07,2017 A02 26.2017 - O - 4 Issue For Construction Selp 01,2017 mpg - iris FLOOR PLAN - LEVEL 1 - AREA B 11111111111111111111111111 111111111111111111111111111111111111� 0118" = 1'-0" I REFERENCED CONSTRUCTION PLAN NOTES GENERAL MILLWORK 1 CASEWORK NOTES GENERAL CONSTRUCTION NOTES CONSTRUCTION PLAN LEGEND 4. WALLS TO BE DEMO, REMOVE AND CAP TO ITS SOURCE ALL PLUMBING, ELECTRICAL MECHANICAL A\ REFER TO NOTES ON SHEET A031 FOR ADDITIONAL CONSTRUCTION GENERAL NOTES. NEW PARTITION LINES. (TYP.)PREPARE FLOOR, CEILING AND ADJACENT AREA TO RECEIVE NEW FINISHES 1, REFER TO NOTE SHEETS A032&A033 FOR ADDITIONAL CONSTRUCTION GENERAL NOTES. 2. REFER TO GENERAL ACCESSIBILITY NOTES&DIAGRAM SHEETS FOR ACCESSIBLE INSTALLATION GUIDELINES. © GC TO PROVIDE NEW GYP BOARD TO ALL PERIMETER WALLS KO FURROUT DETAIL SEE DETAIL K/A910 2. REFER TO GENERAL ACCESSIBILITY NOTES&DIAGRAM SHEETS FOR ACCESSIBLE GUIDELINES. (E)ROOM OR ZONE TO REMAIN, NOT INCLUDED IN THIS SCOPE OF WORK © NOT USED. 3. ALL PARTITIONS TO BE TYPE VB. UON. REFER TO PARTITION TYPE SHEET FOR PARTITION DETAILS AND GENERAL 3. ALL VENEERED OR LACQUERED MILLWORK SHALL BE FABRICATED TO"AWI" PREMIUM GRADE STANDARDS. NOTES. .iii (E)PARTITION OR CONSTRUCTION TO REMAIN 4 PROVIDE SURFACE MOUNTED MANUAL ROLLUP WINDOW SHADES. POLARTECH ESSENTIAL 3%WHITE/GREY (REFER TO MILLWORK NOTES SHEET A031).ALL EXPOSED SURFACES INCLUDING DOORS,TOPS AND BASE SUNSHADOW SHADE CLOTH SHALL 4. VERIFY PARTITION LAYOUT WITH HOK PRIOR TO PROCEEDING WITH INSTALLATION OF METAL STUDS. ik ® PROVIDE SURFACE MOUNTED MANUAL ROLLUP WINDOW SHADES. POLARTECH 1% CHARCOALIGREY BE VENEERED. CASEWORK SHALL BE FULLY VENEERED, UON REFER TO SHEET A910 FOR PARTITION TYPES. 5. REPAIR ALL EXISTING TO REMAIN PARTITIONS. DOORS, FRAMES, ETC. RECEIVING A NEW FINISH. SUNSHADOW SHADE CLOTH 4. ALL LAMINATE MILLWORK SHALL BE FABRICATED TO"AWI"CUSTOM GRADE STANDARDS. (REFER TO MILLWORK 0A3A © FULL HEIGHT GLASS WALL FRAMED, PROVIDE STRUCTURAL SUPPORT NOTES-SHEET A031).ALL EXPOSED SURFACES COLOR FINISHES PER CABINETRY FINISH LEGEND. NEW GYP BD PARTITION, SLAB TO STRUCTURE ABOV 6 PREPARE EXISTING STEEL COLUMNS TO RECEIVE NEW FINISH. 6. ALL DIMENSIONS MARKED"CLEAR" OR"CLR"SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL 0E3A NEW GYP BD PARTITION, SLAB TO 12'-0"UNDERSIDE OF -.4. BOT vii . 5. MILLWORK SUB-CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FINISHES AND SHALL NOT VARY MORE THAN+1-118"WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. I OF ROOF JOISTS OF MILLWORK. GC TO CONFIRM FINISHES ON SHOP DRAWINGS FOR HOK'S APPROVAL PRIOR TO FABRICATION. OC3A Q NOT USED SUBMIT(4) 12"X12" SAMPLES OF EACH FINISH FOR APPROVAL. 7. REF. PARTITION DETAIL SHEET FOR TYPICAL CORNER, JOINT, &CONNECTION CONDITIONS. NEW GYP BD PARTITION FROM FLOOR TO UNDERSIDE OF FIN. CEILING <i_> CHAIN LINK PARTITION 7'-0" HEIGHT WITH PIPE SUPPORT 4'-0"O.0 6. GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE AS REQUIRED BY THE 8. VERIFY ALIGNMENTS IN FIELD. IF MISALIGNMENT SHOULD OCCUR,VERIFY OPTION OF FURRING OF EXISTING OV3A NEW GYP BD PARTITION FROM FLOOR TO 6"ABOVE FIN. CEILING 9 FLOAT FLOOR TO COVER EXISTING FLOOR STEEL STRAP TO RECEIVE NEW FINISH FLOOR. TYP. SPECIFICATIONS OR INTENT OF THE DESIGN. PROVIDE HOK WITH SUBMITTALS OF MILLWORK HARDWARE FOR ELEMENTS TO PROVIDE REQUIRED ALIGNMENT. APPROVAL PRIOR TO INSTALLATION. KO NEW GYP BD FURRING FROM SLAB TO STRUCTURE ABOVE BOTTOM OF JOISTS TYP. 10> EXISTING CONCRETE COLUMNS TO BE CLEAN,AND SEALED 9. ANY DAMAGE TO ANY EXISTING FIRE PROOFING SHOULD BE REPAIRED WITH COMPARABLE MATERIAL HAVING THE 7. CABINET HARDWARE: (REFER TO MILLWORK NOTES SHEET A031) SAME FIRE RESISTIVE RATING REQUIRED BY CODE. SEE DETAIL KIA910 Date of First Issue PROVIDE STUD METAL BRACKET SUPPORT FOR TV MOUNTED(TYP) A. ALL HINGES SHALL SHALL BE FULLY CONCEALED EURO STYLE 170 DEGREES. RAFFLE, BLUM OR EQUAL 4 OA' NEW GYP BD PARTITION, SLAB TO STRUCTURAL DECK,4"STUDS. � Project ® CLEAN AND SEAL EXPOSED CONCRETE AREA 10. ALL WOOD TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH APPLICABLE BUILDING CODE. /3\ No: 16.24753.00 ® AREA NEEDS TO BE FURED OUT AND FINISHED B. ALL DRAWER GLIDES SHALL BE FULL EXTENSION EXTRA HEAVY DUTY;ACCURIDE Sheet Title GLIDES TO BE BLACK AT BLACK CASEWORK; SILVER OR WHITE AT WHITE CASEWORK 11, CONTRACTOR TO THE CODITION OF MANUFACTURING OF FY UI DERCU TING DOORS•LEVEL OR LOAHE EXISTINGOT" FLOORS WHEREAND MAKECESSARY REQUIRED R FORPROVISIONS FINISHOAND .\\�\ NEW CASEWORK/MILLWORK, COORDINATE WITH POWER&DATA PLAN �-+ 14 ADD NEW GUARDRAIL POST AND BASE PLATE TO MATCH EXISTING ADJACENT POSTS-SEE DETAIL C. ALL PULLS SHALL BE DOUG MACKETT DPI-26D. SATIN CHROME. APPEARANCE;WHERE FURNITURE/MILLED UNITS AND ARCHITECTURAL ELEMENT ALIGNMENTS ARE CRITICAL. CONSTRUCTION P LAN 18/A971 TOLERANCE SHALL BE NO MORE THAN 1/4" IN 10 FEET. II ll - NEW GLAZED OPENING WITH ALUMINUM FRAME AS INDICATED MODERNFOLD ACOUSTI-SEAL PARTITION PAIRED PANELS PARTITION SYTEM MODEL 932FS D. ALL GROMMETS SHALL BE DOUG MOCKET 2" DIA. BLACK GROMMETS AT WOOD VENEER OR COLORED - LEVEL AREA B ® FINISH SELECTIONS(FROM MANUFACTURER SPECS) LAMINATE; 12. WHERE OUTLETS/DEVICES ARE INSTALLED DIRECTLY INTO RATED BUILDING CORE WALLS, SEAL/INSULATE PER TRIM COLOR: SMOKE GREY WHITE AT WHITE LAMINATE. ALL GROMMETS TO BE FIELD CUT AND VERIFIED BY ARCHITECT BEFORE CODES TO MAINTAIN RATING INTEGRITY REF.TO POWER/DATA/COMMUNICATION PLANS FOR LOCATIONS AND C NEW FRAMELESS GLAZED OPENING AS INDICATED Q HINGE COLOR: SMOKE GREY INSTALLATION. PARTITION PENETRATION DETAIL SHEET. co PANEL FINISH: DRY ERASE WHITE BOARD c.; 13. CONTRACTOR TO PROVIDE 1/4"COPPER LINE AT SINK LOCATIONS FOR NEW COFFEE MAKERS AND NEW Original drawingis 42 x 30 Do not scale contents of this drawing. REFRIGERATORS. INSTALLED BELOW COUNTERTOP. 1-1-01 SCHEDULE g LOT 16 NEW GUARDRAIL-USE EXISTING STEEL POSTS AND BASE PLATES-SEE DETAIL 18/A971 FIRE EXTINGUISHER CABINET BUILDING STANDARD MINIMUM: Sheet Number 0 14. INSTALL CODE COMPLIANT FIRE DAMPERS IN ALL DUCTS PENETRATING RATED WALLS AND/OR CEILINGS. Q co FEC UON, (N)STEEL, SOLID FLUSH PANEL, FULLY RECESSED; BLACK DECAL; A201 . B N- 15. PROVIDE FLOOR LEVELING COMPOUND AS REQUIRED TO PROVIDE LEVEL FLOOR AT FURNITURE PANEL ATTACHMENT _ I I I I-- ABC MULTI-PURPOSE DRY CHEMICAL EXTINGUISHER#3010, 10LB, UL RATED oN POINTS 4a-80bc 4'-10" 6'-3" / / / i, J e;r0% r _ _:„,_ _ _Iii_ _ -... 17-- - -I' I II I / 10 EQ. PANELS / 5" 111 I . FARMERS I 111 ISim -L _ _ Jll- - - - - - 2'-4" / A9s2 P 2' 4" / Lo INSURANCE I I 2 1 _ \ \ ..--).-.„ /� - n 11.1. 1 T al,r'- \ \ N. / \ / \ / \ / \ / N. 4 N i / PL / \ / \ / \ \ 1 � `" � N. � Project k 1 I--I-B s 4 NI I II \ � � � \ � � C \ X \ / x x \ / / � �- z • \ .� \ FARMERS HILLSBORO _ 4 / / \ / \ / OFFICE RELOCATION \ / \ / \ / \ / 4 I 3 — PL \/ \ v u - - Prepared For I w ' ' PL TL SS 1 0 ' FARMERS INSURANCE - 4A N 3 4 TIGARD, OR N. • _ _Q I� \ 1 -. \ a — — — ` ` <• '' — — I - - Contract No: 16.24753.00- 3 LI \- - - - - � � 1 1 1 I PL / \ � 3 3 3 I 11 I 1 I I I ICS © >< \ / I I I 1 "' 1 { ' \ / I - - I I_ - I I - - I I- -I II 3 , 1 I , _ 0 L H - 4 Sim " F = _ - 7 3 Sim Sim / 5'-10118" 01' + q I I 1 7 2 A404 5 A96� `g961 I A� 961�I VERIFY W/EQUIP. I 1 5 / 2' 7318" / 3'-07x8" / 3'-0" / 5'-111/2" / 2'-6112" / I I 10 3 HOLD _ I 11 I 7 A404 -- I, 1 I --2) LOUNGE 103 WEST (\ LOUNGE 103 SOUTH Hellmuth, Obata + Kassabaum, Inc. — 1_ — H 1/2"= 1'-0" 112"= 1'-0" 9530 Jefferson Boulevard c..:-1."/ Culver City, CA 90232 USA I LOUNGE t +1 310 838 9555 f +1 310 838 9586 103 I All reproduction&intellectual property rights reserved 2015 In Association with IC. SYSKA HENNESY GROUP NMEP r J -I 330 N. WABASH AVE. SUTE 1505 CHICAGO, IL 60611 TEL: 312.588.3560 I N, I 4 WWW.SYSKA.COM I I 4 / 5' 0" 3-o° J(/ �� \ i N. 6 < x PL I I I I_ A404 F--. N. / N. 7 I I 9 v — \ I I I I ` � Sim 4 Sim _ — — — — -=— \ Key Plan A961 1 A961 I 111 - - zo 1 1 11 I I 111 I — — • L _ _ _ JL _ _Q _ J � N. F31 i .< > - < > - < > ,, r b t 4 10 6 3 \ / / / �� 5'-11 114" 1' 2" 3' 0" 1'-1" 3' 0" —03 'I' ; z VERIFY W/EQUIP. 11'-3" 1 1/21' 1 112" J, Professional Seals CIENLARGED PLAN - LOUNGE 103 4 LOUNGE 103 NORTH ( LOUNGE 103 ISLAND EAST LOUNGE 103 ISLAND NORTH 112"= 1' 0" 1/2"= 1'-0" 1/2" = 1'-0" 112"= 1'-0" i j —IIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111111111111IIIIIIIIIIIIIIII1111IIIIIIII111I1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111E No. Description Date SS � 1 1 90%REVIEW June 27 2017 2 Issue for Bid&Permit July 07,2017 4 Issue For Construction Sep 01,2017 . nem / / / i. MILLWORK DOORS- 9'-0"HIGH, �— j WITH CATCH LATCH AT i 172 Lr. BOTTOM4"GAP BETWEEN '�� I 0 CLOSED DOORS FOR OPEN IMIMIN Il MOVABLE PARTITION lEil 1 1 0A4 I MODERNFOLD PARTITION DOOR N M (9'-0"HIGH)-SEE s ., 1 - r\ ie _ - - --w -11 CONSTRUCTION PLAN `„ 0. MM 16.6 . < ...... . . ,I . 1 1'0.----41„,,,N E 1 _, :..... _ ....., 2 _ CT) LOUNGE 103 ELEVATION .� [ - ] MODERNFOLD PARTITION a: 112" = 1'-0" .. o M [l ' ] y 2" STACKED POSITION �y O RM_ t+ rim_ EQUIPMENT LIST C I ] STUD FRAMING AND 4"BATT NM [ I + INSULATION II 1 C 1 ] I `� �_ 00 TURNSTYLES;ALVARADO SU500 I -• LATERAL BRACING PER STRUCTURAL - --- _\- • - DRAWINGS 1 REFRIGERATOR,GC FURNISHED/INSTALLED;FRIGIDAIRE FGRU19F6QF r. 2 FREEZER, GC FURNISHED/INSTALLED;FRIGIDAIRE FGFU19F6QF r. _ • . . — • - 6 3 DISHWASHER,GC FURNISHED/INSTALLED;GE##GLDT696DSS ism • • arc ec ii ra - 4.,., ;; ,, , . a _ y. ,w. i _ 4 MICROWAVE, GC FURNISHED/INSTALLED;FRIGIDAIRE FGM0205K-F WITH TRIM KIT I WIDE FLANGE STEEL PER 5 DISPOSAL,GC FURNISHED/INSTALLED; INSINKERATOR BADGER 5 CONTINOUS FEED EXISTING EXTERIOR 3' 0" 1' 9112" STRUCTURAL DRAWINGS i s re • CONCRETE WALL ;- 6 WATER FILTER,GC FURNISHEDIINSTALLED;(FILTERED WATER T0:SINK FAUCET, - COFFEE MAKER(S),REFRIGERATOR/ICE MAKER);SPEC m. 4"X 4"STEEL TUBE PER BLOCKING,RODS,AND PARTITION *^ STRUCTURAL DRAWINGS TRACK PER VENDOR .4 ■ • a 7 INSTA-HOT-COLD,WITH WATER FILTER,GC FURNISHED/INSTALLED; INSINKERATOR TYP I folaing a 8 COINVFFVE WAVE HC-WAVE-SS EE MAKER,OWNER FURNISHED/INSTALLED 5/8"M▪ EI MEM men GYP 9 ICE MAKER,SCOTSMAN PRODIGY PLUS C0530 _ Date of First Issue: MIM doorLOUNGE FAUCET,GC FURNISHED/INSTALLED;KOHLER K-596 Project ,^ CEILING PER PLAN 10No: 16.24753.00 i. 11 LOUNGE SINK,GC FURNISHED/INSTALLED; KOHLER CAPE CORY K-5864 ... Sheet Title MOVABLE PARTITION 12 AV SYSTEMS EQUIPMENT RACK(COORDINATE WITH AV DRAWINGS) AV FURNISHED/INSTALLED ENLARGED FLOOR 13 PRINTER,OWNER FURNISHED/INSTALLED PLANS & ELEVATIONS ^ _ 14 COPIER,OWNER FURNISHED/INSTALLED 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111 FE 15 FLAT SCREEN MONITOR(COORDINATE WITH AV DRAWINGS)AV FURNISHED/INSTALLED co el 66 Original drawing is 42 x 30, Do not scale contents of this drawing. to Sheet Number 0 o) FLOOR PLAN - LEVEL 1 - AREA B - Callout 1 MOVABLE PARTITION SECTION A404 N 112"= 1'-0" 112"= 1'-0" A I GENERAL STRUCTURAL NOTES SPECIAL INSPECTION PROGRAM GENERAL NOTES: DRAWING INDEX TABLE 1 1. ALL CONSTRUCTION AND DESIGN SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON. REQUIRED STRUCTURAL SPECIAL INSPECTIONS SO01 GENERAL STRUCTURAL NOTES AND PARTIAL FLOOR PLAN 2. THE STRUCTURAL DRAWINGS SHALL BE UTILIZED IN CONJUNCTION WITH OTHER DESIGN CONSULTANT'S INSPECTION I- -erkik- -I DRAWINGS (ARCHITECTURAL, MECHANICAL, ETC.). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SYSTEM or MATERIALFREQUENCY REMARKS S101 SECTIONS AND DETAILS COORDINATE THE REQUIREMENTS OF THE DRAWINGS INTO THEIR SHOP DRAWINGS AND IBC CODE CODE or STANDARD CONSTRUCTION. i REFERENCE REFERENCE Continuous Periodic 3. THE GENERAL STRUCTURAL NOTES ARE INTENDED FOR USE IN CONJUNCTION WITH THE PROJECT STEEL ARM E R S SPECIFICATIONS. IN THE EVENT OF A CONFLICT BETWEEN THE TWO, THE GENERAL STRUCTURAL NOTES SHALL SUPERSEDE THE PROJECT SPECIFICATIONS. ANY DISCREPANCY SHALL BE BROUGHT TO THE I FABRICATION OF STRUCTURAL ELEMENTS 1704.2 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS ATTENTION OF THE ARCHITECT AND ENGINEER. ASTM A6 L I rims U RA itC_E 4. CONSTRUCTION SEQUENCE AND METHODS: ASTM STANDARDS SPECIFIED IN A. THE STRUCTURAL DRAWINGS ARE INTENDED FOR THE STRUCTURE TO ACT AS A WHOLE ONCE MATERIAL VERIFICATION OF STRUCTURAL 1705.2 CONSTRUCTION X CERTIFIED MILL TEST REPORTS CONSTRUCTION IS COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SAFETY STEEL 2203.1 DOCUMENTS AND STABILITY(I.E. TEMPORARY BRACING IF REQUIRED) DURING CONSTRUCTION AS A RESULT OF CONSTRUCTION METHODS AND SEQUENCES. AISC 360 A3.1 Project AISC 360 M5.5 B. THE CONTRACTOR SHALL TAKE INTO ACCOUNT COLD WEATHER CONSTRUCTION AND THE EFFECTS ASTM STANDARDS OF THERMAL MOVEMENT DURING THE CONSTRUCTION SCHEDULE. SPECIFIED IN MATERIAL VERIFICATION OF HIGH STRENGTH 1705.2 CONSTRUCTION X MANUFACTURER'S CERTIFIED TEST REPORTS 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. THE ARCHITECT AND/OR ENGINEER BOLTS, NUTS, AND WASHERS DOCUMENTS SHALL BE NOTIFIED OF ANY DISCREPANCY BETWEEN THE EXISTING CONDITIONS AND CONSTRUCTION Prepared For DOCUMENTS. RCSC 2.1 MATERIAL VERIFICATION OF WELD FILLER AISC 360 A3.5 6. SUBMITTALS: METALS 1705.2 APPLICABLE AWS A5 X MANUFACTURER'S CERTIFIED TEST REPORTS TIGARD, OR DOCUMENTS A. SHOP DRAWINGS FOR ALL STRUCTURAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. SUCH ITEMS INCLUDE: STRUCTURAL STEEL VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS Contract No: SHOP DRAWINGS OR CONTRACTOR ENGINEERED DETAILS SHALL BEAR THE SEAL AND SIGNATURE VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON IF IT DIFFERS FROM THE COMPLETE AND PARTIAL JOINT PENETRATION 1705 2 AWS D1.1 X DESIGN OF THE STRUCTURAL DRAWINGS. ANY REVISION FROM THE STRUCTURAL DRAWINGS SHALL GROOVE WELDS SECTION 6 BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND IS SUBJECT TO THE REVIEW AND ACCEPTANCE ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 BY THE ENGINEER. SINGLE PASS FILLET WELDS LESS THAN OR TABLE AWS D1.1, SECTION 6 X EQUAL TO 5/16" 1705.2 y', 0 C. SEISMIC BRACING AND RESTRAINT TO THE STRUCTURE OF ANY MEP EQUIPMENT, MACHINERY, AND y, ASSOCIATED PIPING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONNECTIONS NOT IN WELDING STAIR AND RAILING SYSTEMS TABLE AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS DLI 6.9 + COMPLIANCE WITH SMACNA (SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL 1704.3 ASSOCIATION) OR THE MEP DESIGN DRAWINGS, SHALL BEAR THE SEAL OF REGISTERED ENGINEER - IN THE STATE OF OREGON AND SHALL BE SUBMITTED ALONG WITH CALCULATIONS TO THE RCSC SPECIFICATION ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. FOR STRUCTURAL SNUG-TIGHT HIGH STRENGTH BOLT TABLE JOINTS USING ASTM X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG 7. DESIGN CRITERIA: INSTALLATION 1705.2 A325 OR A490 BOLTS SECTION 9 Hellmuth, Obata + Kassabaum, Inc. A. CODE: 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON (2014 OSSC). 9530 Jefferson Boulevard AISC 360, SECTION M2.5I Culver City, CA 90232 USA B. LOADS AND DESIGN CRITERIA: THE FOLLOWING LIVE LOADS AND CRITERIA WERE USED IN ADDITION t +1 310 838 9555 f +1 310 838 9586 TO THE DEAD LOAD OF THE STRUCTURE. POST INSTALLED CONCRETE ANCHORS LIVE LOADS: SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, All reproduction&intellectual property rights reserved© ICC EVALUATION TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE 2015 GUARDRAILS 200-LB POINT LOAD OR 50 lb/ft UNIFORM LOAD INSPECTION OF ANCHORS INSTALLED IN 1909 1 REPORT x WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE HOLE In Association with ROOF 25 PSF SNOW LOAD HARDENED CONCRETE ACI 318: AND ANCHOR, ADHESIVE EXPIRATION DATE, SYSKA HENNESY GROUP 3.8.6, 8.1.3, 21.1.8 ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND MEP SOIL CRITERIA: (PER THE 2014 OSSC) I TIGHTENING TORQUE 330 N. WABASH AVE. SUTE 1505 CHICAGO, IL 60611 ALLOW. SOIL BEARING VALUES 1500 PSF (w/ 1/3 INCREASE FOR SHORT TERM LATERAL LOADS) TEL: 312.588.3560 WWW.SYSKA.COM LATERAL CRITERIA: SPECIAL INSPECTION FOOTNOTES ABHT WIND Vult= 120 MPH EXPOSURE B STRUCTURAL ENGINEERS SEISMIC le = 1.0 RISK CATEGORY 2T SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2012 "INTERNATIONAL BUILDING CODE"AND OREGON 1640 NW JOHNSON STREET Ss =0.949g S, = 0.340g AMENDMENTS. REFER TO THE TABLE 1 FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS. PORTLAND, OREGON 97209 SITE CLASS D TEL: 503.348.5658 Sds = 0.709g Sdt = 0.390g SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS WWW.ABHT-STRUCTURAL.COM SEISMIC DESIGN CATEGORY D OF ASTM E329 (MATERIALS), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL), AND ASTM E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL CONCRETE ITEMS BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. THE OWNER SHALL SECURE AND PAY FOR SERVICES OF THE INSPECTION AND TESTING AGENCY TO PERFORM ALL SPECIAL INSPECTIONS AND TESTS. 1. SCREW ANCHORS SHALL BE HILTI KH-EZ THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES STRUCTURAL STEEL: SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, NOTED IN THE INSPECTION REPORTS, AND IF NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND THE BUILDING OFFICIAL. Key Plan 1. STEEL DESIGN, FABRICATION, AND ERECTION SHALL CONFORM WITH "AISC SPECIFICATION FOR THE THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE "CODE OF CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT INDICATING THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED ,I- �.1 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 2. THE GRADE AND SPECIFICATION OF THE STEEL MEMBERS SHALL BE AS FOLLOWS: A WIDE FLANGE SHAPES ASTM A572 GRADE 50 OR ASTM A992 GRADE 50 PLATES AND ANGLES (U.N.0.) ASTM A36 HOLLOW STRUCTURAL SECTIONS (TUBES) ASTM A500 GRADE B (Fy=46 KSI) 3. BOLTS SHALL CONFORM TO ASTM SPECIFICATIONS FOR HIGH STRENGTH A325 AND A490 BOLTS. AREA OF - ilk�� y WORK 4. WELDING SHALL CONFORM TO THE AWS CODES FOR BUILDING CONSTRUCTION. WELDING SHALL BE v. PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS)AS REQUIRED IN AWS D1.1 AND APPROVED BY THE ENGINEER OF RECORD. THE WPS VARIABLES SHALL BE WITHIN THE � �'J c r tfk,i l Professional Seals PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. .4.‘1 PAO4tf 5. WELDS SHALL UTILIZE E70XX ELECTRODES AND SHALL BE A MINIMUM OF 3/16" IN SIZE UNLESS NOTED c� . OTHERWISE. i s 6. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. I _......IiiOREGO9N �4f / >! �g,1 G 'how J I`'q, \----_---". ..N"---.... ../ LrEXPuAES:/2/3//I 7} 1 - No. Description Date { 1I0 N__ i Q AT TJI I S101 JOISTS II2 5101 0 (E) 11"THICK CONCRETE y SHEARWALL Si5'p �,V 1 II l` N N AIM d i S101 } E w x w a CO H ll© ss S101 >?+ irti �`RW 14x l© R +��.. x30 S101 C!6 �_ , _ -.r4. . .-- _, -1 �I . ♦_ _-- - -. f P .' (E) 16"THICK �t> Date of CONCRETE TYP�. +�+fi Project First Issue: SHEARWALL u I No: Sheet Title 3'0" /VERIFY wl 'ERIFY" ARCH. 40'-0" 11, 40'-0" ØiQ 0 GI© Original drawing is 42 x 30. Do not scale contents of this drawing. Sheet Number N ( PARTIAL FLOOR PLAN (11) SOO 1 1 1/8" = 1'-0" I TOP OF HSS4x4 POST AND L6x4 3116 / C(3) SIDES 7 ___irirpoi_. 7 (4) No. 10 WOOD SCREWS @ 2" . 1/4" CAP PLATE x FLANGE GAGE EA. WAY wl 1 1/2" WIDTH —" PENETRATION INTO TOP � CHORD 112" W14x30 FA R Nl E R S -------11111.11W i* 7 113, . A .... I ___ CL TRUSS 31163 ! I I NLS U p p w f � E 4 � 3116 > 3 �t1 I��G N ir ry (E) 32" TJL TRUSSES @ 24" o.c. VERIFY 112"0 A307 THRU-BOLT Project INSTALLED FINGER TIGHT. CAP PL 1/2x5x0'-7 1/2" UPSET THREADS TYP. L6x4x5/16xLENGTH AS REQ'D. (LLV) EA. SIDE OF POST wl . ,u 9116"x2" LONG VERT. SLOTTED (E) 16" CONC. --N, I (3) HOLE. WALLI 3116 V \SIDES Prepared For N I I TIGARD, OR II 318"0 HILTI KH-EZ A.B.'s w12 1/2" NOMINAL CONC. EMBEDMENT AT 6" FROM Contract No: I POST ENDS AND 2'-0" o.c. MAX. HSS 4x4 POST TOP CONNECTION DO NOT DRILL THROUGH 4 i".1,_0,, EXISTING REINFORCING I STEEL I oI --i + , „„„„„,:, __ 1 112"0 ACCESS HOLE TYP. WF BAS REQ'D COPE Hellmuth, Obata + Kassabaum, Inc. . FLANGES 9530 Jefferson Boulevard 1 " Culver City, CA 90232 USA BASE PL 318x6x0'-10"wl(2) t +1 310 838 9555 f+1 310 838 9586 —�__� (3) 318"0 HILTI KH-EZ ANCHOR 1�7 SHEAR PL 318 x4 xL WI SIDES 3/16 BOLTS w12 112" NOMINAL All reproduction &intellectual property rights reserved Q 20'6 ; (3) 314" 0 A325 X BOLTS „.,,,., CONC. EMBED (7" GAGE) In Association with 5" CONC. SLAB ON GRADESYSKA HENNESY GROUP / (E) EP N fl � 330 N. WABASH AVE. SUTE 1505 CHICAGO, IL 60611 5/16 . TYP. X3•,p;•,yeir •,n,;:sm�yr.ew TEL: 312.588.3560 '4 's���t+s �� •rr,� sr y. WWW.SYSKA.COM MAX. 3/4" ABHT BEAM TO BEAM STRUCTURAL ENGINEERS 1640 NW JOHNSON STREET PORTLAND, OREGON 97209 TEL: 503.348.5658 WWW.ABHT-STRUCTURAL.COM 5 W14 TO W14 BEAM CONNECTION HSS4x4 POST CONN. AT (E) CONC. WALL 1"=1'-0" 1"=I-0"1"=1'-0" Key Plan W14 1 1I2" A 1/4" N 3/16 ,, 3/16 r _1.1%1 B R :a I AREA OF AlAz Igal WORK HSS4x4 SLOT 1/8" MAX. M, OVERSIZE FOR SHEAR Professional TAB INSTALLATION seals ..-'"- 3/8" SHEAR 318" SHEAR TAB wI (3) 314"0 A325-X BOLT IN STD. HOLES. INSTALL SNUG TIGHT BASE PL 318x6x0'-10" wl(2) \'-----/ 318"0 HILTI KH-EZ ANCHOR 3/16 BOLTS w12 1/2" NOMINAL CONC. EMBED (7" GAGE) No. Description Date (E) 5" CONC. SLAB ON GRADE 3" 3" 22W14 BEAM TO HSS4x4 POST CONN. �/ 1 =1'-0" P1546 ANGLE w/ 112"0 (E) TJL TRUSS A307 BOLTS EA. END OF TOP CHORD BRACE • r • ---.17 Ik�;. P1001 UNISTRUT BRACE , L4x3x1/4 (SLV) SPAN @ 71-6" o.c. MAX. BETWEEN (2)ADJACENT TRUSSES w/(4) No. 10 SCREWS @ 2" GAGE 1 \411111‘‘ CHANNEL NUT AS REQ'D. CENTERED ON TRUSS 1t. TOP CHORD. PROVIDE .. -- 1 1/2" SCREW EMBED " INTO TOP CHORD TYP. 1 3f8 - Date of First Issue: Project W14 BEAM No: ,_ '.7I Sheet Title 1/4" STIFF PL @ 7'-6" MAX. ',---l-- LOCATE ,_,.,_l ,,—LOCATE 2" FROM P1001 BRACE CONNTYP. ‘ � P�nfi S 1 0 1 4, i14'114. / SIDES\ / Zg TYP. . 3116 , �OREGON ill Original drawing is 42 x 30. Do not scale contents of this drawing. ("/.I °A i8 '� Q�QG 0 W14 INTERMEDIATE BRACING Sheet Number 1".1._0- tFXPIRE5:/2�3///7