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Plans (10) C2015 00620 SCHOLLS BUSINESS CENTER t_ RECEIVED SEP 9 2015 CITY OF HGARD RAPIDSUITES D5 & D6 IA It TECHNOLOGIES1� I AMA A BUILDING DIVISION PROJECT LOCATION , ascan GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX u 7 . j r r1 Sw Lesko St r ° C a 30Cm' 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, r y .tRCHITECTURAL Pr CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION a 0 � ` :q gwReid Ct ao(/Cor+rsr ` o" CONSTRUCTION. T-0 COVER SHEET CONSTRUCTION TYPE: V-A Sw Brockman Rd stirerchst 2• ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. (NON-SPRINKLERED) T-1 EGRESS PLAN SwTnggerDr `Ib ° < BUILDING HEIGHT. 1 STORY a, �' Bradley Cotter �� SWcabaYeroCt q. N E q, SwCedarcrestst 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY T-2 FLOOR PLAN/REFLECTED CEILING sw �c N s z BASIS. BUILDING OCCUPANCY: B {� m� y tl Cr rn' wswotDr ¢ Sw�Job%rsDr -=� Rod : ,.t k , °rmOak _ T-3 DETAILS D SwWdkrrrsln �+" ; SwBotderast 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES SreHemtxkst H THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR TENANT I n r m -4- - rriWNf€ Sw Nana Ct D AND WAS IMPROVEMENT SQUARE FOOTAGE: 4,472 U.S.F. STRUCTURAL: AI 1�1 OI 1 1 MOIS�� -+r o trpYq)il 4r;MV«t `* Swtchma¢tSt '� TENANT a, wC ��o4 Amrk " " i,,; Crmrtrry Awcoral St - OCCUPANT LOABDF R TENANT IMPROVEMENT: 43 S1.0 COVER SHEET esrQ - . . .q I" y ` 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED � nmm" �Swl.aaratSt ;g _ 6720 SW MACADAM'�VENUE,SUITE 100 a g UePar� c' �t'C iC 's Efi `"` w UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION 5311` CONTRACT. S2.1 POOF FRAMING PLAN PORTLAND,OR 97219 o $ 5`' _., a �� Sw oak way T 503-245-7100 swPioneer tn -` - y `o re 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO 53.1 STRUCTURAL DETAILS tY`saytrornvoodLoop " 2t7 (9 SwvOak St = IMPLEMENTATION. CA SW SchotlsetsY_Rd .. Sw Pine St 117 SOUTH MAIN STREET SUITE 400 5 Mme. 7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT SEATTLE,WA 98104 Coo Sw 5ha y�T ( �w Spruce St_ E; s htcadow Creek � � � T 206-576-1600 w� -• r why s� twrnst PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK ejC�c Sw Cottonwood l.n a � � Sw Siexe St cL k4't SwAnton •t" Sw D ss - c 'z "yam ®ANKROMMOISANARCHITECTS,INC. Q`y ,, cr. < 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY Sw GMcmr Sw Timothy Pt g c n Ce`t a IAryCQ asSwNorthDakotaSt 4a a Greenburg THE ONTRACTOR. Sw tv*.4w an Cf r41� $ " t,letoh g =t t; ��t n rn 9. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED d4rxrrtmrrr'. .41` pw. SwSummerpt3t.y �: ; o.. g z�tkr AND INSTALLED BtTHE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE GENERAL NOTES - CODE INFORMATION DEFERRED SUBMITTALS Awrk 0° Sw Summer Ctett Dr tom.," � SwMerestOneCt r� z q�°' SwsBtt+Ave o ap :� GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL el 3 - m� gwPhasst ` . p SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S o Sw'FekonFtzeDr - `� Sw a '� - 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL - ELECTRICAL y t REQUIREMENTS. b atm .¢ � '� SPECIALTY CODE 2014 EDITION AND AF.L OTHER STATE AND LOCAL CODE REQUIREMENTS THAT 9 o y e� SwKad+enneSt Sk t , q+` Q �G<. c APPLY. �--rt s",tt�q,rr.�e St "g s �iardsro ;e+st " = 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL - MECHANICAL • 'y� g ' cj s� wtQen,pr , rrl DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND 2. MAINTAIN 100°/ COVERAGE FROM EXISTING SMOKE & FIRE ALARM SYSTEM PER FIRE MARSHAL �' 1`v * _SwAnnSt q c yi`I Tt9d # .` KnojOr o N b -. e w PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF L CATIONS PRIOR TO ` '`. •"-` aintste$� k wJov'MonSt � �4 CONSTRUCTION. DIRECTIVE. 3 �w NV rR _ ._.' {,.. Q, Sw Sc*"5t swEnM,St `?�". , 3. ALL EMERGENCY LIGHTING, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND ALL zao6na.pk�t,rat,x r W006N*AVTEQ 11. ALL NEW WALL OUTLETS TO BE AT 16" A.F.F. UNLESS NOTED OTHERWISE. OTHER PEQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. VICINITYMAP 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE SCALE: N.T.S. EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET DF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. 5. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. P 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS, THE INTERNATIONAL BUILDING CODE, AND THE INTERNATIONAL FIRE CODE. u—v 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN �.CCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION, SECTIONS 1006 AND 1011 8. PENETRATING ITEMS PASSIN`.j ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING \� WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 0—� OF THE OREGNN STRUCTURAL SPECIALTY CODE 2014 EDITION. AREA OF WORK no BUILDING rrDrr SCOPE OF WORK PROJECT TEAM SCOPE OF WORK: REPAIR AND REPLACEMENT OF FIRE DAMAGED STRUCTU AL BUILDING ADDRESS: 10130 SW NIMBUS AVENUE, BUILDING "D" COMPONENTS AND INTERIOR FINISHES AT EXISTING TENANT SPACE. REPAIR AND TIGARD, OREGON w REPLACE BACK TO PRE FIRE CONDITIONS. 972+3 OWNER/LANDLORD: KG INVESTMENT MANAGEMENT z 10240 SW NIMBUS AVE, SUITE L-3 w PORTLAND, OREGON 97223 U CONTACT: KYLE LATTA SITE MAP PHONE: (503) 59899 80 � w FAX: (503) 598-9982 V) Z) SCALE: N.T.S. W z \al.0ARCHITECT: ANKROM MOISAN ASSOCIATED z LU L/) N AREA OF FIRE DAMAGE ARCHITECTS N LU 6720 SW MA-'ADAM, SUITE 100 PORTLAND, OR 97219 Q CONTACT: SABINE O'HALLORAN m O J PHONE: (503) 245-7100 ur O : FAX: (503) 245-7710 LU z Z Cc _ :: TENANT: RAPID TECHNOLOGIES V J O r - 1 r------------i Uj ' 1 5370 NW 35th TERRACE SUITE 113 m J Q N i CONTRACTOR: COTTON = O D m U t ' FT. LAUDERDALE, FL 33309 O CONTACT: SHANE CAREY � r- m 1 PHONE: (941) 400-2102 1 email: shane.carey@cottonteam.com _ 1 1 1 1 STRUCTURAL ENGINEER: T.M. RIPPEY TURNAUGH � 1 7650 SW BEVELAND ST. SUITE 100 REVISION DATE REASON FOR ISSUE 1 i TIGARD, OR 97223 CONTACT: RALPH TURNBAUGH i PHONE: (503) 443-3900 1 email: RTurnbaugh@tmrippey.com 1 1 LU ; 1 CITY OF TIGARD 1 REVIEWED FOR CODE COMPLIANCE ° i Approved: [,�-� COVER SHEET 2 Lu OTC: ] a Permit#: o • 1 i Address: d i ; Suite M 1 v i By: Date: j` LU REVIEW SET coZ -- -- -- ZZ Lu OFFICE COPY WN ---- <N DATE PROJECT MANAGER U m 06.17.15 SO Z N KEY MAP - BUILDING " D11 PROJECT NUMBER SHEET NUMBER J F RED GE REP IR J C) � SC ZLE: N.T.S. 056294 ~ N T-0 O~N N SCALE CL AS NOTED W v H 8 y M8 1 2 3 4 5 6 7 ROOF �AN � O y - - -- K-- -- - `-4/- - - -- - - ?G'- I. EXISTING UNDAMAGED ROOF FRAMING TO REMAIN. I nI n n 2. EXISTING STEEL HSS COLUMN TO REMAIN. I 11 I I I I I I I I 3 REMOVING PROVIDE cCANT EBELOW EXISTING GLII 5EAM PRIOR TO VER BEAK PROVIDE B SHORING O ----------- rl 0� �� S 1 1 I I I I SPREAD LOAD OUT OVER A MMIMIJ 1 AREA OF 4 TAIL 1E FEET I I EXTENT OF LEDGER . I i rl /4 ____ _ I I I I 1 b AT GLIB AND I SQl1ARE FOOT AT PURLINS. SEE DETAIL 10/83J. AW II M II -1 1 1 I I / ' I I I I oa-le-zou I 11 I I I I I I � I I I I 53-1 4. PROVIDE BRACING OF CONCRETE WALL PRIOR TO REMOVAL I I 11 1 1 1 I I I I 1 I OF ROOF FRAMM L SEE DETAIL %S3J TYP R15EIL I I I I 11 I I I I 1 1 I I g 1� D1WP 6►��� 1 1 I I I I I 5- %" APA SPAN RATED PLYWOOD OR OSB ROOF SHEATHING, I I ! I - --1 - - I 1 TI I I ORIENTED AS SHOWN, WITH 10d (0.148"♦ x 2i4") NAILS AT 6" O/C ALONG EDGES AND I'-0" O/C FIELD NAILING. 1 -I. 15 15 I 11 11LL=_ [ c= [ = J I I LL= c T [ - -- __ I T. 3'/&x12 24F-V4 GLU-LAM PURLM AT 8'-0" O/C. W $ - -__ S. 6AU33" 24F-VS GLU-LAM BEAM TO MATCH EXISITNG. SEE IV53JW I 1FOR REMOVAL AND REINSTALL DETAIL. Z I I W l I I I Ill p I I LL___ I I S. 4x12 DF. 02 LEDGER WITH (2)34 x 4" EMBED 14ILTI KM HUS-EZ' f \ N I I 1(LS 14614 I I 1 r- 11 12 I 1 SCREW ANCHOR EACH SIDE OF FUR-IN AND (l) AT 8'-0" O/C. J N 1 I I I I 1 I I I SEE DETAIL 6/53.1- ,^ ``/�� I I I 11 TYP. 11 I 14 1 V l v l 01 10. SISTER P01116 TRUSS JOIST MICROLAM EACH SIDE OF OJT J I ` 11 !J (� 2 11 3 I - I I 1 I FURLM SEE DETAIL 6/53.1. W n' --- _ — _ _---_ —I C I --- ------ ---- - M _ - 1 _ _ _ I I I I 3 - I T - - 0 - - - 1 11. 2x6 DF. 42 SUB PURLINS NEXT TO CUT SM-PURLINS. SEE Z "� I 53.I I I I I '^ O - ('Z M B11 I I TYP. I I 11 I DETAIL 6/53.1. V/ _ I I 12 %2" APA SPAN RATED PLYWOOD OR OSB ROOF SHEATHING )' Z Q I ------ ------ ---Yf!--- ---- - ---= - I I I I I TO WILL EXISTING HOLE, WITH 10d 10J4S'V x 2t4")NAILS AT � ----- ------- ---- ---- ---- m X01,pe I -_ AI1`�M d1 -�,/ It 11 I I I I I 6" O/C ALONG EDGES AND i'-0" O/C FIELD NAILING PROVIDE W I I I iAt 1 I y 1 i I BLOCKING AT UNSUPPORTED EDGES. I u B. SIMPSON 'HTT4' TENSION TIE, SEE DETAIL 4/831 I I I I1 i! ^Q� 1 14. SR'IPSON MSTc30' STRAP, SEE DETAIL 1/831 TMls I I I I I I B. CONTRACTOR TO VERIFY (E) CONCRETE SPANDREL PANEL 15 O V -- - I I J _-JI I POSITIVELY ATTACHED TO CONCRETE SOLID PANELS WITH I II I II 1 14 I I I I I II I I I I I I I , i I I STEEL CLIP. NOTIFY E:OR OTHERWISE. 16. KEEP EXISTING FRAMING, SAND AND SEAL .^ 111 I 1 11 , - 1 II III II II I n. EXISTING FIRE DAMAGED SOFFIT FRAMING TO BE REMOVED V II I , 11 II t 11 N Q _ _ ____ 1 AND REPLACED WITH MATERIAL AND SIZES TO MATCH r I I I �Tu� H 11 { ---- - - J L � - EXISTING. '^ IV � it i � UI 11TF- T 111 �T p II I 11 IIII II II 111 I 1111 I I I I LI III U ILi LL • J - J _ _ _ _ __ _____ {�_— ��I4bM$ I II 11II II W W _ , 1 IIII IIJI n}- c= ==-J40 M911I I n I II n 1 II 11 11II II 11 —_JL__ �L_ _JI Y 11 III� I IIj— -41 - �-0II U -� F � p ��- - - - - _ I I I III Ip I I ;i I u fI 1 I ~ � 11 1 I I I II I I I V Jl) ---- ---LL-- --- - ------ - _ ----- -- ---- R-r1,i-3 48 M�3H ❑ - EXTENT OF ROOF FRAMING TO 5E REMOVED AND REPLACED- Source 2014 Oregon Mechanical Specialty Code Appendix C Table C402.4 (4) z NORTH Gas o Inlet Pressure is less than 2 PSI 5 1 ROOF FRAMING PLAN 1 4 8 Pressure Drop 6.0 in. w.c. Specific Gravity 0.60 © 800man.,� AA>KNWO 1148 Piping is schedule 40 metallic DRAMIGS AE lE PAIOPEFI1'6 lY AFP"COISLIMC DIAmS OC NO AE IOI 10 E H!M A[P1111110IO;D ■AIN 0=0 01 I" X PADRR MUM PENIA OF LI. AAPPEY COBAIC 8XI 0c DATE W17-711113 ORA�YN Sl':Cl7 O<U": mC SHII 52 . 1 OF 3 TMR IROJB17117 Ma: 15125