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Plans (5) BtP2013 - 00083 RECOVED APR 18 2013 < CITY OF TIGARD BUILDING DIVISION ® � aC, ® Affm ov M IL I ® QE � r2 •� a 03 INTERIOR WAREHOUSE PERMIT S 'U' BMITTAL 4/18 /13 Ic � 00 2m 1010 �Acmm Tenant Architect Site Data °� :51 LaCie GROUP MACKENZIE - W 00 LEGAL DESCRIPTION: 2S101DC4500 Client 22985 NW EVERGREEN PKWY RIVEREAST CENTER BUILDING ADDRESS: 7555 SW TECH CENTER DRIVE HILLSBORO, OR 97124 1515 WATER AVENUE, SUITE 100 � � PHONE: (503) 844-4537 PORTLAND, OR. 97214 PHONE: (503) 224.9560 � FAX: (503) 844-4697 Sheet Index CONTACT: MELISSA CAHILL FAX: (503) 228.1285 " .,, E-MAIL: MCAHILL@LACIE.COM CONTACT: ERICA JANKOWSKI T1.0 TITLE SHEET 1 i NO SITE MODIFICATIONS E-MAIL: EJANKOWSKI@C;RPMACK.COM 1 Wner Structural EngineerA2.0 OVERALL FLOOR PLAN O UNDER 1 THIS PERMIT A2.1 OFFICE DEMOLITION PLAN 1 jj A2.2 OVERALL ROOF PLAN SUMMIT PROPERTIES GROUP MACKENZIE A3.1 ELEVATION - NEW OPENINGS 5550 SW MACADAM AVENUE RIVEREAST CENTER A5.1 ENLARGED RESTROOM & BREAK ROOM PLANS & ELEVATIONS "t A8.1 DETAILS SUITE 205 1515 WATER AVENUE, SUITE 100 I A8.2 DETAILS 1 PORTLAND, OR 97239 PORTLAND, OR. 97214 A9.1 SCHEDULES AND SPECIFICATIONS ` PHONE: (503) 227-5663 PHONE: (503) 224.9560 FAX: (503) 227-5660 FAX: (503) 228.1285 I �-,, • CONTACT: YOSHIO KUROSAKI CONTACT: ,JOSH McDOWELL E-MAIL: KURO@SUMMITPROPERTIESINC.COM E-MAIL: JMCDOWELLQGRPMACK.COM \\�1 • AREA OF i Project General Contractor SURVEYOR 1 WORK Lace .TENANT IMPROVEMENT PERLO CONSTRUCTION NORTHWEST SURVEYING INC , 1815 NW 169TH PL SUITE: 2090 I I • • 16101 SW 72nd AVE, SUITE 200 BEAVERTON OR 97006 r • PORTLAND, OR 97224 PHONE: (503) 848-2127 t }'T� �� � 7555 SW TECH CENTER DR PHONE: (503) 624-2090 CONTACT: SCOTT FIELD 1 I 4 _ TIGARD, OR FAX: (503) 639-4134 E-MAIL: scott@nwsrvy.coin ' tl CONTACT: DEVIN KOOPMAN ♦ i u�A, p ..: E-MAIL: DKOOPMAN@PERLO.BIZ 00 A 2992 ROBERT C. THOMPSON ; Ql, ; --;� 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE PORTLAND,OREGON_ � -- f ' y NEW BREAKROOM: 1,253 SF OF 00 FURRED EXTERIOR WALLS IN THIS SPACE WILL HAVE A MINIMUM U-VALUE OF 0.13. SEE COMCHECK FORM SUBMITTED WITH PERMIT WAREHOUSE: 162,757 SF � - © GROUP MACKENZIE 2013 NO CHANGE TO CONDITIONING/NO MODIFICATIONS TO EXT. WALLS ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE FULL HEIGHT WALLS SW USED OR REPRODUCED IN ANY MANNER, PER STATEWIDE CODE INTERPRETATION DATED FEBRUARY 2011, A FULL ' CENTER WITHOUT PRIOR WRITTEN PERMISSION HEIGHT WALL WITH R-13 BATT INSULATION MEETS 2010 OEESC ENERGY — — - CODE REQUIREMENT WHEN AIR SPACE BETWEEN WALL AND EXTERIOR REVISIONS: WALL IS TAKEN INTO ACCOUNT. R-19 BATT INSULATION — _ o REV IS PROVIDED (SEE 1/A8.1). _ _ WW THIISIs[oNs SA CL SING ETEA W o SHEET I i Pro ect Site Map,1 NOT TO SCALE 1 05 5 Y Vancouver L� K i � SHEET TITLE: FAIN Mizm , INTERIOR WORK ONLY TITLE SHEET 30 PortlandNO EXTERIOR SITE MODIFICAITONS THIS PERMIT 84 qo5 CITY OF TIGARD 26 GE Pbwd Blvd PP�ed .. . .P2D....[t-� Conditionally Approved..............[to j See Letter to:Follow.................. [ j 29ss a 'h-e�d................[ C3-C u�waucb Permit � j E DRAWN BY: ELJ Address T%Wd S" 224 BY: _Date: 13 CHECKED BY: RCT 99 Za Approved plans SHEET: 5 shall be on job site Tualatin Lake Oawepo Clackamas OFFICE COPY T1 .0 Vicinity Map - . . . NOT TO SCALE JOB NO. 2130079.00 1. WAREHOUSE PERMIT SUBMITTAL - 4/18/13 213007900\ARCH\EARLY PERMIT\079EP-!Tl-O.DWG ELJ 04/18/13 11:13 1:1.00 BUILDING CODE DATA r- if ® ® l ; BASED ON THE 2010 OREGON STRUCTURAL SPECIALTY CODE µ (00 n Y ' CONSTRUCTION TYPE: III-B PER :TABLE 721.2.1.1, A 5 THICK CONCRETE WALL HAS A 2-HR FIRE RATING. BUILDING HAS 5)6CONCRETE TILT WALLS ® � ONE STORY \ I L FIRE PROTECTION: FULLY SPRINKLERED THROUGHOUT OCCUPANCY. S-1 (WAREHOUSE), F-1 (LIGHT MANUFACTURING), B (OFFICE) THE BUILDING AREA HAS BEEN CALCULATED BASED ON NON-SEPARATED USES SECTION 507.7 . < \ \ \ \ \ \\ \ 1- CODE SECTION CHAP.3 100411 1004.71 1005 10142 E XCE Ivr1ON 1 101521 1016 1015 9 � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ AREA DI3CE3fP'i'fON OCC. LOAD FLOOR OCCUPANTS GREGREES WIDTHCOLWON 0OMuloN MIN EXIT MAX TRAVEL Extrs EXITS \ \ \ \ \ \ \ FACTOR AREA LOAD WIDTH WIDTH PROVIDED PATH PATH EXIT DISTANCE TRAVEL DISTANCE REO'D PROVIDED x.. ;, ";'.mi -. f ,t., ;. N'S ._. r..;3.. _ g> - ,5 eta ..'9 k : fi . I'_'Ly., u'-> ♦ 9 .r FACTOR REO'D PROVE DISTANCE V®ED DISTANCE PROVIDED FIST FLOOR 8 � r \ STORAGE S-1 500 31 040 SF 62 .2 13" 192" 100'-0" ' 100 -0NIA* 86 -10" 100'-0" 250'-0" 165'-0"100 -0250 -0165 -02 6 \ A_- \ \ \ \ \ \ \ PRODUCTION** F-1 100 5,953 SF 60 .2 12" 192" 100'-0" NIA* 36'-2" 56'-0" 250'-0" 80'-0" 2 4 � o\ \ REPAIR F 1 100 2 902 SF 29 .2 6 192 100 0 N A* 39 4 116 0 250 0 157 0 1 4 \ o m 0 TOILETS BREAK+ B 100 1,641 SF 16 .2 3" 64" 100'-0" 71'-0" 47'-6" 75'-0" 300'-0" 125'-0" 1 2 `� 0 C9 10 0 � FUTURE OFFICE** B 1 100 1 7,240 SF 72 1 .2 15" 96" 100'-0" 57'-0" 47'-6" 75'-0" 300'-0" 105'-0" 2 3 MEZZANINE OFFICE B 100 2,594 SF 26 .2 6" 64" 100,—o" 38'-0" 25' 10" 68'-0" 300'-0" 120'-0" 1 2 Client \ \ \ \ V \ \ V MMING TOTAL 51,370 SF 266 45» 384» \ \ \ V A * COMMON PATH NON—EXISTANT, ALL LOCATIONS HAVE CHOICE OF TWO DIRECTIONS + INCLUDES 745 SF BREAK ROOM. PER SECTION 303.1, EXCEPTION 3, THIS SPACE IS CONSIDERED B OCCUPANCY \ \ \ \ **PERIMETER WALL CONSTRUCTION ONLY UNDER THIS PERMIT. FULL BUILD—OUT BY FUTURE PERMIT \ \ A \ \ \ \ ALLOWABLE AREA FIRE PROTECTION SYSTEMS (CHPT 9) ALLOWABLE FLOOR AREA- 57,000 SF PER FLOOR TWO STORIES ALLOWED SMOKEVEN TS REQUIRED (FIRE CODE, TABLE 2306.2) \ \ V \ \\ SEE ALLOWABLE AREA CALCULATIONS SEE SHEET A2.5 FOR ADDITIONAL INFORMATION \ \ \ �`\ ♦� - \ \ -,y BASED ON F-1 OCCUPANCY DRAFT CURTAINS NOT REQUIRED (FIRE CODE \ \ \ \ TABLE 2306.2) \ \ \ FIRST FLOOR AREA-. 48,776 SF NAVE AREAS Z594 SF FIRE SPRINKLER SYSTEM FULLY SPRINKLERED \ \ \ \ \ TOTAL BLLDW AREA-51,370 SF FIRE PROTECTION SYSTEMS (CHPT 9) ALLOWABLE AREA-cALc�..ATION - FUTURE OFFICE PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED THROUGHOUT (OSSC 906.1) \ V \ \ \ PTEI WALL F-1 OCCUPANCY . TYPE III_B CONSTRUCTION: \ \ V A \ A\ \ - ONLY- - QUICK-RESPONSE SPRINKLER HEADS WILL BE PROVIDED IN I \ \ V \ \ V \ FULL BLLD-OUT BY Aa-At + (At*If) + (At*Is) - OFFICE AREA. PER IFC SECTION 906.1.1, EXCEPTION, \ \ FVnJRE PEfI�T Aa=12,000 + 12,000*0.75 + 12,000*3 Aa-12,000+9,000+24,000 ( ) ( ) - FIRE EXTINGUISHERS ARE NOT REQUIRED IN B OCCUPANCIES Aa 57,000 SF WHERE QUICK-RESPONSE HEADS ARE PROVIDED. FIRE 4*P.ate . y .: r OR \ ( If= (F/P-0.25)*(W/30) MIN 50 FT YARDS ON ALL SIDES EXTINGUISHERS ARE PROVIDED IN MANUFACTURING AND \ - \ I = 901 901 - 0.25 * 30 30 = .75 Project � f ( / ) ( / ) STORAGE AREAS (F & S OCC) PER FIRE CODE 906.3. LaCIe TENANT v I _ FIRE ALARM AND DETECTION SYSTEMS REQUIRED. (OSSC 907) Is= 3 (BUILDING IS FULLY SPRINKLERED) — MANUAL FIRE ALARM BOXES NOT REQUIRED WHERE BUILDING IMPROVEMENT IS EQUIPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND THE ALARM NOTIFICATION APPLIANCE WILL OCb z ACTIVATE UPON SPRINKLER WATER FLOW (OSSC 907) FIRE SPRINKLER SYSTEM TO BE ELECTRONICALLY SUPERVISED 7555 SW TECH CENTER DR BY AN APPROVED OFF—SITE CENTRAL STATION (IFC 903.4) MARD, OR _______� CHAPTER 10 - MEANS OF EGRESS r r 1 iL� V \ \ \ I Ell �' I ! it � ��✓�'' �� -�. a_:A X111 Ell �1 I I �r� Ilr� I SECTION 1006- MEANS OF EGRESS ILLUMINATION SECTION IOU- EXIT SiGIV.S A � \ \ \ u��� �'; �y___ —,y ��- ..- . 2992 �' PROVIDE MEANS OF EGRESS ILLUMINATION AT A MINIMUM OF ROBERT C. THOMPSON PROVIDE EXIT SIGNAGE TO MEET SECTION 1011.1 — C' ONE FOOT-CANDLE AT PATH OF EGRESS TO MEET SECTION 1006. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION =r_y _, EXTEND TO 5'-0" OUTSIDE EGRESS DOORS. ® � PORTLAND,OREGON At SECTION V,12- HANDRAILS + SECTION 1013-GUARDS EMERGENCY POWER LIGHTING REQUIRED THROUGHOUT PERV'�� 00 o I II OSSC 1006.2 OF ® ® 0 PROVIDE: GUARDS PROVIDED TO MEET SECTION 1013 -EMERGENCY POWER FOR MINIMUM 90 MINUTES. HANDRAILS PROVIDED TO MEET SECTION 1012 (BATTERY BACK-UP) SEE A7.1-7.3 FOR DETAILS GROUP MACKENZIE 2013 —AVERAGE INITIAL ILLUMINATION OF 1 FOOT— © ALL RIGHTS RESERVED CANDLE (11 LUX) SECTION 1014- EXIT ACCESS THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE —MINIMUM ILLUMINATION AT ANY POINT OF 0.1 USED OR REPRODUCED 1N ANY MANNER, FOOT—CANDLE (1 LUX) ALL SPACES EXIT DIRECTLY TO THE EXTERIOR, THROUGH AN ENTRY WITHOUT PRIOR WRITTEN PERMISSION —MAXIMUM TO MINIMUM UNIFORMITY RATIO OF FOYER OR THROUGH AN INTERVENING ROOM (SECTION 1014.2) CODE ANALYSIS FLAN FIRST FLOOR40REVISIONS: TO 1, MAXIMUM —SEE FLOOR PLANS FOR PATH SECTION 1016- EXIST ACCESS TRAVEL DISTANCE (nI REVISIONS REVISION DELTA uJ o SIEET CLOSING DATE SECTION 1008- DOORS, GATES, AND TURNSTILES -PER SECTION 1016.1, EXCEPTION 4 STAIRS ARE ALLOWED TO REMAIN UNENCLOSED. SEE CHART FOR TRAVEL DISTANCE INFORMATION LEGEND RATED, SIZED AND HARDWARE PROVIDED TO MEET SECTION 1008 - SEE INDIVIDUAL FLOOR PLANS AND SPECIFICATIONS. SECTION 1020- EXITS SECTION 1009- STAIRWAYS COMPONENTS AND OPENINGS ARE SHOWN ON THIS SHEET, INDIVIDUAL ® MAX TRAVEL PATH FLOOR PLANS, AND IN THE SPECIFICATIONS B OCCUPANCY -RISE, RUN, LANDING AND ALL OTHER COMPONENTS OF STAIR TO -————- COMMON PATH MEET 1009. SEE INDIVIDUAL FLOOR PLANS AND SPECIFICATIONS SECTION 1027- EXIT DISC1-IARGE ' 44" EGRESS PATH —STAIR WIDTH NOT LESS THAN 44" OR AS SPECIFIED BY 1005.1. 10 a 26 OCCS ON 2ND FLOOR/ 2 STAIRS = 13 OCCS PER STAIR ALL EXITS DISCHARGE AT THE GROUND LEVEL — SEE SITE PLANS SHEET TITLE: ON—STRU RAL 13x0.3 = 4". — STAIRS TO BE MIN 44" WIDE, SEE \ S-1 OCCUPANCY INDIVIDUAL PLANS FOR ADDITIONAL INFORMATION ® FIRE EXTINGUISHER LOCATION \ DEMOLITION ON INDIVIDUAL ® LIGHTED EXIT SIGN LOCATION I ANALYSIS EXIT LOCATION F-1 OCCUPANCY PLUMBING FIXTURE CALCS (TABLE 2902.1) i Ll u u LOAD WATER CLOSETS LAVATORIES GENERAL NOTES USE AREA FACTOR OCCUPANTS MEN WOMEN MEN WOMEN REQUIRED: 3 3 2 2 DRAWN BY: ELJ OFFICE 11,475 S.F. 200 57 PROVIDED: 1 8* 7** 1 4 5 A. SEE INDIVIDUAL FLOOR PLANS FOR ADDITIONAL INFORMATION V c CHECKED BY: RCT B. THIS ANALYSIS WAS BASED ON THE 2010 OREGON STRUCTURAL SPECIALTY CODE Z EXISTING MEZZANINE STORAGE 31,040 S.F. 5000 7 BASED ON (69) F OCCUPANTS (MOST RESTRICTIVE) PROD/REPAIR 8,855 S.F. 2000 5 SHEET: C. AUTOMATIC SPRINKLER SYSTEMS BY DEFFERRED SUBMITTAL T11 1/16"=1'-0" * INCLUDES (4) URINALS PER OSSC 2901 AND D. SEE ELECTRICAL DRAWINGS FOR EXIT LIGHTING. TOTAL: 69 (1) UNISEX RESTROOM. E. ALL RATED WALLS EXTEND FROM FLOOR TO STRUCTURE ABOVE. ** INCLUDES (2) UNISEX RESTROOMS F. SEE PLANS AND DETAILS FOR PARTITION TYPE AND CONSTRUCTION. NOTE: Ti 'l G. EXTERIOR DOORS TO INCLUDE EGRESS HARDWARE PER CHAPTER 10. 1) ROOM TYPE DESIGNATIONS ARE PER ROOM FOR PLUMBING CALCULATIONS AND DO NOT REFLECT OVERALL OCCUPANCY DETERMINATION. 2) 2902.3.2 STATES THAT UNISEX RESTROOMS MAY BE PROVIDED IN SATISFYING THE TOTAL NUMBER OF REQUIRED FIXTURES 3) PROVIDE PERMANENT SIGNS THAT IDENTIFY ROOMS AND SPACES TO COMPLY WITH OSSC SECTION JOB N0. 1108.4.12.2. AND 1109.15.5 2130079.00 WAREHOUSE PERMIT SUBMITTAL - 4/18/13 213007900\ARCH\EARLY PERM IT\079-1T1-1.DWG ELJ 04/18/13 09:47 1:192.00 1 23 4 5 6 7 241'-0" 1'-0" 24'-0" 24.-0" 241-0" 24'-0" 24'-0" 24'-0" 241-0" 24,-0" 24'-0" 24,-0" GENERAL NOTES � O A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT o g I I I I 1 I i OF ANY DISCREPANCIES PRIOR TO START OF WORK. DO NOT 6 6 5 4 DISTURB OR DAMAGE ELEMENTS WHICH COMPRISE THE 3 BUILDING SHELL STRUCTURE. B. REMOVE EXISTING PLUMBING WHERE INDICATED, INCLUDING00 a UNDER-SLAB PIPING AS REQUIRED TO AVOID UNNECESSARY CLEAN-OUTS OR CAP PLATES. PLUMBING DESIGNER TO ® o DYE -- y- - `d I;r` _ _125M. ---I VERIFY. 1S r C. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW07, ® � I �23B WORK TO NEW CONDITION. PRODUCTION j 2 11 00 L() I! � � 9 3 , _11 KEYNOTES ° � � � � � << 1 FUTURE PRODUCTION O125H _ ! NO IMPROVEMENTS << ' 1. EXISTING COLUMN TO REMAIN , Client ' 1 TYP g ` THIS PERMIT 2. NEW FULL HEIGHT WALL, SEE DETAIL 7/A8.1 °Q o0 123C 3. NEW 3'x7' HM INSULATED MAN DOOR AT 100'-0" O.C. MAX I I _ FOR FIRE ACCESS PER 2010 OREGON FIRE CODE SECTION g - o o a o `° - _ _ .� x_=3— WAREHOUSE __- B �� _- � -- � , ;} 2306.6.1 4. NEW CONCRETE EGRESS STAIR 5. EXISTING 3'x7' MAN DOOR TO REMAIN •'� � I !! 6. EXISTING DOCK DOOR TO REMAIN . 7. EXISTING O.H. DRIVE IN DOOR TO REMAIN o .; O 8. DEMOLISH/INFILL EXISTING FLOOR DRAINS �. 123D o j � it Ln 1188 `t WAREHOUSE 124A 122 8 8 o O o i 125 ( r a � Cp O i< O ' % ✓ I i i I ' I Cp C - p o 0 0 0 0 - I 1 6 15 6 119 0 C ;s r- 121 — i ! 1i _ O Project 1 � � 3i co rn RACKING BY TENANT - � � 120 i N BY FUTURE PERMIT 1248 Q 1101191 � LaCie TENANT IMPROVEMENT o 23, 6 „ A5.1 ! o V) i "� 3 ;� REPAIR �" 3 �_0 » #� 7 STrIARD' R CENTER DR 124; i 381-311 , 4 125G FUTURE OFFICE ! { E NO IMPROVEMENTS t Il THIS PERMIT I � 2992 p - o 13 0 0 0 - i ¢ o o - D ROBERT CCC.THOMPSON i ! � � 1 FUTURE REP IR/MAN I { 0 IMPROVEMENTS # 11 5 HIS PERMIT --------------------- I I II PORTLAND,OREGON OF 0 4 -____- 1 rn ° �r OI r r 1 I`� :ri i I a, n II ,, � to © GROUP MACKENZIE 2013 11 1 I LL 1 I it_1! �`���� � qr� urs 11 � ALL RIGHTS RESERVED �— �7 r--1r---�r�� �� I I � III � i!1 I - I-or � � y THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE _ _�_�L1� t (;' '/ USED OR REPRODUCED IN ANY MANNER, ' •�I�,• �; 1 I 1 I I I I I i It --' WITHOUT PRIOR WRITTEN PERMISSION 00 124C --- - �- - I 5 REVISIONS: 125E o P., If4' I II ii, E 2< REVISIONS REVISION DELTA i€ s I I 11 ! - ® I ! I 1 Il I€� ca ww THIS CLOSING DATE f _ Ifs+,+.....,.}---...__s.-.........a..m....»�^.,.....a...,..,w......:. i L ._,..a....s..:..s.:a.....,_ .,.*�.c=.r,.,.....w....a.w.�:�=3 5 L :. _ F 3 ---- ------- ----- 6 6 5 7 7 1 I I I I I 5 A2.1 I I 1'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 241' 0" SHEET TITLE: 1 < 2 3 <3> 5 6 7 8 9 10 11 - OVERALL FLOOR PLAN 1 FIRST FLOOR FLAN _. A2.0 1/16"=1'-0" DRAWN BY: ELJ LEEN® CHECKED BY: RCT SHEET: ® 9'x10' OH DOCK DOOR NEW FULL HEIGHT OFFICE/WAREHOUSE WALL Q SEE DETAIL 7/A8.1 DRIVE-IN DOOR NEW TOILET ROOM WALL, SEE DETAIL 9/A8.1 CONCRETE TILT PANEL W/FURRING, SEE 11/8.1 NEW PLUMBING WALL, SEE DETAIL 1/A8.1 A2,0 . 5ase�„_s..—eaasavis„,'a,,,,snvana"e:nt EXISTING BEARING WALL TO REMAIN - EXISTING WALL TO REMAIN JOB No. 2130079.00 PERMIT SUBMITTAL - 4/18/13 213007900\ARCH\EARLY PERM IT\079EP-A2-0.0WG ELJ 04/18/13 10:35 1:192.00 1,_ 14'-6"t LEGEND g CER 2 TYP. `V U� g_y=====__� -' .g �A$��F�»ma± EXISTING BEARING WALL TO REMAIN 61 TYP. ---�- - - - --- - EXISTING WALL TO REMAIN �_______________ WORK TO BE DEMOLISHED iI I I - ------------- .;> -- I7ITII000/.I/I7I117 r� � � Cl �/ II II to •� � � � � Ir--- / U I I . I1 9 10 ; �, ii 3 GENERAL NOTES r g ED 0 >� II r==== 11 i 1 I II i� te_=b__z''ul_ J_ L_ _ � DD_Il1TQ� I �� i ii; - A. VERIFY ALL CONDITIONS PRIOR TO DEMOLITION. DO NOT ® l�M ® < IIL_ , �I I II II I� II(11I I I II 4 DISTURB OR DAMAGE ELEMENTS WHICH COMPRISE THE E- O 03 I: L 3I L7 i J LJ L BUILDING SHELL STRUCTURE.'00v Cm fB. REMOVE EXISTING PLUMBING WHERE INDICATED, INCLUDING o JL__L _ TO EM IN 4� _____'- -______---- 6—' -4 -• UNDER—SLAB PIPING AS REQUIRED TO AVOID UNNECESSARY a W 00 I i1 1 1 1 1 1 1 — (D 5c CLEAN—OUTS OR CAP PLATES. PLUMBING DESIGNER TO VERIFY. ---' C. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW Client NEW WORK TO NEW CONDITION. O ii i i .I 11 2 II I if I II t I GO i 9 11 T-1 KEYNOTES 4 ' II 3 1. EXISTING COLUMN TO REMAIN. _--- ---. L_ __ _ _ __r__--_ �_ ��==°�" �.=.:�==.-. 2. EXISTING BEARING WALL TO REMAIN. F 3. EXISTING STOREFRONT WINDOW TO REMAIN. 4. EXISTING 3'x7' HM DOOR TO REMAIN. 5. EXISTING STOREFRONT DOOR TO REMAIN. 5 3 TYP. 6. EXISTING ELECTRICAL GEAR TO REMAIN. 7. EXISTING SINK TO BE REMOVED. 8. EXISTING TOILET TO BE REMOVED. I I I 9. REMOVE EXISTING INTERIOR WALLS AS INDICATED. 10. REMOVE EXISTING CMU VAULT AND CONCRETE LID. 24'-0" 9" 17'-3" 6'-0" 17'—O" 7'-0" 24'-0" 11 11. REMOVE EXISTING STAIR (TREADS AND RISERS). 72'-0" 12. REMOVE EXISTING URINAL. '0113. ENLARGE EXISTING STAIR OPENING AS INDICATED. SEE Project STRUCTURAL. LaCie TENANT 14. REMOVE EXISTING RELITE AND INFILL OPENING. IMPROVEMENT 8 8. 18.8 9 9.7 10 1 1 > > 7555 SW TECH CENTER DR TIGARD, OR 1 FIRST FLOOR DEMO PLAIN' 'ti►� 2992 N� ROBERT C. THOMPSON QTyp PORTLAND,OREGON r-- ' II 8 I I VO II i I A ?.,a ,g ii�tnssw�e a.?L9.ri.+�.".:..vim P:.''�i x. a+----------------� :.- p+ssz. a D.5 2 ---- i '� DIIlIQQQ/LIlDI7 I- 4 I' _ {I / I ID I I / II II ---- I �/ I 12 JJI I ,/ II u 0 i i i `�� © GROUP MACKENZIE 2013 I�=== 14 1 1 ,� ��`i i lil �� ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF _L __b '1_2_11__� � �Ddd�� I �I i � II i � GROUP MACKENZIE AND ARE NOT TO BE I�L_ - r �r ,f___ _ �i�,,r J i� i �� i �� 11 M USED OR REPRODUCED IN ANY MANNER, c�`> i I I I t ,� I� I I r, I I 11 I WITHOUT PRIOR WRITTEN PERMISSION IiU_JJi L� L______ "4a ,,3�J __ 00 REVISIONS: U2)¢ REVISIONS REVISION DELTA ilLil SHEET --- - �1 9 ryo THIS CLOSING DATE l 5?-0" r T==� k '•usw sc » a»c »rq a e — D.V CLEAR I 1 / III I I I i t III I I I I 1 I it © I it I I I (o 1 +— I SHEET TITLE: OFFICE 3 DEMOLITION PLAN TYP. I 24'-0" 91 17'-3" 6'-0" 17'-0" 7'-0" 24'-0" 72'-0" DRAWN BY: ELJ CHECKED BY. RCT 8 8. 1 <0> 9 9.7 10 11 SHEET: A2,1 Nh- r2 MEZZANINE DEMO PLAN A2.1) 1/8 =1'—O" JOB NO. 2130079.00 WAREHOUSE PERMIT SUBMITTAL - 4/13/13 213007900\ARCH\EARLY PERM IT\079EP-A2-I.DWG SWH 04/18/13 09:17 1:96.00 < < <2 34 5 6 7 8 � � 1 241'-0" � 1'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" GENERAL. NOTES 0 ® �' A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT I I I I OF ANY DISCREPANCIES PRIOR TO START OF WORK. DO NOT DISTURB OR DAMAGE ELEMENTS WHICH COMPRISE THE BUILDING SHELL STRUCTURE, 00 2 B. PROVIDE 100% SPRINKLERING THROUGHOUT IN ACCORDANCE TY WITH THE LATEST EDITION OF NFPA 1300 Q TT _. Q C. PROVIDE MECHANICAL VENTIALATION AS REQUIRED BY 2010 I ; __. ..__ _ _...__ _- T _ �.o �r I OREGON STRUCTURAL SPECIALTY CODE. i g � a � I KEYNOTES 00 W '0j \ ' 20 w - 0 a cm x; x � x X 1. EXISTING COLUMN TO REMAIN. 0 Cm LO . � 2. EXISTING 2x4 SUBPURLINS TO REMAIN. W 00 3. EXISTING SKYLIGHT TO REMAIN. 0- 0 4 4 4 3 4. EXISTING SKYLIGHT TO BE REPLACED WITH SMOKEVENT. PROVIDE ADDITIONAL FRAMING PER 8/A8.2 Client 5. NEW 4'x8' SMOKEVENT, SEE DETAIL 1/A8.1 g EL _ x SMOKE V NOTES CALCULATIONS BASE ON TYPE N COMMODMES s SMOKEVENTS { 0 REQUIRED SMOKEVENT RATIO: 1: 75 Ay XSTORAGE AREA (S-1):(HIGH-PILED STORAGE) 31,040 SF I _ f _ _ _ _ _ j _ _ _ LO REQUIRED SMOKEVENT AREA: 414 SF - .._ ( REQUIRED NUMBER OF SMOKEVENTS: 13 VENTS 4 4 4 - BASED ON 4'x8' UNITS (32 SF) PROVIDED SMOKEVENTS: 13 VENTS o � &4u _ _ _ _ SMOKEVENTS NOT REQUIRED IN F-1 MANUFACTURING AREAS PER SECTION 910.2.1 (UNDER 50,000 SF IN AREA) DRAFT CURTAINS NOT REQUIRED PER 2010 OREGON FIRE CODE TABLE 2306.2 Project LaCie TENANT IMPROVEMENT X1 x x X x 7555 SW TECH CENTER DR 4 4 5 3 MUM, OR 92 ROBERT C�THOMPSON I x y PORTLAND,OREGON OF 0' C) X x x 11 x Io IV ii to GROUP MACKENZIE 201 4 4 4 ! © ALL RIGHTS RESERVED -- — - - -- --�-- — _ _ — - — — — — - THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z REVISIONS REVISION DELTA (p S THIS CLOSING DATE Luo SHEET F — I I I I 24'-0" 24'-0" 24'-0" 24'—O" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 241' O" SHEET TITLE: 1 < 3 <4> 5 < 6 > < 7 > < 8 <3> 10 11 OVERALL ROOF PLAN 1 OVERALL ROOF— PLAN A2.2 DRAWN BY: ELJ LEGEND CHECKED BY: RCT SHEET: EXISTING WALL TO REMAIN NEW FULL HEIGHT OFFICE/WAREHOUSE WALL SEE DETAIL 7/A8.1 A2.2 X EXISTING SKYLIGHT JOB NO. 2130079.00 WAREHOUSE PERMIT SUBMITTAL - 4/18/13 213007900\ARCH\EARLY PERMIT\079EP-A2-2.DWG SWH 04/18/13 10:07 1:192.00 g � � A BC EF >� G;STRONGBACKS ON INSIDE FACE OF PANEL, TYPICAL ® =p e � ® ate q= 0 vc ���� `�� N p ����� I tYW 00 9 � -- - - - ..._ _- - -_._. — __ - _$ 1 Client 10'-10" '-4' 10'-10" 10'-10" '-4' 10'-10" R.O. R.O. 25'_p„ 25'—p„ 1 WEST ELEVATION - NEW OPENINGS A►3.1 1/8"=1'-o" 1 2 3 4 5 9 8 7 6 5 Project LaCie TENANT 4 IMPROVEMENT 7555 SW TECH CENTER DR 2 TIGARD, OR i 2 � C' --------------- 2992 --------------- ROBERT C. THONIPSON ---------------- ----------------- ----------------------------- 1 •� ( w P9RTIAND,OREGON I �� NO t-----___� _-- --- --------- ----- N O �;` ►. (_(_ _ --s- __ ----------- --- �, 1 OF � .__ — .._ — — _._.-._. ._. _ �_ _ __ — _ — __ _ — __ _ � _ _ © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED -- -- ---- - - -- -- - - - - - - - - , � -- � � -_ __. _- � - - `— � THESE DRAWINGS ARE THE PROPERTY OF - - GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, '-4' 2'-10" WITHOUT PRIOR WRITTEN PERMISSION 24'_p„ R.O. REVISIONS: Z �< REVISIONS REVISION DELTA 5-1 THIS CLOSING DATE w o SHEET 2 SOUTH ELEVATION - NEW OPENINGS 3 NORTH ELEVATION - NEW OPENINGS ��3. 1/8„=1,-0” A3.1 1/8"=1'-o" SHEET TITLE: ELEVATIONS NEW OPENINGS GENERAL NOTES KEYNOTES A. VERIFY AND CONFIRM ALL CONDITIONS. NOTIFY ARCHITECT 1. SAW CUT NEW OPENING — DO NOT OVER CUT. DRAWN BY: ELJ OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. HSS 5x5x1/4 STRONG BACK. SEE DETAIL 12/A8.1 B. PAINT, PATCH AND REPAIR EXISTING CONDITIONS DAMAGED 3. EXISTING O.H. DOOR TO REMAIN CHECKED BY: RCT BY NEW WORK TO NEW CONDITION. 4. EXISTING DOWNSPOUT C. SAW CUT NEW OPENINGS — DO NOT OVERCUT 5. EXISTING CONCRETE STAIR. SHEET: 6. EXISTING CONCRETE INFILL TO REMAIN. 7. EXISTING STOREFRONT WINDOW TO REMAIN. 8. EXISTING 3'x7' HM DOOR TO REMAIN. 9. STRONGBACK, SEE 12/A8.1 A3.1 Job No. 2130079.00 WAREHOUSE PERMIT SUBMITTAL — 418/13 213007900\ARCH EARLY PERMIT\079EP-A3-I.DWG ELJ 04/18/13 11:13 1:96.00 23'-OJ" >y: 10'-0" 13'-0J" 6'-10" 01 155 -0 1 GENERAL NOTES (a Cm A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. �25 ® I 18 NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. c� -� A �' B. INSULATE ALL UNDER-COUNTER HOT WATER AND WASTE LINES. N 6 0 ( C. PROVIDE R-13 INSULATION AT ALL WALLS AND CEILINGS ! \ D C 15 I AROUND TOILET ROOMS. 00 0 0 a0 TYP ( �r .- WOMEN BREAK ROOM D. SEE DETAIL 9/A8.6 FOR ADDITIONAL INFORMATION ON FIXTURE �i ® �°. TYP 119 co N � 8 ?22 HEIGHTS AND REQUIREMENTS. o b I a l QO p °® 10 2 .2 2 2 I 19 LEGEND q ® � C) Cr 300 3 2 1 � o � 0 � JANITOR OR _i �,_p„ A8.2 A8.2 A8.2 NEW FULL HEIGHT OFFICE/WAREHOUSE WALL c 1 6 1. in U 9 I SEE DETAIL 7/A8.1 � 0. 0 16 o � � m - cI 0 - NEW TOILET ROOM WALL, SEE DETAIL 9/A8.1 °9 €� I ?7 NEW PLUMBING WALL, SEE DETAIL 10/A8.1 i 9 1 Client cC o Q ® 1 ifl �- co _' 3 U LOO 10 HALL 2 �2 KEYNOTES N r -1 6 TYP 118 ® \ _ i F iFi 00 1. EXISTING BUILDING COLUMN TO REMAIN N "`� A o MEN -I �° ® o) 2. FLOOR MOUNTED TOILET. D 1 120 _ o o , , _ _ _ 1 3. ADA ACCESSIBLE FLOOR MOUNTED TOILET. (o ' 8 , / i i ii o `n 4. WALL MOUNTED URINAL. 4 5 5. ADA ACCESSIBLE WALL MOUNTED URINAL. r 4 TYP , 6. ADA ACCESSIBLE LAVATORY. o ' 7. 48" HIGH MIRROR, CENTER ABOVE SINK. I 2'-8" 3'-0" 10" 19 18 8. TOILET PARTITION. _ 9. 36" GRAB BAR, MOUNTED AT 36" AFF ®®®®®®® m®mmi ®®®®®®®®® 10. 42" GRAB BAR, MOUNTED AT 36" AFF. 6'-6" 12'-6" 11. 18" VERTICAL GRAB BAR. 12. TOILET PAPER DISPENSER. 12,_3» 1p'_g "f 13. SANITARY NAPKIN DISPOSAL. 14. SEAT COVER DISPENSER. 23'-0J" 9'-6" 15. HOT WATER HEATER, SEE PLUMBING. 16. MOP SINK, SEE PLUMBING. Project 17. FLOOR DRAIN, SEE PLUMBING. LaCie TENANT 18. 25" PLASTIC LAMINATE COUNTER WITH UPPER AND LOWER IMPROVEMENT i""VROALET AND BREAK ROOM PLANSK`22BREAKi9.ROOM 119 CABINETS, SEE DETAIL 1/A8.2 ADA ACCESSIBLE SINK �5. 1/4"-1'-0" 20. MICROWAVE SHELF, MICROWAVE BY TENANT 7555 SW TECH CENTER DR 4 TMARD, OR A8.2 1 7 TYP _ TYP 8 g � TYP 14 8 �� 2992 5 4 ROBERT C. THOMPSON�' o oo TYP o o •- TYP - ' �- .- PORTLAND,OREGON IN . 4 2 r- 2 ¢� io ca io OF I o T _rp p I i o N 1 © GROUP MACKENZIE 2013 _ N ALL RIGHTS RESERVED „ , » » » , » , » „ 12 ' » 3 THESE DRAWINGS ARE THE PROPERTY OF 3 k6'� 5 -2 39--3" [2'-0 3P-3" 3P-3" 2�_6j„ 7P-4" 3 -0 8 '-6 3#--l" 3' 1" 3' 1" '-6' 7'-6" 51-0" GROUP MACKENZIE AND ARE NOT TO BE CLEAR USED OR REPRODUCED IN ANY MANNER, 3'-3 " 6" ?1'-O " WITHOUT PRIOR WRITTEN PERMISSION 5'-0" lle 3'-3" Ir 11'-0" Ir 10'-3J" 6" 3'-0J" 3'-1" 3'-1" 3'-OJ" 12'-6„ CLEAR REVISIONS: z N< REVISIONS REVISION DELTA A NORTH ELEVATION B EAST ELEVATION C SOUTH ELEVATIOND WEST ELEVATION 5w THIS CLOSING DATE wo s MENS 120 ELEVATIONS F 4 A8.2 � f SHEET TITLE: 7 8 TYP 14 8 1? 10 8 ENLARGED 9 11 RESTROOM o 6 AND BREAK TYP 12 o 6 TYP ROOM PLANS �' 2 2 2 2 + ELEVATIONS o \ o 0 12 0 N U3 V II 0 N DRAWN BY: ELJ IN » , „ 3' 3" 3' 3" 3' 3" 5'-2" '-6' S'-0" 8'-2" 2 -0 3P-0 3 -0 81-2 5 -0 `� CHECKED BY: RCT e 10 '0110'-0" 13'_p „ 5'-01" 3'-3" 3'-3" 3'-3" 3'-3" 5'-0" 13'-2" 13'-2" SHEET: Ile Ir 23'-0J" 23'-0J" NORTH ELEVATION � EAST ELEVATION C SOUTH ELEVATION D WEST ELEVATION 5,1 K4 WOMENS 122 ELEVATIONS JOB NO. 2130079.00 WAREHOUSE PERMIT SUBMITTAL - 4/13/13 213007900\ARCH\EARLY PERMIT\079EP-A5-I.DWG FLJ 04/18/13 10:39 1:48.00 w � --DOUBLE DOME SMOKEVENT Z 7: INTEGRAL FLASHING METAL FLASHING W/SEALANT +0" 0 CD W PER MEMBRANE MANF. INSTRUCTIONS < 2x12 CURB 2 A8.1 MANF. FLASHING +2" FASTENER PER 4'-0 X 8'-0" MOUNTED MANF. INSTRUCTIONS INTERIOR ` a DOUBLE DOME SMOKEVENT HOT AIR WELD z WITH INTERGRAL CURB PER MANF. +0"WITH SOLID GROUT FRAME g a g FLASHING BUILT-UP 2" HIGH CRICKET AT �t�` v X °� ROOFING MIDPOINT OF 8'-0" LONG °� ® < . , SKYLIGHT, TAPERING TO 0 " l H.M. FRAME - ATTACH I 44 AT CORNERS. r TO PANEL 0 w '04 I 0i SECURITY BARS WITH Nkt o o SEALANT " 4" CLEAR MAXIMUM o +0 EXTERIOR 4'-0" CLR. � PROVIDE DOOR DRIP AT HEAD o Client VERIFY W/ SMOKEVENT MFR. SIMPSON LPT4 EA END & MID POINT (3 TOTAL) OF 2x12 " CHAMFER MAXIMUM U-FACTOR 0.60 FOR SMOKEVENT ASSEMBLY. MAX FRAMING PER SECURITY BARS, 4" SOLAR HEAT GAIN COEFFICENT STRUCTURAL CLEAR MAXIMIUM 4'-0" (SH GC) OF 0.40 Ir Ir SM OKE VEN T t- ti X K`1� SMOKEVENT X 2 CRICKET AT SMOKEVENT 3 CRICKET PLAN 4 EXTERIOR DOOR JAMS/HEADLu 3/4" = 1'-0" 3" = 1'-0" � 1/2"=1'-0" 5 3"=1'-0" o A8.1 A8.1 Y A8.1 A8.1 0 6" ANTI—SKID SCORING R-13 BATT INSULATION TRACK BLOCKING W/ 1 1/2" FLANGES. " NOSING 5/8" GYP. BD. SIZE & GAGE TO MATCH STUDS. LOCATE / AT TRUSS GIRDER USE EXISTING TRUSS IN EVERY 4TH SPACE FOR STUDS ® 24" OC, I 18 GA. TRACK / / 2" DEEP TOP TRACK & IN EVERY 6TH SPACE FOR STUDS -HANDRAIL, SEE B .�:8 3 NOSING BAR 16" OC, & ® EACH END OF WALL. / # TO BEAM, PROVIDE 1 " 41-1 0J"± 2'-0" 1'-0" / 1/2" DEFLECTION SPACE i " DIA. STEEL PIPE EXISTING SUB—PURLINS / 350S125-33 METAL STUD LT GAGE STUD Project HANDRAIL, GALVANIZED 2 X SOLID BLOCKING / BRACING AT 4'-0" O.C. LaCie TENANT T MATCH SUBPURLINSIA SHTG PER SPECS IMPROVEMENT 5'-0" 1'-0" 1'-0" 1'-0" 800S162-43 METAL STUDS X x AT 24" O.C. (L/240) 4)L o = x // oI � � z 1" OSE w R-19 BATT INSULATION / / 7555 SW TECH CENTER DR to #3 A T 1 �, _ TICARD, OR _(Am TV. a of z w H : a... : 4 . a v z »' -I I i� #12 SMS AS SHOWN cn ¢ 5/8" GYP. BD. o o: X (ALT.) • v LduJ Q °� SUSPENDED ACOUSTICAL �> . ' 1 ~ CEILING AS OCCURS „ o ... w 16 GAx2 CONT GALV STEEL FLAT STRAP 2992 (2) #5 a: 1 -` < ROB RTC Tf PSON C:. AT BOT. (._ �- WAREHOUSE BOTTOM TRACK TO SLAB NOTES: PORTLAND,OREGON , WITH POWDER DRIVEN 1. INSTALL BRACING ROWS @ 3'-0" OC VERT SP UON. WALL MOUNTED COMPACTED CONC. LANDING PER CIVIL ANCHORS AT 4'-0" O.C. INSTALL STRAP ON SIDE W/ NO SHTG AT HANDRAIL GRANULAR FILL PROVIDE ACOUSTICAL SEALANT 2• UON, OF ®l, BELOW TRACKTYPICAL LOCATIONS WHERE SHTG IS ON ONE SIDE ONLY. , q B INSTALL STRAP ON BOTH SIDES WHERE NO SHTG FINISH FLOOR IS PRESENT. © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED 5 CONCRETE STAIRKiNJYR SEPARATION WALL W THESE DRAWINGS ARE THE PROPERTY OF = 8 STUD WALL LATERAL BRACING N GROUP MACKENZIE AND ARE NOT TO USED OR REPRODUCED IN ANY MANNER, A8.1 1/2"=1'-0" �A&J) AT OFFICE/WAREHOUSE, EXPOSED STRUCTURE 3"=1'-0" A8.1 LOCATIONS W/ NO SHEATHING OR SHEATHING ON ONE SIDE NO SCALE a WITHOUT PRIOR WRITTEN PERMISSION U) o EXTEND TO 6" ABOVE SOUND ATTENUATION REVISIONS: SUSP. CEILING BATT INSULATION, TYP. o TOP TRACK - SEE TYPICAL 600S125-30 METAL STUDS 350S125-30 METAL PARTITION WALL DETAIL �o REVISIONS REVISION DELTA A T 1 -4 0.C. WITH 5-� THIS CLOSING DATE FOR LATERAL BRACING STUD BRACING. W''J SHEET ROOF LINE R-19 BATT INSULATION AT 4'-0" O.C. 5/8" GYP. BOARD FASTEN R-13 BATT INSULATION < TO STUDS WITH TYPE 'S' STICK PIN ASSEMBLY N HSS 5"x5"x1 4" SCREWS AT 8" O.C. AT EXTEND TO STRUCTURE. / PANEL EDGES AND 12" O.C. AT INTERIOR SUPPORTS3/16 TYP BLOCKING 600S125-43 METAL STUDS 5/8" WATER RESISTANT Of V-4" O.C. MAX GYPSUM BOARD AT L 3 112x3 1/2x1/4x0'-4" @ TOILET ROOM SIDE. 4'-0" OC MAX, STAGGERED, 5/8" GYP. BD., EXTEND 6" R-13 BATT INSULATION 8" MIN IN W/ 1/2"ib THREADED ROD OCCURSWAINSCOT AS , 1 MAX 8 W/ SIMPSON SET XP EPDXY ABOVE SUSPENDED CEILING SHEET TITLE: SEE PLAN FACE OF WALL W/ 3 3/8" EMBED W/ TOILET ROOM WHERE OCCURS 350S162-30 STUDS SPECIAL INSPECTION DETAILS i Z. 1 -11 1 » MIRROR. EXTEND FLUSH TO NOTE: BACKSPLASH g PROVIDE SOLID 2x BLOCKING COVED INSIDE CORNER ® rz FOR UPPER CABINETS. PLASTID LAMINATE 1 -2 1,_6„ PLASTIC LAMINATE OVER FACED UPPER CABINETS 3J4" PLYWOOD, USE PL-1 WITH ADJUSTABLE WHERE OCCURS PLASTIC 1'-0" SHELVING AND LAMINATE FACED UPPER CLEA SELF-RIMMING LAVATORY r- CABINETS WITH ADJUSTABLE PLASTIC LAMINATE16 MELAMINE INTERIORS > - > " 0) WHERE OCCURS f J SHELVING AND ALMOND MELAMINE - > Ld w MICROWAVE CABINET 2 BULLNOSE EDGE INTERIORS w �, w �� � � NOTE - PROVIDE SOLID 2x BLOCKING cn w DUPLEX OUTLETS, FOR UPPER CABINETS. = I CENTER IN CAVITY �� 0 0 FIXED LAMINATE SHELF, i M 2x4 FASCIA -� q 0 < 30" AT SIM. CONDTION > CONFIRM SIZE OF MW WITH TENANT ,> . » » COVED INSIDE CORNER _ 6 6 6 2 lo COVED INSIDE CORNER w ' " w "ma__ J ' " .� 2'-1" w 2 -1 CH w COVED INSIDE CORNER 2 -1 w 1 _B FLATBARQ 0 0 4 w PLASTIC LAMINATE ui w ca CQ w PLASTIC LAMINATE COUNTERTOP d cwn PLASTIC LAMINATE o F.B. %" x"2" WITH (3) a COUNTERTOP AND BACKSPLASH COUNTERTOP N % x 1) LAG SCREWS t7W 00 AND BACKSPLASH -------- --- - AND BACKSPLASH ___.___.____. TO 2x4 AT COUNTER AND PLASTIC LAMINATE WRAP ALL EXPOSED PIPE ' PLASTIC LAMINATE (4) 16-0 M.B. THRU STUDS LOCATE F.B. SUPPORTS Client FACED LOWER CABINETS ( ip o PER ADA J o FACED LOWER CABINETS is o ? , » AND DRAWERS WITH I U AND DRAWERS WITH = I r' I AT 3 -0 O.C. MAX. ADJUSTABLE SHELVING N NJu__ N ADJUSTABLE SHELVING N N N OPEN BELOW PER ADA `� AND ALMOND MELAMINE -f- INSULATE DRAIN PIPE AND ALMOND MELAMINE N N AND HOT WATER SUPPLY. INTERIORS INTERIORS KICKSPACE d KICKSPACE d ON ALL EXPOSED SURFACES_44 IN PROVIDE 2x BLOCKING 2'-0" d AT METAL STUDS 4" BASE, TYPICAL 2'-O" 4" BASE, TYPICAL 2'—Q" AND BACKSPLASHES AND DE FASCIA CABINET SECTION N z CABINET SECTION w r3 CABINET SECTION � 4 LAVATORY SECTION W A8.2 1/2" = 1'-0" v A8.2 AT SINK 1/2"=1'-O" ¢ A8.2 WITH MICROWAVE CABINET 1/2" = 1'-O" U A8.2 1 1/2"=1'-0" o U U —CAP FLASHING PIPE OR CONDUIT, TYP. MECHANICAL EQUIPMENT 6" CONT. WOOD BLOCKING LEAD FLASHING BELOW REDWOOD OR PRESSURE TREATED BLOCKING MIN. SQUARE HEAD ROOFING NAILS CONTINUOUS SET IN FLASHING CEMENT AT 10'-0" O.C. MAXIMUM LEAD FLASHING OR HOT ASHPHALT 24 GA. FLASHING WITH DRIP-WIP VENT PIPE CLAMP, SIZED TO Project SOLDER ALL CORNERS. MODIFIED BITUMEN Laam TENANT MEMBRANE FLASHING ALLOW EXPANSION AND IMPROVEMENT PRE-FORMED METAL MECHANICAL CONTRACTION. / EQUIPMENT CURB WITH \ FINISH PLY EXISTING \ / 2001b MAX SKYLIGHT, ROOF z POLYISOCYANURATE INSULATION� \ EXISTING MINERAL SUBPURLIN HATCH, ETC. PER ARCH 0� FILLER / \ \ CAP SHEET / o . . � 7555 SW TECH CENTER DR z \ X � MODIFIED BITUMEN TIGARD, OR MEMBRANE FLASHING \ \ o DBL 2x6 #2 DFL SEAM CAULK \ \ � � / \ EDGE OF OPENING. W/ BUILT UP ROOFING / \ SIMPSON DBL LUS26-2 HANGER. PLYWOOD DECK / / 2992 ✓,.. / \ ROBERT C. TH10,10SON MINERAL SURFACED CAPSHEET BATT INSULATION EXISTING OR ROOF PROTECTION WALKPAD. EXISTING JOIST PLYWOOD SECURE TO BLOCKING. DO NOT �PORTLAND,OREGON�~ 4" FIBER CANT DECK SECURE TO ROOF OR SET 130HEADER IN MASTIC ON ROOF �+ 5'-0" MAX EXISTING EXISTING EXISTING BUILT-UP ROOF INTERPLIES BASE SHEET BEYOND, TYP. © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED MECHANICAL CURB N 6 PLUMBING VENT FLASHINGr71IPE AND CONDUIT SUPPORT c,' 8 PENING IN WOOD ROOF THESE DRAWINGS ARE THE PROPERTY OI NN GROUP MACKENZIE AND ARE NOT TO BE » � » , » 1- " � » I-� ' " IN ANY MANNER, N UWITHOUT OR RPRIOR WRITTEN PERMISSION A8.2 1 1/2 = 1 -0 o A8.2 1 1/2 = 1 -0 wc� A8.2 BLOCKING OPTIONS 3 = 1 -0 o A8.2 3/8 =1 -0 ni I— REVISIONS: z N< REVISIONS REVISION DELTA (wo IS CLOSING DATE s X O O CD < 0 I I DISABLED SEMI-RECESSED TDY ED SEAT COVER DISPENSER &READISALED TS A TOWEL DISPENSER/ BSANIARNAPKINCOVER DISPENSER / WASTE RECEPTACLE TAMPON VENDOR 3'-0" 11. 3'-4" � I 1 -0"2'-0' 1'-0" 3'-6 ' I °' SHEET TITLE: (0 M d- 1'-s" I I I DETAILS GRAB ACRFTAGB BARS DISABLED QBWLL ASIDE WALL ETOSET PROVIDE 7"-9' ELONGATED p RIM NOTE: VERIFY WITH DRAWN BY: ELJ d p ELECTRICAL `j < '00 DRAWINGS CHECKED BY: RCT LO `" SHEET: J DISABLED URINAL -AO-WALLET L SIDE PAPER HOLDER L AND �TOU�LE SWITCHES Q (0`9TOILET ROOM ACCESSORIES AND FIXTURES zA8,2 A8.2 MOUNTING HEIGHTS AND DIMENSIONS 1/4" = 1'-0" JOB NO. 2130079.00 WAREHOUSE PERMIT SUBMITTAL - 4/18/13 213007900\ARCH\EARLY PERM IT\079EP-A8-2.DWG ELJ 04/18/13 09:50 1:1.00 01 00 00 GENERAL REQUIREMENTS: 0751 00 BUILT-UP BITUMINOUS ROOFING 23 00 00 HVAC A. CODES: All construction shall comply with local, state, and federal codes and Standards: Comply with pertinent sections of the National Roofing Contractors A. The design-build HVAC contractor shall furnish and install a complete• and regulations. Association (NRCA) "Roofing and Waterproofing Manual". tem HVAC operative s © � B. Contractor must verify existing job conditions prior to construction. Hot mop-in the new roof penetrations such that the existing roof warranty is o P Ys to meet all local and state codes. �s review. � ® � C. AS-BUILT DRAWINGS: Two (2) sets of "as-built" drawings will be required for all maintained. The patch shall also meet all of the requirements stated in the B. Provide HVAC submittals and plans for Owner plumbing, electrical, HVAC and fire protection work. building shelf specifications. C. All work shall include a one-year parts and labor warranty and a 90-day service contract from the dote of the Notice of Completion. 01 10 QO PROJECT SUMMARY 08 15 16 WOOD DOORS J Standards: Provide doors complying with National Wood Window Door Association 26 00 00 ELECTRICAL < Work: The work under this contract/project is to include all the labor, materials, (NWWDA) Industry Standard I.S. 1-87, Sections I.S.1.1 to I.S.1.7 transportation, equipment, supervision, and services necessary for and reasonably Solid Core Doors: incidental to the completion of all construction work in connection with the drawings A. The electrical work shall be performed on a design-build basis. The design-build Face Veneer: Plain Sliced Maple electrical contractor shall furnish and install a complete and operative electrical a and specifications. Core: Solid Coreazi c) system to meet all local and state codes. Adhesive: Type L ® 0 01 30 00 ADMINISTRATIVE REQUIREMENTS Edge Band: any allowed by standard. B. Provide electrical plans for Owners review. Verification: Verify and confirm all dimensions and conditions shown or implied on the » C. Provide energy compliance code lighting calculations where required by code. drawings and specifications as well as the physical conditions of the site. Notify Glass: 1/4 tempered. D. All lighting and switching shall be per code requirements. the A/E of discrepancies prior to start of work. Provide rated doors and assemblies where indicated. Coordination: Coordinate the .work of all subcontractors to prevent duplication of 32 13 13 SITE CONCRETE effort and to ensure proper sequence of operations. Door Frames: Prefinished "Browntone", TIMELY. GENERAL: All work to conform to ACI Standards `� r- 0 < 0 A. SIDEWALK: Use 3000 psi (at 28 days), .4 thick concrete. � ® O 01 42 19 REGULATORY REQUIREMENTS Relite Frames: Prefinished "Browntone", TIMELY. 6. JOINTS: Align curb, gutter, and sidewalk joints. Provide scored joints at 5 foot intervals, between sidewalks and curbs, and between curbs and pavement, or �� 0 W 0 4 A. CODE CONFORMANCE: All construction and materials shall conform with local, as indicated on plan �i � a 0 r- CM . state, and federal codes, and regulations indcluding ADA requirements. Submittals: Submit doors for review by A/E. �I B. REFERENCES: All references to codes, specifications and standards are intended to C. FINISHING: m be the latest edition, amendment and/or revision of such reference standard in 1. Concrete Apron: Raked finish, perpendicular to direction of travel. W 0 0 effect. 08 36 13 OVERHEAD DOORS 2. Sidewalk Paving: Light broom, perpendicular to direction of travel, troweled and 0 EO -I OL to radiused edge, 1/4 inch radius. STANDARDS: DASMA 102 - American Nation Standard Specifications for C. SPECIAL INSPECTIONS: The following special inspections are required in accordance P 3. Curbs and Gutters: Light broom, parallel to pavement direction. with 2010 Oregon Structural Specialty Code Chapter 17 (Structural Tests and Sectional Overhead Type Doors; Door & Access Systems Manufacturers' g P Client Special Inspections): Association, International. Concrete SHOP DRAWINGS: Indicate opening dimensions and required tolerances, 32 1723.13 PAINTED PAVEMENT MARKINGS connection details, anchorage spacing, hardware locations, and installation Reinforcing steel A. PAINT: MPI No. 97 Latex Traffic Marking Paint, white Welding detailsSubmit B. LINES: Apply two separate coats. 3" wide line, typical Submit manufacturer warranty and ensure forms have been completed in PP Y P yP 01 50 00 TEMPORARY CONTROLS Owner's name and registered with manufacturer. Provide local exhaust ventilation to prevent harmful dispersal of hazardous substances NiANF. QUALIFICATIONS: Company specializing in manufacturing the products into the building environment, to dissipate humidity, to prevent accumulation of dust, specified in this section with minimum three years of documented experience.fumes, vapors, or gases, and to provide air movement for curing installed materials. expSUBCONTRACTORS ARE RESPONSIBLE FOR SUBMITTING, WARRANTY: Correct defective Work within a one year period after Date of Substantial Completion. PAYING AND OBTAINING NECESSARY "TRADE" PERMITS 02 41 00 DEMOLITION Acceptible Manufacturers: (I.E. PLUMBING, MECHANICAL, FIRE ALARM, ELECTRICAL GENERAL: Protect existing structures and elements that are not to be removed. 1. Clopay Building Products Company, Inc: www.clopoycommercial.com AND FIRE PROTECTION) A. VERIFICATION: Verify that conditions are as shown, and report discrepancies to 2. Wayne-Dalton Corporation: www.waynedolton.com Architect prior to starting work. Steel Door Components: B. PATCH AND REPAIR: Patch and repair all existing work damaged by new work to A. Steel Doors: Flush steel, insulated; standard lift operating style with existing condition or new condition, whichever is appropriate. track and hardware; complying with DASMA 102, Commercial opillacation. C. REPLACEMENT: Replace all existing slabs, sidewalks, and paving removed for new 1. Performance: Withstand positive and negative wind loads equal to 1.5 construction. times design wind loads specified by local code without damage or permanent set, when tested in accordance with ASTM E 330, using 10 second duration of maximum load. 03 30 00 CONCRETE 2. Door Nominal Thickness: 2 inches thick. GENERAL: All work to conform to ACI Standards 3. Exterior Finish: Prime paint. Field paint exterior. To match exterior. A. SLAB ON GRADE PATCHING: Saw cut, remove and replace concrete as necessary 4. Interior Finish: Pre-finished with baked enamel of manufacturers to meet the requirements of the new construction. Backfill and compact the standard white color. Chain hoist for 12 foot tall doors Operation: Manual.. . crushed rock to 95% of the dry density, per ASTM D-1557. Provide 1/2" diameter 5. Project by 18" long dowels (embed 8" into slab) at 2'-0" o.c., secure with epoxy. Use B. Door Panels: Flush steel construction; 24 gage outer steel sheet, flat profile, 26 gage inner steel sheet, flat profile; core reinforcement of 16 LaCie TENANT 3,500 psi concrete (at 28 days) for pour back. All trench patching in the gage sheet steel roll formed to channel shape, rabbeted weather joints IMPROVEMENT warehouse area shall have a 1/8 inch radius edge. Prior to pouring concrete, at meeting rails; insulated. stone the existing sawcut edge with an abrasive brick to approximate an 1/8 inch Door Components: radius edge. A. Track: Roll galvanized steel, 0.090 inch thick; 2 inch wide, continuous one piece per side; galvanized steel mounting brackets 1/4 inch thick. B. Hinge and Roller Assemblies: Heavy duty hinges and adjustable roller 7555 SW TECH CENTER DR 03 80 00 CONCRETE SAW CUTTING holders of galvanized steel; floating hardened steel bearing rollers, GENERAL: Verify and confirm all dimensions prior to starting construction. DO NOT located at top and bottom of each panel, each side. PWD, OR OVER CUT THE OPENING. Ease edges of the saw cut to match the chamfers of C. Lift Mechanism: Torsion spring on cross head shaft, with braided adjacent openings. galvanized steel lifting cables. DOOR SCHEDULE 1. For Manual Operation: Requiring maximum exertion of 25 lbs force to 05 12 00 STRUCTURAL STEEL open. D. Sill Weatherstripping: Resilient hollow rubber strip, one piece; fitted to NOMINAL SIZE FRAME DOOR GLAZING GENERAL : Detail, fabricate, and erect complying with the '"Standard Specifications bottom of door panel, full length contact. MARK WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE MAT'L FINISH SIZE REMARKS for the Design Fabrication and Erection of Structural Steel for Buildings" of the E. Jamb Weatherstripping: Roll formed steel section full height of jamb, •> » - , 2992 118A 3 -0 7 -0 1-3/4 HMK FF HM FF NONE - LATCHSET, CLOSER, ACCESS CONTRO American Institute of Steel Construction (RISC). fitted with resilient weatherstripping, placed in moderate contact with ROBERT C.THOMPSON'e' door panels. 1186 3'-O" 7'-0" 1-3/4" HMK FF HM FF NONE - - LATCHSET, CLOSER, ACCESS CONTRO ,..= tw-, Steel Plates, Shapes, and Bar Stock: ASTM A-36 F. Head Weatherstripping: EPDM rubber seal, one piece full length. 119 3'-0" 7'-0" 1-3/4" HMK FF W/SC S T - VP ILATCHSET, CLOSER Round Pipe: ASTM A 53, Type I or S G. Panel Joint Weatherstripping: Neoprene foam seal, one piece full length. 120 3'-0" 7'-O" 1-3/4" HMK FF W/SC S NONE - - PUSH PULL, CLOSER ® PORTLAND,OREGON Square or Rectangular tubing: ASTM A 500, Grade B 46 ks! H. Insulation: Fibrous glass batt, unfaced, bonded to facing. 121 3'-0" 7'-0" 1-3/4" HMK FF W/SC S NONE - - STOREROOM LOCK Bolts: ASTM A 307. 1. R value of 7 or better. » Shop Coat: Roddo Barrier III Rust Inhibitive Primer 3370 Red Oxide. Installation: 122 3 -0 7 -0 1-3/4» HMK FF W/SC S NONE - - PUSH PULL, CLOSER ' 0� A. Install door unit assembly in accordance with manufacturer's instructions. 123B 6'-0" 7'-0" 1-3/4" HMW P HM P NONE - - 2, ACCESS CONTROL 05 50 00 METAL FABRICATIONS B. Anchor assembly to wall construction and building framing without 123C 3'-0" 7'-0" 1-3/4" HMW P HM P NONE - - 2, ACCESS CONTROL distortion or stress. 123D 12'-0" 14'-0" 2" STL P OHI P NONE - - GENERAL: All steel detailed, fabricated, and erected in accordance with AISC manual, C. Secure) brace door tracks suspended from structure. Secure tracks to » GROUP MACKENZIE 2013 latest edition. structural members only. P 124A 3 -0 7'-0" 1-3/4 HMW P HM P NONE - - 3, ACCESS CONTROL © ALL RIGHTS RESERVED Structural and Miscellaneous Metal: D. Fit and align door assembly including hardware. 124B 6'-0" 7'-0" 1-3/4" HMW P HM P NONE - - 2, ACCESS CONTROL THESE DRAWINGS ARE THE PROPERTY OF Steel Plates, Flat Bars, and Structural Sections: ASTM A-36. 124C 6'-0" 7'-0" 1-3/4" HMW P HM P NONE - - 2, ACCESS CONTROL GROUP MACKENZIE AND ARE NOT TO BE Pipe: ASTM A-53, Type E, Grade B. - - USED OR REPRODUCED IN ANY MANNER, P yP 125E 3'-0" 7'-0" 1-3/4" HMW P HM P NONE WITHOUT PRIOR WRITTEN PERMISSION Bolts: ASTM A-307. 08 71 00 FINISH HARDWARE 125G 3'-O" 7'-0" 1-3/4" HMW P HM P NONE - - Tube Sections: ASTM A-501, 46 ksi. General: Provide all hardware for complete door operation. 125H 3'-0" 7'-0" 1-3/4" HMW P HM P NONE - - REVISIONS: Steel to have one shop coat or to be galvanized if noted. Submittal: Submit complete hardware Schedule for A/E review. Butt Hinges: ANSI A156.1 125M 3'-0" 7'-0" 1-3/4" HMW P HM P NONE - - oQ All welds with E70XX electrodes in accordance with AWS Standards by certified Interior doors: A1132 c7� REVISIONS REVISION DELTA 5-1 THIS CLOSING DATE welders; " fillet welds unless noted otherwise. Provide 1/101.134 pair per door ww SHEET A. VERIFY ALL HARDWARE REQUIREMENTS WITH TENANT PRIOR TO START OF CONSTRUCTION. All base plates, bolts, and columns embedded under slab must be coated with Button tops. bituminous paint prior to backfilling with concrete. L.atchsets: (Schloge AL10S Saturn or AL40S or AL50PD) B. VERIFY AND CONFIRM ALL SECURITY REQUIREMENTS WITH TENANT PRIOR TO STAR OF CONSTRUCTION. COORDINATE WITH TENANTS Submit design and shop drawings to A/E for review prior to fabrication. Interior doors: ANSI 156.2 Series 4000; Grade 2 SECURITY VENDOR. Lever handle: AL10S Saturn AL40S Saturn or AL50PD Saturn 06 60 00 WOOD AND PLASTIC Passage Function: AL10S » Privacy Lock Function: AL40S 1. EGRESS ONLY, HARDWARE BY STOREFRONT SUPPLIER. A. CABINETS: Break- room cabinets shall have European style hinges and 4 chrome Entrance/Office Lock Function: AL50PD 2. MANUAL FLUSH BOLT INACTIVE LEAF, STOREROOM LOCK ON ACTIVE LEAF, COORDINATOR, CLOSER, DROP SEAL, WEATHER STRIP. wire pulls. 3. EGRESS ONLY LOCKSET, CLOSER, DROPSEAL, AND WEATHER STRIP B. COUNTERTOPS: Plastic Laminate per schedule. Cabinetry tops shall have a square Push room Lock Function: or Pull front edge with a 4" backsplash, unless otherwise noted. Push/Pull: Ives 8" 8305 Door Pull and 8200 Push Plate C. LAVATORY COUNTERTOPS: The lavatories shall be surface mount on a plastic (:losers: ANSI A156.4, Grade 1, Series CC 02000 Standard cover,. Norton. 8501 with laminate countertop with a 2" bullnosed front edge, a 4" backsplash and a options PT-4C and PT-41). Provide manufacturer's recommended sizes, except for radlused inside corner at the backsplash. parallel arm closers one size larger than manufacturers recommendation. Locate D. MILLWORK: Architectural millwork and cabinetry shall be of a construction quality closers on room side of toilet room doors and warehouse side of SHEET TITLE: equal to that of the architectural Woodwork Institute's (AWI) custom grade for office/warehouse doors. For handicap accessibility, provide closers with options ABBREVIATIONS flush overlay construction. PT-4F and PT-4H. E. PLASTIC LAMINATES: See Finish Schedule Door Stop: Provide wall stops at all doors, unless otherwise noted. AL ALUMINUM HM HOLLOW METAL RB RUBBER BASE T TEMPERED SCHEDULES F SUBMITTALS: Submit shop drawings to A/E for review prior to fabrication. C CONCRETE HMK HOLLOW METAL KNOCKDOWN S STAINED VCT VINYL COMPOSITION TILE AND Finish: 626 (Brushed Chrome) CPT CARPET HMW HOLLOW METAL WELDED SAT SUSPENDED ACOUSTICAL TILE W WOOD SPECIFICATIONS W alls:21 00 BUILDING INSULATION Application: Locate hardware in accordance with DHI-04 and DHI-05. When approved, CS SEALED CONCRETE LIN LINOLEUM SC SOLID CORE WR WATER RESISTANT Wwith sound attenuating fiberglass batt, ASTM C-665, Type I, except in slight variations in locations or dimensions will be permitted. Application in FF FACTORY FINISH P PAINT SF STOREFRONT exposed areas use Class Provide unfaced fiberglass butts at accordance with DHI-02. Attach door control devices for exterior doors such as GYP GYPSUM BOARD PL PLASTIC LAMINATE SV SHEET VINYL office/warehouse wall andd R-13 at the he furred exterior wall. closers and holders to door with thru bolts such as sex bolts and nuts. Ceiling: 6" R-19 ASTM C-655 Type I. Provide above all gypsum board ceilings (No insulation over suspended cielings). Sound Attenuation Batt: 3j" R-11 ASTM C-665, Type I. Provide around all private �1 00 00 FIRE PROTECTION DRAWN BY: ELJ offices, conference rooms, and toilet rooms, typica, and at toilet room ceilingsi. A. The fire protection work shall be performed on a design-build basis. The Roof: Existing under shell contract. design-build fire protection contractor shall furnish and install all modifications to CHECKED BY: RCT the existing fire sprinkler system to meet all applicable local and state code Install vapor barrier to worm side of structure. requirements. Sprinkler heads shall be dropped into all suspended ceiling areas. All exposed insulation to have FS-25 rating. Upgrade of existing system shall conform with a class IV occupancy. SHEET: Vapor barrier permeability. 1 or less. B. Fire sprinkler heads shall be white with white escutcheons, semi-recessed, not centered, on the ceiling tiles. Labeling: Indicate the R-value of each piece of insulation greater than 12" in width, C. The contractor shall include the cost of any hydraulic testing of the fire sprinkler or provide a signed, dated, and posted certificate listing the type, manufacturer, system required by any government agency. and R-value of insuliation installed, in accordance with 2010 Oregon Energy D. Fire extinguishers to be installed per City Fire Code. A9.1 Efficiency Specialty Code. 22 00 00 PLUMBING A. The plumbing contractor shall furnish and install a complete and operative plumbing system to meet all local and state codes. B. Provide plumbing submittals and plans for Owner's review prior to construction. JOB N0. 213t100P1 79.00 WAREHOUSE PERMIT SUBMITTAL - 4/18/13 213007900\ARCH\EARLY PERM IT\079EP-A9-I.DWG SWH 04/18/13 10:14 1:48.00 GENERAL STRUCTURAL NOTES DESIGN CRITERIA FOUNDATION STRUCTURAL WOOD SPECIAL INSPECTION ® � ! ® � 1. GOVERNING BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE. 1. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL IN ACCORDANCE WITH IBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE 1. FOUNDATIONS HAVE BEEN DESIGNED USING THE CONVENTIONAL FRAMING CONFORM TO CHAPTER 23 OF THE IBC. SPECIAL INSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR 2. GRAVITY LOADS: .g PROVISIONS AND 1500 PSF ALLOWABLE SOIL BEARING PRESSURE PER IBC ROOF CH 18 FOUNDATIONS ARE TO BEAR ON NATIVE UNDISTURBED SOIL. 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTING. SPECIAL INSPECTION ® J ROOF LIVE . . . . . . . . . . . . . . . . 20 PSF 2. CONTRACTOR WILL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SPECIFIED TABLES, UNLESS NOTED OTHERWISE: SHALL BE PAID FOR AND PROVIDED BY THE OWNER. SNOW (BUILD-UP IN ACCORDANCE WITH 2009 IBC) 3. EITHER SURFACE, GROUND OR SEEPAGE WATER. ALL ABANDONED FOOTINGS, FRAMING MEMBERS . . . . . . DOUGLAS FIR-LARCH PORTION OF GROUND SNOW LOAD (Pg). . . . . . . . . . . . . . . . . . . . 15 PSF UTILITIES, ETC. THAT INTERFERE WITH NEW TABLE 2308..8 & 9.5 & 10.3 (IBC) FLAT-ROOF SNOW LOAD Pf . . . . . . . . . . . . . . . . . . 25 PSF 4. CONSTRUCTION SHALL BE REMOVED. CONTRACTOR SHALL PROVIDE FOR ITEM PER CHAPTER 17 DESCRIPTION TYPE 0 0) ( ) SHEATHING . TABLE 2304.7 (IBC) ® c�a SNOW EXPOSURE FACTOR (Ce) . . . 1.0 DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORING 3. ALL STRUCTURAL SHEATHING SHALL BE FABRICATED WITH EXTERIOR GLUE w ® 0 0 REQUIRED TO SAFELY RETAIN THE EARTH BANKS 0 SNOW IMPORTANCE FACTOR (I) .1.0 CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR CONSTRUCTION 1. CONCRETE - VERIFY MIX DESIGNS BEING USED' CONTINUOUS w r THERMAL FACTOR (Ct). . . . . . . . . . . . . . . . . . . . . . . . . 1.0 C ® � AND INDUSTRIAL SHEATHING. - PERFORM STRENGTH AND SLUMP FLOOR(S) (UNREDUCED)TYPICAL FLOOR . .50 PSF 4. ALL FRAMING MEMBERS AND SHEATHING SHALL BE GRADE MARKED. TESTS ELS 15 PSF w r ( ) PUF PARTITION LOAD CONCRETE 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES. S '- EXIT FACILITIES AND CORRIDORS . . . . . . . . . 80 PSF (UNREDUCED) STUDS . . . . . . . . . . . . . . . . . . . . . . . . DF-L, STUD OR BETTER 2. BOLTS INSTALLED - ALL WEDGE ANCHORS PERIODIC .® C It 0 3. SEISMIC (PER ASCE 7) 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY PANELIZED ROOF SUBPURLINS . . . . . . . . . . . . DF-L, #2 OR BETTER IN CONCRETE - ALL EPDXY ANCHORS m 00 SEISMIC IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . . . . . . 1.0 AND REVIEWED BY THE ENGINEER. MIX DESIGNS SHALL BE SEALED BY A PLATES . DF-L, #2 OR BETTER - ANCHOR BOLTS � eL- ® 0 v IF r Cm OCCUPANCY CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . II PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT. 6. IBC TABLE 2304.9.1, NAILING SCHEDULE, SHALL GOVERN UNLESS Lu 3. REINFORCING - REINFORCING STEEL PLACEMENT PERIODIC �y_ 700.2 SEC. MAPPED SPECTRAL RESPONSE ACCELERATION (Ss) . . . . 0.942 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. MORE RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. 0 oo 1.0 SEC. MAPPED SPECTRAL RESPONSE ACCELERATION (S1) . . . . 0.356 AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. 7. WHERE LEDGER, SILL PLATES, POSTS, OR STUDS ARE BEARING DIRECTLY ON STEEL IN FOUNDATION AND TILT WALL (D _J 0. to SITE CLASS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND SHALL CONFORM TO CONCRETE OR MASONRY, PROVIDE GRACE VYCOR PLUS BARRIER BETWEEN WOOD PANELS 0.2 SEC. SPECTRAL RESPONSE COEFFICIENTS (SDs) . . . . . . . . . 0.706 ASTM C150. MINIMUM COARSE AGGREGATE SIZE IS 1/2 INCH (1X" FOR S.O.G.) MEMBERS AND CONCRETE OR MASONRY. 1.0 SEC. SPECTRAL RESPONSE COEFFICIENTS (SDI) 0.401 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER 8. BOLT HOLES IN WOOD SHALL BE 1/32- TO 1/16- LARGER THAN THE BOLT, 4. WELDING - ALL FIELD WELDING PER CHAPTER Client ' / / - ALL SHOP WELDING 17, IBC SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . D SEALING THE MIX DESIGN. ADMIXTURES USED TO INCREASE THE WORKABILITY DEPENDING ON BOLT SIZE. BASIC SEISMIC-FORCE RESISTING SYSTEM: OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED 9. BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x MINIMUM CEMENT CONTENT. CALCIUM CHLORIDE SHALL NOT BE USED. DIA. FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. 5. HIGH-STRENGTH - STRUCTURAL STEEL BOLTED PER CHAPTER WOOD SHEAR WALL 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: 10. BOLTS USED IN WOOD SHALL BE A307. BOLTS CONNECTIONS PER IBC 17, IBC DESIGN BASE SHEAR (V) . . . . . . . . . . . . . V = Cs*BUILDING WEIGHT FOOTINGS AND SLAB ON GRADE . . . . . . . . . . . . . . . . . . 3000 PSI 11. PRE-DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING. CHAPTER 22. SEISMIC RESPONSE COEFFICIENT (Cs) . . . . . . . . . . . . . . . . . 0.177 STRUCTURAL SLABS, BEAMS, COLUMNS, AND WALLS. . . . . . . . 3000 PSI 12. EACH GLU-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING RESPONSE MODIFICATION FACTOR (R) • • • • • • • • • 4 CONCRETE FILL OVER METAL DECK . . . . . . . . . . . . . . . . . 3000 PSI NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION 6. WOOD - ALL NAILING AND STRAPPING PERIODIC DIAPHRAGM OF WOOD DIAPHRAGMS ANALYSIS PROCEDURE USED: CONCRETE SLUMP SHALL BE 4 .INCHES +/- 1 INCH CERTIFYING THAT THE MEMBERS MEET THE IBC REQUIREMENTS. SUCH EQUIVALENT LATERAL FORCE PROCEDURE MAXIMUM WEIGHT OF LIGHT-WEIGHT CONCRETE SHALL BE 115 PCF. CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF THE A.P.A. 4. WIND (PER ASCE 7) 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO 13. GLU-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F-V4 (DF-L) 7. WOOD FRAMING - ALL SUB-PURLIN HANGERS PERIODIC BASIC WIND SPEED (3 SECOND GUST). . . . . . . . . . . . . . . . 95 MPH THE LATEST EDITION OF ACI 304R AND PROJECT SPECIFICATIONS. ALL INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON IMPORTANCE FACTOR (I) . . . . . . . . . . . . . . . . . . . . . . . . . 1.0 CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED SHALL BE PLAN. EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . B THOROUGHLY CLEANED. LAITANCE AND STANDING WATER SHALL BE REMOVED. 14. ALL SUSPENDED LOADS FROM SUBPURLINS ARE PROHIBITED WITHOUT PRIOR PRESSURE COEFFICIENTS (PER ASCE 7 - METHOD 1) 6. ALL REINFORCING BARS, WELDED WIRE FABRIC, ANCHOR BOLTS, EMBEDDED APPROVAL FROM ENGINEER. COMPONENTS & CLADDING DESIGN PRESSURE (PER ASCE 7 - METHOD 1) PLATES AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN 15. ALL HANGERS, POST CAPS AND BASES ARE BY SIMPSON OR APPROVED POSITION PRIOR TO PLACING CONCRETE. PROVIDE STANDARD BAR CHAIRS EQUIVALENT. PROVIDE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. BEAMS, JOISTS, POST BASES AND CAPS FOR COLUMNS UNLESS NOTED GENERAL "PULLING-UP" WELDED WIRE FABRIC WITH HOOKS DURING CONCRETE ON PLANS AND DETAILS. PLACEMENT IS NOT PERMITTED. 16. WHERE DIAPHRAGM AND SHEARWALL SHEATHING NAILING IS LESS THAN 3" 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS ON CENTER USE 3x FRAMING' AND STAGGER NAILING PER SHEET S1.1 UON. NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOLLOWS: (SEE ACI 318 SECTION 7.7 FOR CONDITIONS NOT NOTED.) ABBREVIATIONS Project IN EACH SECTION. NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" LaCie TENANT PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. B. CONCRETE EXPOSED TO EARTH OR WEATHER: IMPROVEMENT 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . 2" STRUCTURAL OBSERVATION THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" IN ACCORDANCE W/IBC CH 17 AND AT THE DIRECTION OF THE ENGINEER of AB ANCHOR BOLT ID INSIDE DIMENSION INCONSISTENCIES. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: RECORD THE FOLLOWING ITEMS REQUIRE PERIODIC STRUCTURAL OBSERVATION. ACI AMERICAN CONCRETE INSTITUTE IF INSIDE FACE 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL SLABS, WALLS, JOISTS - #11 BARS AND SMALLER. . . . . . . . . . 3/4" ADD'L ADDITIONAL DRAWINGS. BEAMS, COLUMNS - TIES, STIRRUPS, SPIRALS . 1 1/2" NOTIFY ENGINEER OF RECORD AT LEAST 48 HOURS BEFORE A DESIGNATED WORK INT INTERIOR 7555 SW TECH CENTER DR AFF ABOVE FINISH FLOOR 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST 8. REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 AND SHALL IS TO BE COVE""RED. AISC AMERICAN INSTITUTE OF STEEL IBC INTERNATIONAL BUILDING CODE �, OR EDITION OF THE INTERNATIONAL BUILDING CODE WITH AMENDMENTS. CONFORM TO ASTM A615 OR A706 FOR WELD TYPE REINFORCING STEEL. - CONSTRUCTION LL JOIST LL LIVE LOAD 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: REINFORCING BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR ITEM DESCRIPTION ALT ALTERNATE LONGIT LONGITUDINAL A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY APPROX APPROXIMATE ROCTU�r ARCH'L/ARCH ARCHITECTURAL MATL MATERIAL '� q B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING THE STRUCTURAL ENGINEER. 1. FOUNDATION - REINFORCING STEEL @ AT MAX MAXIMUM ��GD PRn PARTITIONS. 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL B/ BOTTOM OF MB MACHINE BOLT G i N C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD 2. WOOD SHEAR WALLS - NAILING AND STRAPPING OF BLD/BLDG BUILDING MECH MECHANICAL 53, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, D1.4, LATEST EDITION. E70XX ELECTRODES SHALL BE USED IN WELDING WOOD SHEAR WALLS BLK/BLKG BLOCK/BLOCKING MFR MANUFACTURER INSERTS, ETC. A706 REINFORCING BARS TO STRUCTURAL STEEL. P BM BEAM MIN MINIMUM RE ON D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL BOTT BOTTOM N0./# NUMBER SHOWN. CONFORM TO THE RECOMMENDATIONS OF THE LATEST EDITION OF THE BRG BEARING NOM NOMINAL E. FLOOR AND ROOF FINISHES. ACI 315 DETAILING MANUAL. CJ CONTROL JOINT NS NEAR SIDE D. F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. 11. GROUT SHALL BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C1107 STRUCTURAL DEFERRED SUBMITTALS CENTER LINE NTE NOT TO EXCEED EXPIRES: 12 31 14 G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF CLR CLEAR NTS NOT TO SCALE 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE 5000 PSI. PRE GROUTING OF BASE PLATES WILL NOT BE PERMITTED. CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS BEARING THE SEAL OF CMU CONCRETE MASONRY UNIT OC ON CENTER © GROUP MACKENZIE 2013 FOLLOWING: 12. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT TO COL COLUMN ALL RIGHTS RESERVED A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, OD OUTSIDE DIAMETER FOR THE REQUIRED CAMBERS/SLOPES. ARCH BEFORE SUBMITTING TO JURISDICTION FOR REVIEW CONC CONCRETE THESE DRAWINGS ARE THE PROPERTY OF MACKENZIETO B ETC., EXCEPT AS SHOWN OR NOTED. 13. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB AND PERMITTING CONN CONNECTION CONST JT CONSTRUCTION JOINT OF/OSF OUTSIDE FACE OH OPPOSITE HANG USEDPOR EPRODUCEDD INRANYOMANN RE B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, CONTINUOUS OPNG OPENING WITHOUT PRIOR WRITTEN PERMISSION CONT C. CONCRETE INSERTS FOR FIXTURES. UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS ITEM CONT COORDINATE PDA POWER DRIVEN ANCHOR REVISIONS: D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE CTR/CNTR CENTER PJ PANEL JOINT o-REVISIONS BOLTS FOR MOTOR MOUNTS. PROVIDED. * d PENNY (NAILS) R PLATE 5�1S CL SSNG DATE E. SEISMIC BRACING REQUIREMENTS 14. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE 1. CONCRETE MIX DESIGN DBL DOUBLE PLYWD/PLY PLYWOOD �o 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT DBA DEFORMED BAR ANCHOR PS POUR STRIP RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE WHERE SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF 2. ATTACHMENT OF MECHANICAL UNIT TO SUPPORT DC DEMAND CRITICAL WELD PSF POUNDS PER SQUARE FOOT ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY CONDITIONS NOT SHOWN ON THE DRAWINGS. DET/DTL DETAIL PSI POUNDS PER SQUARE INCH OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT *NOTE: CONCRETE MIX DESIGNS) REQUIRE AN ENGINEERS STAMP DF DOUGLAS FIR PT PRESSURE TREATED 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT TILE FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. DIA/0 DIAMETER REF REFERENCE THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF 16. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS-ON-GRADE AS DIAPH DIAPHRAGM REINF REINFORCING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES SHOWN IN TYPICAL DETAILS SO AS TO DIVIDE SLABS INTO APPROXIMATELY DIM DIMENSION REQ/REQ'D REQUIRED NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING RECTANGULAR AREAS NOT OVER 225 SQUARE FEET WITH A RATIO OF LONG DL DEAD LOAD REV REVISION CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, TO SHORT SIDES NOT OVER 1.5 AND SPACING NOT EXCEEDING 15'-0" ON DWG DRAWING SCH/SCHED SCHEDULE BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE CENTER. IN ADDITION, PROVIDE CONTROL JOINTS OFF OF ALL REENTRANT E/ EDGE OF SHTG SHEATHING BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE CORNERS TO INTERSECTION OF CONTROL JOINTS BEYOND. PROVIDE CONTROL EA EACH SIM SIMILAR SHEET TITLE: ITEMS. JOINTS TO CONNECT OFFSET COLUMNS, PITS AND OTHER INTERRUPTIONS TO EF EACH FACE SLRS SEISMIC LOAD RESISTIVE SYSTEM GENERAL 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS THE SLAB. EIFS EXTERIOR INSULATION SP/SPA SPACE(D)(S) UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL STRUCTURAL ENGINEER. ELEV ELEVATION STAGG STAGGERED NOTES SYSTEM SPEC SPECIFICATION 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE T ELECTRICAL STD STANDARD � DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ ELECT NGR ENGINEER STIFF STIFFENER OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. EQ EQUAL T&B TOP AND BOTTOM 11. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL EW EACH WAY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER / TOP OF EXIST EXISTING TTHK THICK(NESS) OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. EXP JT/EJ EXPANSION JOINT TL TOTAL LOAD EXT EXTERIOR TS TUBE STEEL DRAWN BY: VLK F/ FACE OF TYP TYPICAL FB FLAT BAR UON/UNO UNLESS OTHERWISE NOTED CHECKED BY: DBL FIN FINISHED VERT VERTICAL SHEET: FLR FLOOR W/ WITH FND FOUNDATION WD WOOD FTG FOOTING W/0 WITHOUT GA GAUGE GALV GALVANIZED s1 ,0 GLB GLU LAM BEAM HORIZ/HOR HORIZONTAL JOB N0. 2130079.00 WAREHOUSE PERMIT SUBMITTAL - 4 / T13\079-S1-0.DWG DBL 04/18,1313:14 1:1.00