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Plans (93) IttC'T-1\19 vEB 142011 APOLLO TENANT IMPROVEMENT V' I- "" �`�"""° 7555 SW Tech Center Drive VIL�1j fl S1.0 ��+EG,P", A., � 'MOWS r Tigard, Oregon 97223 10 iym z= 1.33 y`i. : . W 01.1•001 O OPap TOV.' SPECIAL INSPt; c.C . DSP PO State of Oregon Stn.. Pec ._ode IEPIRES 12/31/2018 I RST STAMP ® Conret6 and Reinforcing Steel Bolts Installed in Concrete DRAWING NAME DESCRIPTION REV DATE ❑ Special Moment-Resisting Concrete Frame - G-0,1 GENERAL TITLE SHEET 0 02/02/17 ❑ Reinforcing Steel&Prestressing Steel Tendons G-0412 GENERAL LEGEND,ABBREVIATIONS,&GENERAL NOTES 0 02/02/17 w G-0'0 GENERAL CODE SUMMARY 0 02/02/17 g D_ C S --- -G- ,11 --- PARTIAL PLANS-FABRICATION AND REPAIR- 0 02/02/17 W 0 = 0 Lu OZ ❑ High-Strenght Bolting S-4(1 STRUCTURAL DETAILS 0 02/02/17 CCa. I—C7 ❑ Structural Masonry CITY OF TIGARD LIJ o o 0 Reinforced Gypsum Concrete REVIEWED FOR CODE COMPLIANCE z <w W I—0 ❑ Insulating Concrete Fill Approved. i , ~o _ ❑ Spray Applied Fire-Resistive Materials OTC: `� �� o in ❑ Pilings,Drilled Piers and Caissons Permit#: V�Z�7 Q Shotcrete Address: � Q �' �tt.i7`_ �' di Suite#: ❑ Special Grading,Excavation and Filling $y: v'AIMANIMIN Date: Z12f t L7 0 Smoke-Control Systems INF.- Z 0 w cc .71 a c.) ❑ Other Inspec`ios I cc a a . � OFFICE COPY fi \ , Iy'. .....rmj v01 1 1 I I J I II J III PROJECT LOCATION zz 0 I IMI 4 i= D OFFICE WAREHOUSE ,G 7555 SW TECH I % I I y ~ 2 CENTER DRIVE J V DEFERRED SUBMITTALS O O TIGARD,OREGON I % ii I . # 1 ITEM rc 0 FIRE SPRINKLER ALTERATIONS d U 0 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE co w w - SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL 0 re ai \—1 REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A y'°' NaNa IIB uI:PI 1 NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE co o L - BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.THE DEFERRED Drawn By:B.YOSHIMORI \ _ — _ — — MTTAL MS LL DESIGN AND SW TECH CENTER DRIVE SUBMITTALSUBIDOCUMENTS HAVENOT BEEN BEINSTALLED APPROVEDUNTIL BY THETHEIR BUILDING et Title: - - _ OFFICIAL. TSheITLE SHEET -;- Sheet Number. _o- SITE PLAN =__ VICINITY MAP G-001 Pro]No: CC16103 ABBREVIATIONS REFLECTED CEILING PLAN LEGEND IDENTIFICATION LEGEND GENERAL NOTES AND SPECIFICATIONS MATL MATERIAL SYMBOL DESCRIPTION DIVISION 1 -GENERAL CONDITIONS MAX MAXIMUM SECTION LETTER AD AREA DRAIN MC MINERAL CORE 2'-0"X 4'-0"SUSPENDED CEILING PANEL DETAIL NUMBER GENERAL NOTES ADJ ADJUSTABLE MECH MECHANICAL IN AN EXPOSED GRID SYSTEM DOOR DETAIL NUMBER AFF ABOVE FINISHED FLOOR MEJ MASONRY EXPANSION JOINT (SEE FINISH SCHEDULE) 1. THIS ISA GENERAL LEGEND PAGE.NOT ALL ITEMS ON THIS SHEET WILL BE USED. ALUM ALUMINUM MEZZ MEZZANINE 2. WORK SHALL CONFORM TO ALL APPLICABLE LOCAL,COUNTY,STATE AND FEDERAL ANOD ANODIZED MFR MANUFACTURER SECTION OR DETAIL CODES AND REGULATIONS. umcrosmllncmccaw..nc APPROX APPROXIMATELY MH MANHOLE 2'-0"X 4'-0"FLUORESCENT LIGHTAlk 3. DO NOT SCALE DRAWINGS.USE DIMENSIONS PROVIDED. ARCH ARCHITECT,ARCHITECTURAL MIN MINIMUM I I FIXTURE(SEE ELECTRICAL DRAWINGS FOR 4. DIMENSIONS ARE FROM FACE OF GYPSUM BOARD,FACE OF CONCRETE OR 1.th place `1-1 ATC ACOUSTICAL TILE CEILING MIRK MIRROR TYPES) XXXX SCALE:AS NOTED MASONRY,AND CENTERLINE OF STEEL UNLESS NOTED OTHERWISE. coaum..i u°n w1-0i+. v...un,wa,u MISC MISCELLANEOUS - 5. ALL PIPE,CABLE,CONDUIT,AND OTHER PENETRATIONS THROUGH FIRE RATED MO MASONRYONRY OPENING \ DWG.WHERE SECTION WALLS,PARTITIONS,FLOORS,AND CEILINGS SHALL BE PROVIDED WITH AN B/ BOTTOM MTD MOUNTED 2'-0"X 4'-0"FLUORESCENT LIGHT OR DETAIL IS SHOWN APPROVED PENETRATION FIRESTOP SYSTEM EQUAL IN RATING TO THE ITEM BEING BD BOARD LAIEMERGENCY FIXTURE(SEE ELECTRICAL PENETRATED. g``F'�E.P+ROeFFJ,J' BLDG BUILDING DRAWINGS FOR TYPES) B. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.BRING ANY V �� BLKG BLOCKING N NORTH DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO ¢ �� BM BEAM (N) NEW SECTION LETTER CONSTRUCTION. °yx..monad a1mu..v.v.u„o. BOT BOTTOM NA NOT APPLICABLE 2'-0"X 2'-0"FLUORESCENT LIGHT 7. CONTRACTORSTRUCTSHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR 1°0 't)'"3O°^"°P BSMT BASEMENT NIC NOT IN CONTRACT FIXTURE(SEE ELECTRICAL DRAWINGS FOR 411 I TO START OF CONSTRUCTION ACTIVITY. aNEaow C BUR BUILT-UP ROOFING NO NUMBER TYPES) NOM NOMINAL ®f-DWG.WHERE SECTION IS SHOWN 8. 114 AREAS WHERE THE SCOPE OF WORK IMPACTS EXISTING FLOORS,WALLS, =O roF 2y Zao°,R-5 CEILINGS,OR OTHER STRUCTURES TO REMAIN,THE CONTRACTOR SHALL RESTORE �9S PS.' NRC NOISE REDUCTION COEFFICIENT THE SUBSTRATE AND FINISH TO MATCH EXISTING. P� P • CAB CABINET NTS NOT TO SCALE 1'-0"X 4'-0"FLUORESCENT LIGHT 9. COORDINATE CONSTRUCTION WORK SCHEDULE WITH OWNER TO AVOID - CB CATCH BASIN [ I FIXTURE(SEE ELECTRICAL DRAWINGS FOR illak-...—DETAIL NUMBER PRODUCTION IMPACT. I EXPIRES: 121J12019 CEM CEMENT TYPES) I.- ®- —DWG.WHERE 10. ALL PENETRATIONS THROUGH THE EXTERIOR ENVELOPE SHALL BE SEALED CFCI CONTRACTOR FURNISHED 0/ OVER DETAIL IS SHOWN WEATHER TIGHT. ENGINEER STAMP 11, CONTRACTOR INSTALL OC ON CENTER 11. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT/ CJ CONTROL JOINT OD OUTSIDE DIAMETER } } INTERIOR WALL PARTITION I I ENGINEER PRIOR TO IMPLEMENTATION. CL CENTER LINE OFCI OWNER FURNISHED CLG CEILING CONTRACTOR INSTALL © ELEVATION LETTER CMU CONCRETE MASONRY UNIT OFOI OWNER FURNISHED OWNER INSTALL RECESSED HID/INCANDESCENT LIGHT FIXTURE ( CO CLEANOUT OPNG OPENING 0 SEE ELECTRICAL DRAWINGS FOR TYPES COL COLUMN OPP OPPOSITE ) ® DRAWING WHERE ELEV.IS SHOWN CONC CONCRETE CONT CONTINUOUS ® CEILING MOUNTED OCCUPANCY SENSOR CPT CARPET PR PAIR /� CT CERAMIC TILE FL PLATE \ / DOOR NUMBER CU CUBIC PLAM PLASTIC LAMINATE ® CEILING MOUNTED EXIT LIGHT FIXTURE PLAS PLASTER PLWD PLYWOOD CEILING MOUNTED THERMOSTAT W DEG DEGREE PT PAINT O ® LOUVER NUMBER W DEMO DEMOLITION PROP PROPERTY --ow—c.-...E _.. 1—..® --",""EY LLJG.MOUNTED SPEAKER _ _ _ __.. _ - __ _ _, W a __ _ __ DV, DIAMETER DIM DIMENSION QT QUARRY TILE 1 123 I ROOM NUMBER O Z DF DRINKING FOUNTAIN OO CEILING MOUNTED SMOKE DETECTOR Q DN DOWN CL DS DOWNSPOUT R RADIUS CD DWG DRAWING RB RESILIENT BASE + SPRINKLER HEAD(CENTER SPRINKLER HEAD O TOILET ACCESSORY LETTER D_ O Z W REBAR REINFORCING BAR IN CENTER OF CEILING PANEL,UNO) J W REF REFRIGERATOR 0 E EAST REINF REINFORCED,REINFORCING I RECESSED SLOT SUPPLY DIFFUSER Q DRAWING REVISION NUMBER z O= (E) EXISTING REDD REQUIRED D_ EA EACH RD ROOF DRAIN EIFS EXTERIOR INSULATION AND FINISH RF RESILEINT FLOORING Z ¢W SYSTEM RM ROOM SUPPLY AIR DIFFUSER OR GRILLE O WALL TYPE LETTER W ILLI Cal ®EL ELEVATION RO ROUGH OPENING (SEE HVAC DRAWINGS) ELEC ELECTRIC,ELECTRICAL RT RESILIENT TILE EQ EQUAL EQUIP EQUIPMENT 0 KEYED NOTE EWC ELECTRIC WATER COOLER S SOUTH OR TURN AIR OE EXHAUST DIFNGSER /CD J EWH ELECTRIC WATER HEATER SAN SANITARY OR GRILLE(SEE HVAC DRAWINGS) rj J LO EXIST EXISTING SC SOLID CORE = O LP W LO EJ EXPANSION JOINT SECT SECTION =- NORTH ARROW Q N- EXT EXTERIOR SSF HT SHEERE FOOT T HEPA FILTER(SEE HVAC DRAWINGS) =Z= SIM SIMILAR F FAHRENHEIT,FIRELINE SM SHEET METAL FCTY FACTORY SPEC SPECIFICATIONSW I W ACCESS POINT J FD FLOOR DRAIN SQ SQUARE . FRONT OF EQUIPMENT H FDTN FOUNDATION SST STAINLESS STEEL Fl- FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS FEC FIRE EXTINGUISHER CABINET STD STANDARD FHC .FIRE HOSE CABINET STL STEEL SYMBOLS LD z FIN FINISH STRUCT STRUCTURE/STRUCTURAL O w FLR FLOOR STOR STORAGE FLUOR FLUORESCENT SUSP SUSPENDED SYMBOL DESCRIPTION a 0 FR FIRE RESISTANT SV SHEET VINYL FRP FIBERGLASS REINFORCED PLASTIC -111=11I— FRTW FIRE RETARDANT TREATED WOOD EI El EARTH[SECTION] cr a a FT FEET T/ TOP -III—III FTG FOOTING TBD TO BE DETERMINED a Q F THK THICK a o..o TYP TYPICAL u-•pO GRAVEL[SECTION] GA GAUGE,GAGE .0,Po Oa'• Ol GALV GALVANIZED GI GALVANIZED IRON UNO UNLESS NOTED OTHERWISE Q o GL GLASS UL UNDERWRITERS LABORATORY CONCRETE[SECTION] 0 o GWB GYPSUM WALL BOARD VENT VENTILATION I`1,IF 41 IF,' HT HEIGHT VERT VERTICAL �♦��4 RIGID INSULATION HC HOLLOW CORE VEST VESTIBULE ������j HCP HANDICAPPED VOL VOLUME HOW HARDWARE 111111111HDWD HARDWOOD BATT INSULATION[SECTION] HM HOLLOW METAL W/ WITH HORZ HORIZONTAL WD WOOD HR HOURW/0WITHOUT !i, HT HEIGHT WHHWATER HEATER METAL[SECTION] HVAC HEATING/VENTILATION/ WWF WELDED WIRE FABRIC i U7 K AIR CONDITIONING CO HWY HIGHWAY I I I I I CONCRETE BLOCK Z YD YARD I I I [ELEVATION-RUNNING BOND] Zo. p 0 • ID INSIDE DIMENSION INCL INCLUDING �j GLASS[ELEVATION] E LL a O ] INFO INFORMATION '/ INSUL INSULATION U pu) W INT INTERIOR W /n - GYPSUM WALL BOARD O CO - JT JOINT LU LAM LAMINATE /// CMU!BRICK[PLAN/SECTION] CC o LAV LAVATORY Drawn By:T.VVEINBECK LBL LABEL(FIRE RATING IN MINUTES) V./�4/��A LIN LINEAR ��Z.I#� PLYWOOD Sheet Title: LLH LONG LEG HORIZONTAL Pr/.%/� LLV LONG LEG VERTICAL - GENERAL GC- LEGEND1 LP LOW POINT r CORNER GUARD AND TYPE ABBREVIATIONS O &GENERAL NOTES FE FIRE EXTINGUISHER Sheet Number. G-002 PToj No: CC16103 CODE SUMMARY DATA GENERAL INFORMATION THE PROJECT CONSISTS OF ALTERATIONS REQUIRED TO ADAPT A PORTION OF EXISTING INTERIOR FLOOR COUP COSSIXmmc u.cnRm.ac AREA IN THE MANUFACTURING AND REPAIR AREAS OF THE BUILDING TO CREATE TRANSFER VESTIBULES. Ci CORBIN.-�"o"�„"„" i,,.00„44,.a," GOVERNING CODES .,.,0 Mork._ THE BUILDING WAS ORIGINALLY PERMITTED IN 1981 .:51 9,G I R E 3' WITH SUBSEQUENT ALTERATIONS.EXISTING BUILDING �Mwwi , DATA IS BASED ON BUILDING PERMIT DATA BUP2014-00087 FOR INTERIOR ALTERATIONS .,e4 m eq�ro,0....wem" PERMITTED IN 2014 UNDER OSSC-2010. .„!, meow y .t 6 DESIGN BASIS CODES FOR THE CURRENT PROJECT oyq aa, z,°�p WITHIN THE SCOPE OF WORK BOUNDARY ARE AS 9 p PES FOLLOWS:OSSC 2014,OFC 2014,OMSC 2014,OPSC OO O O O O O O O to 11 2014,OESC 2014,OEESC 2014. I IXPIREs: 1S900010 ENGINEER STAMP BUILDING CONSTRUCTION DATA EXISTING CONSTRUCTION:TYPE IIIB;NO CHANGE • EXISTING HEIGHT:ONE STORY:NO CHANGE FIRE SPRINKLERS:BUILDING IS FULLY SPRINKLERED O i�I I ^III FLOOR AREA:58696NO CHANGE MAXIMUM ALLOWABLE L, • u- -J-1.� _` U a —Z' LYl \ E AREA:57,000 SF:NO CHANGE a OCCUPANCY DATA EXISTING BUILDING OCCUPANCY:F-1,S-1,B(NON-SEPARATED ' USES):NO CHANGE 1 AREA OF WORK:F-1 OCCUPANCY:NO CHANGE I— t/Vf z W BUILDING EXITING W F- UMMnN PATH OF TRAVEL(OSSC 1014.3)MAXIMUM 100'N CL ---_ _ .-.-. __ ';_.. ---_. ,—_ -_ bMRfN .tRtUB/F/S OCCUPANCY. W (l TEST CHAMBER I TRAVEL DISTANCE(OSSC TABLE 1016.2):MAXIMUM 250'IN > Z SPRINKLERED F-1/S-1 OCCUPANCY AND MAXIMUM 300'IN O W O I 10084 SF SPRINKLERED B OCCUPANCY. H 0 S50CC I • BUILDING AREA W .<1 F-1 , ROOM OR AREA I OCCUPANCY I AREA(SF) J 0 0 GROUND LEVELI— O _ - 4 - Ippp� FABRICATION7 STORAGE/WAREHOUSE S-1 30,289 Z 0=8 '� I 55(9 ar a • I - FABRICATION F-1 5,876 < 1:1 Q cL 1005E/OCC REPAIR F-1 2,889 59 OCC TESTING CHAMBER F-1 494 tZ H Q VP AREA OF w OFFICE B 8,787 I— III(� WORK I I MEZZANINE Q ( F- 7 • / .I 49'-10"+- OFFICE B 2,361 _J �� i _10 � 40'(CP) 16 L _ _ BUILDING TOTAL 50,696 O LL() __ —J 30 I n r9e'Tr Q c ) I OF 7558 SAREHOUSE ACTUAL VS ALLOWABLE AREA • :11141: II 7555 SW TECH AAI CENTER DRIVE I NON-SEFRONTAPE ARATED SE 75%(YARDSAREA 'EASLL ED I • TIGARD,OREGON USE:ALLOWABLE AREA ON F-1 iii �_ � J OCCUPANCY W 197' "+- ALLOW.ACTUAL RATIO 1-- TABULAR FRONTAGE SPRIINK. AREA AREA ACTT I OCC AREA(SF) INC.(SF) INC(SF) (SF) (SF)ALLOW - I N n II' F-t 12,000 9,000 36,000 57,000 50,696 O.9B9 OK W F; LEGEND a o r .i.i.imi .\j<1 , m • 4. EXIT DOOR/NO.OF OCCUPANTS a. a S \ SW TECH CENTER DRIVE }— <1 X Q ~ / EXIT ACCESS DOOR/NO.OF OCCUPANTS STORAGE .. -- -- 30,289 SF 500 SF/OCC TT_ EXIT ACCESS PATH TOTAL TRAVEL w N 62 OCC ill . 0 a 4 CODE ANALYSIS PLAN — SITE XX'(CP) COMMON PATH PORTION OF EXIT ACCESS v O FICE • 8, 7 SF 100 F/OCC 'I G-010 SCALE:1"=100'ON 22"X 34"SHEET OCCUPANCY GROUP O _ BR me _ / B REPAIR U 2,669 SF .- 100 SF/OCC 1 Z Z E i i © 29 OCC , AREA OF WORK _ o O c-; I 1I - —_---- lir B o N - r 1_� I� 11 �-- V IJ I�) i,ii I L�II�. li II �a OFFICE I d > ( I( '� 2,361 SF +. W O 100 SF/OCC © — —1 --- - I - - 'l.`'- '\ li — — —' 24 OCC Drawn By:B.YOSHIMORI Sheet Title: I u 0 0 I GENERAL E rf SUMMARY © CODE ANALYSIS PLAN — GROUND LEVEL © CODE ANALYSIS PLAN — MEZZANINE _= Sheet Number: G-010G-010BAR SCALE = s �// �J/ 0 4 B 16 32 __= G-010 SCALEI/16"=1'-0"U.N.O. - WHEN PRINTED ON 22"034"SHEET Proj No: CC-16103 GENERAL NOTES A SEE SHEET G-002 FOR LEGEND,ABBREVIATIONS AND GENERAL O NOTES. cm,m.m+crnccc,xx,LIC B B WALL CONSTRUCTION DETAILS AND ANY NECESSARY BRACING CALCULATIONS ARE DESIGN/BUILD BY ARCHITECTURAL CONTRACTOR,UNLESS NOTED OTHERWISE. 7c,,_r.,,u KEYED NOTES > � C:)-- 2 ,. 1 NEW METAL STUD AND GYPSUM FULL HEIGHT WALL SIZE AND URE, 0)F • SEE STRUCTURAL DRAWINGS DFOR ADDITIONAL INFORMATION :c.::::::::::7; FFss�pREGARDING WALL FRAMING AND DOOR SUPPORT. i yr2 HIGH SPEED FABRIC DOOR.COORDINATE DOOR HEIGHT,WIDTH, ° msP%aAND LOCATION IN WALL TO PROVIDE ACCESS CLEARANCES INow2I ACCORDANCE HATH DOOR MANUFACTURER'S REQUIREMENTS. o• SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 2���Qy• 7 - REGARDING WALL FRAMING FOR DOOR SUPPORT. P. F '.. • • 3 NEW PAIR OF HOLLOW METAL DOORS IN 6'-0"WOE x 7,0"HIGH I EXPIRES: 12/312018 ' •,I L. HOLLOW METAL FRAME.DOOR SHALL NOT BE LOCKED TO - - II j l I \ PREVENT EGRESS IN DIRECTION OF DOOR SWING. ENGINEER STAMP ILL j I I -L.i 4 NEW GYPSUM BOARD AND METAL STUD WALL TO UNDERSIDE OF �L - ...... L--.Y- 1 ---•--'- - -� G SYSTEM.SIZE N EXISTING SUSPENDED ACOUSTICAL TILE CEILIN 0 O W AND SPACE STUDS FOR SPAN AND BRACE TO STRUCTURE AS REQUIRED. I _ . 5 NEW PAIR OF HOLLOW METAL DOORS IN 6'-0"WIDE x 7'-0"HIGH O ,, HOLLOW METAL FRAME.DOOR SHALL NOT BE LOCKED TO • PREVENT EGRESS IN DIRECTION OF DOOR SWING. L :•. 6 FRAME DOOR OPENING IN WALL TO ALIGN WITH EXISTING •LJ CEILING AT APPROXIMATELY 12'-0"A.F.F. . 7 SIZE HIGH SPEED DOOR FOR AN OPENING HEIGHT OF Z Ili 13 APPROXIMATELY 14'-0"TO ALLOW COIL AND MOTOR W • COMPONENTS TO BE LOCATED ABOVE EXISTING CEILING.DOOR CC 'i . , STOP TO BE SET AT 11,/r TONNr.,eu on 0w1•,•"028916,. W Q B REVISE CEILING GRID AND ACOUSTICAL TILES TO CREATE A > Z SLOT IN CEILING SYSTEM FOR HIGH SPEED DOOR TO DROP 0 0 © ELEVATION - HIGH SPEED DOOR THROUGH MANUFACOORDINATECTURER'S SIZEED OF CLEARANCES.T INITH IGH SPEED DOOR CK W CD MANUFACTURER'S REQUIRED CLEARANCES. a, ~ 9 LOCATE DOOR CONTROL PANEL ON EAST SIDE OF WALL LOCATE �W D G-101 REMOTE PUSH BUTTON CONTROLS ON OPPOSITE SIDE OF WALLH -I 0Q 10 LOCATE DOOR IN WALL TO MAINTAIN DOOR MANUFACTURER'S Z CL-,-Cf 8 g 104- 1111' 11 REQUIRED END CLEARANCES. Z Q C) EXISTING WALL LLJ H 12 EXISTING ROOF STRUCTURE. I- LLIo s / 13 EXISTING CONCRETE FLOOR SLAB. -I J U7 24'-0" 24'-0" 24'-0" p / / / / Q 1.0 —Cc 1 , FABRICATION di E- _ .11 _ / 123 F- f U W Z O w D-' J _ i__ _ _ - \ B D- O 0_• 0- I- 0 . O W ¢ o 31,1 114' y s'-s1rz" REPAIP, 11 124 —u e e 5 r�1 \ — $ S[ lrE.0 1----H, C z o O m 1 tl U �'®,may ----1< CC PI--- 4H z O U TRANSFER o 17- o 123A I (]•8 o W o w al m0e in • /n v, 0 �'� W Q I h r G` 1.,._ i .a I 1 rc Drawn By:By ♦ Sheet Title: d J VI GENERAL• IPLANS- \ WOMEN CLEANROOM AND REP01?%�, 122 ' AI PARTIAL PLAN - FABRICATION © PARTIAL PLAN - REPAIRBAR SCALE Sheet Number. _- G-101 G-101 0124 __= G-101 WHEN PRINTED ON 22"x34"SHEET Proj No: CC16103 GENERAL NOTES A SEE SHEET G-101 FOR WALL AND DOOR OPENING DIMENSIONS. (E)ROOF DECK (E)ROOF PURLINS CORKY EXC...WC STRUCTURAL NOTES Fp`° ,503I M� Lev 3..111 \\ LIGHT GAUGE STEEL FRAMING ti CF��� DEFLECTION HEAD 1. STEEL )FOR 16 GAUGE(54 MIL)AND HEAVIER. B. ASTM C645(Fr33 KS)FOR 18 GAUGE(43 MIL)AND LIGHTER. `'ZFNEc P"0:Fss,o C. GALVANIZED COATINGS:ASTM A525 REQUIREMENTS;ZINC .u0uvc yi WEIGHT 060 MINIMUM. chino B. D. STEEL STUD/JOIST/TRACK SECTION PROPERTIES AS FOLLOWS,UNO: 0.,..,„, n a ni.q 20 9 T geeJ 9 e. E WALLNs, A 102 Inc in^4 Slot in^3 4E8 B. ,,o ( ) #10 SCREWS UD,@12"O.C. DESCRIPTION TYPE ( ) ( ) ( ) �\\\�� DOUBLE STUD,TYP. DBL 600516243 C-STUD 0.894 4.632 1.534 I EXPIRES: 12/31/2018 400520043 C-STUD 0.402 1.047 0.509 ENGINEER STAMP 600720043 TRACK 0.451 2.067 0.565 600512`�3�1 SD�FULUH£1GFK1 600S162-43 C-STUD 0.447 2.316 0.767 GYP BOPR 2 FABRICATION,ERECTION,AND IDENTIFICATION OF LIGHT GAUGE STEEL FRAMING:CONFORM TO CHAPTER 22 OF THE 055C, SECTION 2209 AND 2210,AND THE AISI"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS". 3. FASTEN COMPONENTS WITH SELF DRILLING SCREWS:ELCO 6006125-43@16"O.C. GYP BOARD EA SIDE DRIL-FLEX OR APPROVED. FULL HEIGHT 600 5200.54 TOP AND 4. FASTENED COMPONENTS WITH WELDING.ENSURE THE F, BOTTOM FOLLOWING: A. WELDS OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF w #10 SCREWS @6"O.C., THE CONNECTION. — __ B. WELDING CONFORMS TO AWS SPECIFICATIONS.TOUCH NUP D LU 0 HAVING A MINIMUM OF 94%ZINC DUST IN THE DRY FILM. > G_z C. WELDERS ARE TO BE CERTIFIED FOR LIGHT GAUGE STEEL Q W Q UNDER AWS SPECIFICATIONS. Et f—0 5. STEEL STUDS OR JOISTS:C-STUDS/C-H STUDS WITH STIFFENED CL LIPS AS STATES GYPSUMUNITEDANUFACTURED BY SCAFCO CORPORATION, COMPANY,EMBERS OFTHE METAL STUDJ LI _ QI CC --moilA LAP 16 GAGE SIDE MANUFACTURER'S ASSOCIATION,OR APPROVED.SIZE AND J(.)0 PLATES OVER STUDS TB GAGE SIDE PLATES GAUGE ARE AS NOTED ON DRAWINGS. Z Q _ IT AND ATTACH WITH(6)#10 f 6. PROVIDE ACCESSORIES,INCLUDING,BUT NOT NECESSARILY W i 0 I SCREWS EACH SIDE 4 LIMITED TO,TRACKS,CLIPS,WEB STIFFENERS,ANCHORS, Q Q U Er 1 LL FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR Z LU Q A COMPLETE AND PROPER INSTALLATION. LU )—Q A 7. SECURELY ATTACH STUDS TO FLANGES OP BOTH UPPER AND I ITh BLOCK AND STRAP LOWER TRACK.TRACKS SHALL BE OVERSIZED BUT SNUG,TO WITH 1 1/4'k20 GAUGE PROVIDE FULL STUD BEARING. 0 C~ WITH 1 AND#10 (4)#10 SCREWS AT 16 GAGE UTILITY CLIP 8. PROVIDE NON-SHRINK GROUT FOR LEVELING OF FLOOR TRACK J LO SCREWS X12"O.C. STRAP LAP TOP AND BOTTOM BELOW STEEL STUD PARTITIONS AS REQUIRED. Li) FLANGE,WITH(2)#10 QLO SCREWS EACH LEG O.- POST4NSTALLED ANCHORS AND DOWELS Q (` 1. INSTALL ALL ANCHORS PER ITS RESPECTIVE ICC-ES EVALUATION REPORT LISTED BELOW. 2. ANCHOR EMBEDMENT SPECIFIED ON DRAWINGS IS EFFECTIVE ; CLI SECTION A-A EMBEDMENT. J 5. SCREW ANCHORS SHALL BE ONE OF THE FOLLOWING: H I A. HILT!HUS-EZ SCREW ANCHOR ESR-3027 ~ B. POWERS WEDGE-BOLT+ ESR-2526 H d C. POWERS VERTIGO.' ESR-2959 w Z n D. SIMPSON TITEN HD SCREW ANCHOR ESR-2713 0 W o 4. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN d 0 APPROVAL OF ENGINEER.ALL ANCHORS MUST HAVE CURRENT ICC-ES APPROVAL 5. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. d 0- a• F w O• a 0 6007150-03 1/4"0 CONCRETE (2)1/4"0 CONCRETE SCREW SCREW ANCHORS ANCHORS @ DOOR POST, @32"O.C.,TYP. / TYP.EMBED 1 5/8". EMBED 1 5/B" I p41,, W1 z 212' 0 r U 7 X I— CO z z 0 0 F 0_ 0- O Fe- 0 AI ELEVATION 0 Uw w 7 W 0 N� . S-401 SCALE:1/2"=1-0" 5 o Drawn By:BY Sheet Title: STRUCTURAL DETAILS Sheet Number. S-401 Proj No: CC16103 CORBIN Structural Calculations For Apollo Tenant Improvement Wall for High Speed Door ,s,VpPROA- cr 60293 PE 75r,"— Charles oWb Charles B Loving ,,,° ° �h e ' t3,2(cOv�� EXPIRES: 12/31/2018 For: Apollo, Tigard, OR Prepared by: Charles Loving, P.E. Project: 16103 Date: February 1, 2017 Total 9 pages excluding cover CORBIN CONSULTING ENGINEERS,INC. 1905 NW 169th Place Suite 121,Beaverton,OR 97006 Tel:503/645-0176 Fax:503/645-0415 ► V ' DBt- •-r- - IA - 8-40 7 �W. , .r,,,�5 p tog_ torr w/C1Y9°' mow-U.? 2 1Z-/ "I L e-t‘I D, aJ G 51-14D w,1-4:1- i G e ax- -- 2_,054 -)--2_ R5,0 -t- 1:_._1_21± l�,A_ 6 - - 1,33' P /1 a N O 0-F- p t-14-N) E- L r94-.rte , L = 5—/ (e 3J w 14-Z L- 1RnL-i-. ttp b rAr< _ 2-5._ IQ i �' , ever- I 2-' op j//.--.)(7 5 z) /. 2 p -F-- /•Cod s) /> 2 D +.E C. D4? z . td %-- I 4. :04---) -,1- 2- r.p. c X09 P1 - ' 711 .-.. '1,(1,12/ . --' Li' Ic ) 0 c261)(1-2-. ):/e t-- 4.-:74 7 -.1 / . , . 4 oS2G);, 3 inn7) _ n4 � 3 (F,-:° 1- `0 S.. - /c' = 37 _ 6, l� ,A 16.-,;.___ 1 - L. GGA' ..•• ) �C��S ��I-15�: 1:2 Page: - CORBL\COYSULTI1G ENGINEERS,INC, 1905 NW 169th Place, Suite 121 PROJECT NO: 16103 of: PROJECT Apollo Tenant Improvement REV Beaverton,Oregon 97006 TITLE Wall&Door Opening DATE CORBIN Tel: 503/645-0176 Fax: 503/645-0415 ORIGINATOR CBL CHK T 2.t 1.)2 - `-Z) & (Pi-) 7/. Cbth) t LtlZ> t row (?) OO l o0 -s4 = 0.05-4 =(5-7( (0 -Z _ 32 ,2 '144- '1'/ 44- w// � L. 110 ..5 ,)ti C 4 - /. a. jS0 125���(p.l S fhb �(�90fj� k (i o �5 )( z Z ,k9 (/Z,/'k') Lu )%9 /07 ' --›---(i.- �b 0 frzn, - ce, F O.,. lis „Z \( 3 ks) -.= fe 3O - '( ,�' r P CPROJPROJECT NO: 16103 Pa�.ot: CORBC�CONSCU NG ENGINEERS,INC, 1905 NW 169th Place, Suite 121 ECT Apollo Tenant ImprovementREV Beaverton,Oregon 97006 TITLE Wall&Door Opening DATE `CORBIN Tel: 503/645-0176 Fax: 503/645-0415 ORIGINATOR CBL CHK J bQL Tom- s 4.®x--,10 i iNi(1, 0 -7— , �,q- — 0.3 5 D5 I p ul o. 3)6 D. 72 /. 0 Vo, z)L (;C t s'r�;�) 2 (Z' -1-Cv '7(s--- ,o,, = lD f 1,n (Gr-7- L P Tir7oti 4-0-E� -� 13 . : 1.4D \ /11u /, ) (2do 44 -- 32°4./2) (/ /) = "r 7V Pu - / 3 pi4 -I- (�p5�1-(677'))\ -2-b) /5'( p ' (�') /574-4-- 2_174. -1 L I pu =()° l° (/• I) — ) 4 3 9 e-o--.4'8 7 ; /. Zb -(e. zat_.. ` /`7 = 0 .7-) ( 3S-® &) ) ' 1 (/' S (40 f (21, 7-% 5-6 3© 44.,/ R .- (boz #)(i. 2 D) = 1 --z-2___4 ' (, 1P-� z ' ' ' �, .Zto,0.7,),( (/)+-+- 1. _?,. izco'33 (7x6''(P � (�1to)� ' 1.--7a / -; /70 cg.4 s-- 44-' = /4 zs 4-' Pu = (j, 2_ 0 °::\,) (/, 2 ÷ 0, '2-(p.7 an = 1 3 7 0 # aS (Z� ( ao ,s Zc,c) - .5---.1 (5 = 5-Q) 0/17”.xc, .A--(5-60. e k I()6- ) 0. 9 52) f---- q6', 5- ' = 80 it o # iivi Li 0 n (9 s.7 k ()() ( o . 9) - g 7. 3 k �� ,_ & i3 -- I > /4 FC, Page: CORBY CGYSL�T,�G EYGINEERS,l`C, PROJECT NO: 16103 3 or: 1905 NW 169th Place, Suite 121 PROJECT Apollo Tenant Improvement REV [ Beaverton,Oregon 97006 TITLE Wall&Door Opening DATE CORBIN Tel: 503/645-0176 Fax: 503/645-0415 ORIGINATOR CBL CHK D[3 L 5- U4? 'G6-` N e-ITN ' ) I , ' iii 7Vo10 SG R. W ' -...4-... ST' al- I � kvil '(2') M i� 5G F? /4-INJ;" f- 4915 (4) 4io 5- a ire SHS-A--�, (gig � ��}, . -Z-5 L„.)4 Z= s S /4" c c-4,7,-)c. 5- .r. ' w ;i--w r G s • N ^ (3 ;.)o,3) ( ' �sIn (�. ''..) ' 2.77 e ;a11-Ir\J C� at / g ja 0Pr. -� ( i,� ( 3o • #7) _ �S3 > 2--7-7 • [ Page: . CCORBIU CO SL�TI�G ENGINEERS,I %C, PROJECT NO: 16103 of 1905 N 169th Place, Suite 121 PROJECT Apollo-Tenant Improvement REV Beaverton,Oregon 97006 TITLE Wall&Door Opening DATE CORBIN Tel: 503/645-0176 Fax: 503/645-0415 ORIGINATOR CBL CHK z sG Design Maps Summary Report User-Specified Input Report Title Apollo, 7555 SW Tech Center Dr,Tigard, OR Tue January31,2017 18:45:06 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.42089°N, 122.75532°W Site Soil Classification Site Class D - "Stiffi Soil" Risk Category I/II/III .` s 4 :‘,: A , -4:13r---,.-, , -, , ,-,_ ,,, - ,V,i0 %,4 3114, . -31,,l'; .14 w-E ::-„i,-;.,.,',IN, .-';'-r--, „-:,44 '?:: d 7 Ti. ,,,, ...,,,.......,,,,,,,,,,,..„, ,,z,„.gan, uiE ,„, :„ , , ,„._.,,,...,,,,,,,, ,„ ,_,..,.. „, .:,5„„:t- 7 r,,;;;‘"45,55', ,i--, ,,4„ ..„..„,„,,,,, , c„.4.,,, , , kr 'as -"P * A .$ ' , , , , r . . �"" w. ,,,,,,, , ,,,..„ _ ___„,..„,, ,,,, .,,,,,7„,1„, r 4 „istrkt. ytr s a:, as 6 USGS-Provided Output -- 0.972 g SMS = 1.080 g SD = 0.720 g S1 = 0.4228 SM1 = 0.6658 S01 = 0.444g SS For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.22 110 9.[i6 0.95 0.72 9.s2 9.64 9.77 O.50 I 0.00 '39.42 9.55 i €i.49 t VI 0.44 VI 9.22 9.33 9.24 0.22 9.16 9.11 0.02 CUNI 9.€19 9.29 9.49 9.69 9,84 1.99 1.29 1.49 1.00 1.20 2.00 9.159 0.20 0.40 9.60 0.20 1.00 1.20 1.40 1.00 1.20 2.00 Period, T lee€) Period,T(sec) For PGAM, TL, CRS, 51 values, please view the detailed report. Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the and C accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge.