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Plans P2014 00156 F I I I I X S T 103'-I" V W N O LEASE LINE I y V 1 -71/211 1 1/ R 15'-OI Ib'-O6 i-81/2 '7'-1'i 5/411 SEP 15 20 Iy a'ci OiAL. INSPECTION REQUIRE® 1 c1ly IUMU X � 44 State of Oregon structural Specialty Code t�l(� ADJACENT I I Q�UiL�1 �1 � .° a, I I I I I TENANT Concrete and Reinforcing Steel CLs ® Bolts Installed in Concrete L>L IL I I I I I 1771 Special Moment-Resisting Concrete Frame I L TYP TYP 23 23 ® Reinforcing Steel&Prestressing Steel Tendons �✓ 1 A A MILLWORK. SEE BAGKWRAP. SEE A I b 1 A 6 ,�-, I — — FIXTURE PLAN FIXTURE PLAN M-95rtctural Welding A4.1 . � ❑ High-Strenght Bolting �� --, In I C F ` ._. __r_... _... _ __ I I wa _ I € _ -O Reinforced�U2u Concrete di o M - - i COOLER = = = = - N E rN 102'-q 1/4" q u 0 LO 2� 15'-2 5/4" 1/2 00 0 al CL A-7.5 WOOD COOLER —SLATNALL 4� SURROUND SLATNALL SLATNALL ———————————————————— 42 42 45 -145 4,5 . 45 48 48 4e, .45 14& 45 1 Ln —----------------- m 1 II REEM01 NI& x 42 I 8 I I _;moo_ -amp, A-&OX5(b A-52X5& FF-0-0-D-1 A-54X5& CASH1 LL 3r, i__ ° I CASH2 I ISP. 0-48X72 I I I I L DIS . 0 I i i I I m ------ � I I � i � � I B � � � N Y-AB d) A77. m A 2 m fn t! 5. I ; ITRI-LEVELI 0 rn B L------ RY T-SHIRT 4&X4& z 5. A5. 24X TION TRAVEL r*4 C CLR. 5-&OX5(0 5-54X5(o 2&X-T2 I I A0 A5.1 I I I I I I W Ln D ESTI 5LATIIIALL-- /� I 0, 48 48 48 48 48 45 F 48 48 56 45 48 48 495 48 48 5e Lu z 5LATNALL 5LATINALL 5LATNALL 5LATVNqAL —j 0 z Lu 4 z < A 0 /N-01 a. 0 cl:� Lu w 0 LL- A4.1 D-Z 0 FIXTURE PLAN z SCALE: 1/4" = 1'-0" 0 v 0 54" MIN. 42" O.B. 12" , MIN. NEW CRAB BARS 36" G.B. O 4" MIN., 12.\, 22411 1,--NF-kq WATER CLO5F-T---- MI )MIN. V) d) d) -7 C111 c: - m 0 1 4-a Z z 0 Jr 'r cr r*j 0) 5-2 60" MIN. CLR. 0 Ln ch 00 V) m , (j) -a -c 00 ra cn Ln 0- .— 0) In CL --MAPLE LAMINATE L>/, FINISH MILLWORK a REVISIONS: \T/ LANDLORD COMMENTS 7-22-14 d) 1> >—NEV4 DOOR DESIGN REVISIONS 7-23-14 AND FRAME CONSTRUCTION ISSUE 8-14-14 IN PER OWNER 9-11-14 11-4111 ±21-611 11-4 \—INTEORAL SEAL E30X LEO BOX 5-2 POCKET DOOR SHEET VINYL E30X SPACE E30X BASE FILE FILE OFFICE ELEVATIONS ACCESSIBLE TOILET ROOM ELEVATIONS mom cat SCALE: 1/4" V-011 SCALE: 1/4" = 1'-0" SCO ALE,AZ A OF 9-10-14 DATE: 7-17-2014 DRAWN BY: ■� J. SPINNER FILE NAME: PH 13-090-A2.1 PROJECT NUMBER: PH 14-035 ui ui m F I I I S T U V W N0 CD o I I I I I 00 C Q) t 5'-10" 6'-0" 6'-0" -4 I/2" Al 2'-O" 3'-� I/2" 3'-8 I/2" 3'--I I/2" 2'-O" " 5'-4" 7'_O" 3'-8" 3'-8" 'i'-O" �'-O" ?'-O" 3'-I" ■ X O s CL-4 8'-0"A F.F. CL-1 12'-0A E 1/2'A.F.F "r� CL-1 13'-6°A.F.F. CL-1 13'-0°A.F.F. CL-1 11'-0'A.F.F. CL-1 D O D ADJACENT O D /4 �."a TOILET / OFFICE I SALES " " SALES AREA I CASEWORK SALES AREA I SALES AREA I SALES AREA I L. GEILNG, GYP. P-3 GEILNG, GYP. P-2 GEILNG, GYP. P-2 BELOW SHOWN GEILNG, GYP. P-2 TENANT GEILNG, GYP. P-2 LINE OF GEILNG, GYP. P-2 BOARD, PAINTED. BOARD, PAINTED BOARD, PAINTED DASHED FOR BOARD, PAINTED BOARD, PAINTED Ir AHU ABV. BOARD, PAINTED I I REFERENCE. I I I � _ �_ I = — = �1= — — - - - � _ _ - - - - _ — I — — 1 - - = =� = - - - - - - - -- � � rr�� rn m I I I I I I = I L — _ _ _ ! _ — v - ; _�_ — —�-- I I I I — p �— , — — _ ►�� p _ V m 0) _ �... . _ — I O' N STORAGE ABOVE I I I I I N Q 3 m BOX BEAM -� — C I G G m B81 G B G Y B8 G m = V }= N /l INEN ® EI4 I��I B6 B8 G B8 G 110-4 A.F.P. I I I G G B6 G i G G ' G : G G tA l0 I ( C, G G G WF-2 I I I 6 r LL. VIII IIIIIIIIIII ' - - II � /-� - - � 15 I 15 • I �� I IIIIIIIIII II I I :::: I = I / / \ \ H I I MI MI O MI MI M I p cn ° ::''.i::`:::: IIIIIIIIIIIIII D M - - M - - M T v H H H ,v P. AL — - - v TYP�IeI_ CL-3 16-0 A.F.F. I I `� :;��:�:�;:�:.�: I v i • . �• �-:- --- _ �. �- .�.'.�. .�._ __. _._ .-.. -• � � SUSPENDED ACT :;:_:: I I QI I I I Q I I CL-2 9'-0'A.F.F. ^ O I LINE OF AHU A V. I I STOREFRONT M TILE CEILING � . I IIIIIIIIIIIII I i • I I I I I I I I I . I wF-4 s M B G B8 0' I d) M BULKHEAD, WOOD IIIIIIIIIIIIII ' �T . V III 1111111 pC etc 14:s 0 IT = Z I '•: 'I I I I I m I I , N LINE OF MALL BOX BEAM ® WP-2 I O DUCT ABV. 10'-4" A:P.F. O I d. N :••:•:::•:::•::: — 'I M M M 11� I• v I M I M v M ' M M n ........ l0 G G G — - - - - �- - - - - - - - - - - - Ln ,_' I v BB I G I B6. G I .. v I I. BOX B AM ® F-2 v I INSTALL SALV GED I � y H x Ito . �. I . I = 10'-4" �. '` I I I ".a, MALL F.F. PEOPLE GOUN R CL-4 8'-o°A.F.F. ::::;:: :::: I I I Q COORDINATE XAGT CONCOURSE ::':: m MOUNTING LOCATION ' a �aaa PAIrnNTED YP. ED., r I 4 I I I. WITH TENANT I FIELD 2'_Cj�� z P-3 + ,_, G. G C G G I G G G G O I IN®• I - V - - a M M ' B8 G B8 G Y B8 G BS G B6 G I Bb G Y I 'B6 C - 8 C Y Bb G, aaa - - STORAGE ABOVE I I I I X - - _ - .-•.. _- - :- - .- - __ :! - - - -- - _ a TENANT 51ONAOE BY rr nn I - - � - - - - - - - - - _ - - - - - � - ry _ - - 7 - - - - - N I -.- - - I._ N _ _ � - -ry SIGNAGEGOMPANY. V te1. m z I I O M CL-2 9'-0'A.F.F. W I I � v ,'' NEW ENTRY WF-4 "STEALTH" ACCESS PANEL I SOFFIT, WOOD U CORRIDOR (TYP. "AS NEEDED" IN SALES 3.. WIDE OPENING IN SECURITY CAMERA, SEE SECURITY CAMERA, AREA) SEE SPEC THI5 SHEET. PLACE AS REQUIRED TO SOFFIT FOR ROLL-UP ADJACENT ACCESS ROLL-UP GRILLE GRILLE SHEET EI COORDINATE LOCATIONS O .�' r ONSITE WITH TENANT. rr — TENANT MOTORS, 51 ON, ETC. LJJ II "FISH MOBILE" ARTWORK J II y PROVIDED BY TENANT I..L I I 5/A2.2 INSTALL BY G.G. SEE WDC TENANT SIGNAGE BYr° 6 ADJACENT SIGNAGE COMPANY.' W TENANT A61 CL-2 9'-0"A.F.F. N STOREFRONT WF-4 QBULKHEAD, WOOD Ir 2'-O" 5'-6" Ir 5'-6" Ir 2'-O" Ir Ir zf O REFLECTED CEILING PLAN ������.�aaa�,a SCALE: I/4" = I'-O" W NOTE: SEE 13/A6.2 14/A6.2 AND 23/A6.2 FOR ADDITIONAL ACCESS PANELS: CEILING PLAN LEGEND SEE SHE. E3 FOR CEILING TYPES COMPLETE LIGHT DETAILS OF SUSPENDED CEILING SYSTEMS. DETAIL � FIXTURE SCHEDULE O L o CL-1 SALES AREA: 13 SYMBOL DESCRIPTION NEW SUSPENDED 5/8" TYPE 'X' GYP. BD. CEILING: CHICAGO METALLIC #1450 WALL TRACK, #654 GROSS-TEE AND #650 MAIN ALL ACCESS IN SALES AREA GYP. RUNNER SUSPENDED GRID SYSTEM (OR EQUAL) SUSPENDED WITH 129a. HANGER NEW JUNO LINEAR TRACK. COLOR: WHITE, T8-WH BD, CEILING TO BE WIND-LOCK (OR WIRES. PROVIDE WITH 5/8" TYPE 'X' GYP. BD. SEE DETAIL. TAPE. SAND AND 14 B C EQUAL) "STEALTH" TAPE -IN FRAME PREPARE GYP. BD FOR PAINT FINISH. (TYP. IN SALES AREA) O TYPE WITH GLASS FIBER REINFORCED LIFT-UP DOORS. PAINT L CL-2 SOFFIT/HEADERS: Q Q TO MATCH ADJACENT SURFACE. 5 G SIZES AS REQUIRED 5/8" TYPE 'X' GYP. BD. SOFFIT WITH WOOD FINISH (AT HEIGHT PER PLAN) ON A6.1 NEW JUNO L.E.D. TRACK HEAD COLOR: WHITE, T254L-3K-5-WH M 3-5/8" OR 6" X 20 GA. METAL STUD FRAMING AT 16" O.G. . SEE AND T254L-3K-N-WH �- N STOREFRONT RELATED SECTIONS AND DETAILS (TYPICAL AT STOREFRONT) 6 NEW 2X4 2 TUBE FLUORESCENT FIXTURE. Lij V) tA CL-3 STOCK ROOM: 15 O I 0 oO 8„rix ARMSTRONG (OR EQUAL) 24" X 48" COMMERCIAL SUSPENDED WHITE METAL 6. M JUNO, L6-130-30-VOLTAGE-G2/L600HW-GL-CLm SECTION ANCHOR TO STRUCTURE _ - - - - - - T-BAR GRID SYSTEM (AT HEIGHT PER PLAN) WITH ARMSTRONG (OR EQUAL) ® < _ V) ABOVE O 24" X 48" STANDARD (NON TEGULAR) ACOUSTIC CEILING TILES. (5EE DETAIL) � (TYPICAL IN STOCK ROOM) C N 00 CID 8 GA. VERTICAL HANGER - - - - - w WIRES ® 48" O.G. EA. COMPRESSION STRUTS N JUNO, L6-1330-30-VOLTAGE-G2/L600HW-GL-Q/HB28 Ln Q °� WAY. �12-O O.G. EA. WAY CL-4 TOILET ROOM: I ® N I I I I I 5/8" TYPE 'X' GYP. BD. CEILING (AT HEIGHT PER PLAN) ON 3-5/8" X 20 GA. ,e,1 I EMT O METAL STUD FRAMING AT 16" O.G. TAPE. SAND AND PREPARE GYP. BD FOR REVISIONS: NEW DRYWALL GRID SYSTEM DASHED LINE INDICATES 5/32" �_ PAINT FINISH. (TYPICAL IN TOILET ROOM) 0 JUNO, 2G-830-5-1-FINISH HOLE DRILLED FOR BOLT AND I I 3/8" MIN. CLEAR 5/8" TYPE 'X' GYP. BD. LOCK NUT AFTER CEILING 15 ' ' GROSS RUNNER OR O LANDLORD COMMENTS 7-22-14 LEVELED - - - - - - MAIN RUNNER a a a I D D - TECH LIGHTING ARTIG PENDANT, -77001 -LED DESIGN REVISIONS 7-23-14 3/4" EMT. COMP. STRUT TIGHT TO GHIGA60 METALLIC #1450 WALL �e STRUGT. ABOVE. GOMPESSION TRACK, #654 GR055-TEE AND - - - - - - "'" 0 CONSTRUCTION ISSUE 8-14-14 STRUT REQ'D. AT EA. SEISMIC #650 MAIN RUNNER SUSPENDED AUDIO SYSTEM RESTRAINT 12'-0" O.G. EA. WAY. GRID SYSTEM (OR EQUAL) H g°� PENDANT LIGHT - REINSTALL SALVAGED FIXTURES FROM PER OWNER 9-11-14 SUSPENDED WITH 129a. HANGER 8 WIRES COMPLYING WITH ASTM " TENANT'S PREVIOUS LOCATION. � 0635 HEAVY DUTY 4'-0" I2'-o'; MAX. NOTE: THE G.C. SHALL SUPPLY AND INSTALL AN INTEGRATED MUSIC SYSTEM : SE'°�' 4-O MIN. I I � CLASSIFICATION. INSTALL PER TIE TWO ADJACENT WALL TO CEILING NOT USED. Q I MANUFACTURERS SPECIFICATIONS. PLAN MAIN 8 GROSS RUNNERS. ■AUDIO RECEIVER 1 . I i a,�s ua•a REINSTALL EQUIPMENT SALVAGED FROM TENANT'S PREVIOUS STORE. LOCATE ON SHELF Q ABOVE MANAGER'S DESK (SEE ELEVATION) r SPEAKERS - REINSTALL 8 SALVAGED SPEAKERS FROM MIN. 12 GAUGE WIRES. TENANT'S PREVIOUS LOCATION. COORDINATE CEILING Q Mom el ■COMPACT P15C PLAYER O MOUNTING LOCATIONS ON SITE WITH OWNER'S REP. PAINT T d 3 ,.� �� `• `� �JZA4� �MATGH CEILING. �7 `� „N• REINSTALL EQUIPMENT SALVAGED FROM TENANT'S PREVIOUS STORE. LOCATE ON TOP OF THE STEREO RECEIVER. ,a.".s • SC0 ALE 14Z • IL ` �i�iTED 5515N WITH BATTERY BASK-UP. ' SUSPENDED CEILING. ■STEREO SPEAKERS � CEILING OR WALL MOUNT PER PLAN - WHITE WITH RED INSTALL 8 SALVAGED SPEAKERS PROVIDED BY TENANT, PAINT TO MATCH CEILING. LETTERSOF �? 9-10-14 Y CEILING MOUNTED DUAL HEAD EMERGENCY LIGHT WITH 5/8" TYPE "X" GYPSUM V ■SPEAKER WIRE �� BATTERY BACK UP. - WHITE ENCLOSURE DATE: BOARD WITH TAPED z PROVIDE HIGH QUALITY COMMERCIAL PLENUM RATED SPEAKER WIRE FROM STEREO JOINTS SANDED SMOOTH. IL FINISH FLOOR RECEIVER LOCATION TO SPEAKER LOCATIONS AS SHOWN ON PLAN. PROVIDE AS 7-17-2014 SEPARATE SPEAKER WIRE HOME RUN TO EACH SPEAKER. INSTALL SPEAKER WIRE5 IN WALL MOUNTED DUAL HEAD EMERGENCY LIGHT WITH DRAWN BY: (4) 8 GA., 45° SPLAY WIRE5 AT CONDUIT WHEN REQUIRED BY LANDLORD OR CODE. BATTERY BACK UP. - WHITE ENCLOSURE J. SPINNER EVERY STRUT, 12'-O" O.G. EACH NOTE: WAY. ANCHOR TO STRUCTURE ELEVATION PROVIDE AND INSTALL ALL COMPONENTS IN ACCORDANCE WITH THE LANDLORD'S FILE NAME: rn ABOVE ..._.._,...,. REQUIREMENTS FOR TENANT'S MUSIC SYSTEMS. TOILET EXHAUST FAN. SEE MECHANICAL DRANIN55 (UNLESS EXISTING) PH14-035-A3 2 SUSPENDED GYP. BD. CLG . DETAIL SUSP. CEILING BRACING SCHEMATIC PROJECT NUMBER: PH14-035 N.T.S. N.T.S. SUPPLY AIR DIFFUSERS. SEE MECHANICAL SHEETS �'� W H I GENERAL STRUCTURAL NARATIVE 1 . THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. TENANTS ARE REQUESTING TO REMOVE THE (E) COLUMN AT GRID LINE W.THE (E) 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED COLUMN WILL BE SHORED AND A 12' SECTION WILL BE REMOVED. TWO (N) UNDER THE HEADING "DESIGN CRITERIA'. HSS16X4 BEAMS WILL BE ATTACHED TO (E) COLUMN. THE BEAMS WILL BE 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. SUPPORTED BY TWO (N) H6X6X COLUMNS 17' APART. A (N) CONCRETE GRADE 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND BEAM WILL BE INSTALLED ALONG GRIND LINE 42 TO SUPPORT THE (N) HSS TYPICAL DETAILS. COLUMN. THE (N) GRADE BEAMK WILL BE TIED INTO THE (E) PILE CAP AT GRID 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN LINE V.3. EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN. 6. THE EXISTING CONDITIONS SHOWN IN THESE DRAWINGS ARE BASED ON AVAILABLE BUILDING DOCUMENTS AND/OR FIELD OBSERVATIONS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE EXISTING CONDITIONS ARE NOT AS SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITHTHE WORK. DESIGN CRITERIA 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS 1 . BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2012 EDITION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE OREGON STRUCTURAL SPECIALITY CODE (OSSC) 2014 EDITION. PROCEEDING WITH THE WORK. 2. OCCUPANCY CATEGORY: II 8. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS, OPENINGS, 3. DEAD LOADS SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, ETC. A. SELF WEIGHT OF STRUCTURE REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS, AND HANGERS FOR PIPES, 4. SNOW LOAD: DUCTS, AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. A. DESIGN ROOF LOAD: 25 PSF 9. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. B. SNOW IMPORTANCE FACTOR: 1 .0 10. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF C. THERMAL FACTOR: 1 .0 PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. 11 . THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE CONCRETE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 1 . ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH A MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED IN STRUCTURAL STEEL ACCORDANCE WITH ACI RECOMMENDATIONS. 1 . ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC 2. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE SPECIFICATIONS. OWNERS TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS 2. ALL STRUCTURAL STEEL THAT IS PART OF THE SLRS SHALL BE DETAILED AND FRABRICATED IN THE CONTRACTOR'S. SUBMIT TEST DATA ON EACH PROPOSED MIX FOR REVIEW IN ACCORDANCE WITH ACCORDANCE WITH "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDING". ANSI/AISC 341-05. IBC SECTION 1905.6. MIX DESIGNS SUBMITTED WITHOUT THE REQUIRED TEST DATA WILL BE 3. ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING SOCIETY STANDARDS AND TO BE RETURNED WITHOUT REVIEW. PERFORMED BY CERTIFIED WELDERS. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II. 4. STEEL GRADES: 4. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF A. PLATES, OTHER SHAPES AND RODS: ASTM A 36. ASTM C 33 AND PROJECT SPECIFICATIONS. B. HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A 500, GRADE B. 5. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY STRENGTHS, Fc: (ALL CONCRETE SHALL BE NORMAL C. ANCHOR BOLTS: ASTM F 1554, GRADE 36. WEIGHT, EXCEPT AS NOTED) ANCHOR BOLTS SHALL HAVE STANDARD BOLT HEAD, EXCEPT AS NOTED A. GRADE BEAM: 4000 PSI (AT THE TIME TGE LOAD IS TRANSFERED) REQUIRED EMBEDMENT 6. SCHEDULING OF WORK MAY REQUIRE ACHIEVEMENT OF DESIGN STRENGTH IN A SHORTER PERIOD OF TIME. DIAMETER COLUMN TOPS 7. ALL CONCRETE TO BE REINFORCED, UNLESS SPECIFICALLY NOTED "NOT REINFORCED". 3/4" 6" CORING OF CONCRETE IS NOT PERMITTED UNLESS REVIEWED BY THE STRUCTURAL ENGINEER. 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL ENSURE THAT ALL REINFORCING AND 5. ALL WELDING ELECTRODES SHALL BE E70XX, UNLESS OTHERWISE NOTED. EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS, ARE PROPERLY LOCATED AND SECURELY TIED IN PLACE. A. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION, UNO. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CURING CONCRETE FROM FREEZING AND HOT B. ALL FILLET WELDS SHALL BE PER AISC. MINIMUM SIZES ARE BASED ON THICKNESS OF MATERIALS WEATHER PER ACI 306.1 AND ACI 305 RESPECTIVELY. JOINED, UNO. OCT(Jp 6. ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, CONTRACTOR SHALL APPLY SIMILAR CONCEPT OR INTENT TO DETAIL THOSE CONDITIONS AND SUBMIT FOR REVIEW AND APPROVAL. 7. BOLT HOLES SHALL BE NO MORE THAN 1/16" OVERSIZE, UNLESS OTHERWISE NOTED. WHERE OVERSIZED F HOLE IS REQUIRED AT BASE PLATES, PROVIDE 5/16"x3"x3" PLATE WASHER WELDED TO THE BASE PLATE, 15,386 l WITH 1/4 FILLET WELD x 2 1/2 ON THREE SIDES. 8. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. OREGON 9. NON-SHRINK GROUT IS REQUIRED UNDER ALL BASE PLATES. GROUT SHALL COMPLY WITH ASTM C 1107 �'�r 30 GRADE A AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. 4 P� T. EXPIRATION DATE: 12-31-15 GENERAL NOTES SHEET NUMBER 1022 SW SALMON STREET, SUITE 300 Made In Oregon, Washington Square Mall e Portland, Oregon PORTLAND , OREGON 9 PREPARED FOR: PlegerlHenry Architecture so DRAWN BY: PSG SCALE: as noted CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 TEL: 503-274-1843 FAX: 503-273-5696 CHECKED: ETD DATE: 9/10/2014 JOB #: ND31413 W (:V.3 rm C° 42 42 42 N U.5 2'-611 PLAN 65)_ FDN 1414" 16'-0" � I I DL = 15 KIPS LL = 25 KIPS I 1 S2 I (E) FRAMING (E) HSS COL _ (N) HSS16X4 (E) HSS OL (E) HSS / \ E FRAMING (N) HSS16X4X1/4 EA SIDE I � 1 I � TO BE REMOVED z AND RE-ATTACHED (N) L6X6X1/2 / S2 - - �: AT (N) COLUMN / _ / _� . \ / A B SEC B-B (N) HSS6X6X1/4 2 I 3 S2 S2 zo + 6'-0" 11'-0" 3'-0" N CV (N) (6) #8 I 3 s3 'COC TUR-q PROFFs 2 ll N - �S G I N F I l N S3 N 15,386 (N) 30"X30" --- — �- GRADE BEAM \� -' / i J (N) (3) #6 DOWELS T&B OREGON 9^ 1 TO BE ATTACHED TO �Q �y 30, 1g (N) (4) #8 (E) PILE CAP S3 �71V T. OCG 19'-811 EXPIRATION DATE: 12-31-15 (E) PILE SEC A-A TENANT IMPROVEMENT DETAILS SHEET NUMBER 1022 SW SALMON STREET, SUITE 300 Made In Oregon,Washington Square Mall e Portland,Oregon X H E A NPORTLAND, OREGON 9 72 0 5 PREPARED FOR: Plegerl Henry Architecture S1 Ri U 9 M Lf\7�_\ U zDRAWN BY: PSG SCALE: as noted CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 TEL: 503-274-1843 FAX: 503-273-5696 CHECKED: ETD DATE: 9/10/2014 JOB#: ND31413 TYP BOTH TYP BOTH 42 SIDES (1/4) W (5/16) SIDES V.3 TYP TYP 1/4 3 (N)HSS3X3X3/8 1/4 NP (E)HSS7X7 1/4 (N)HSS16X4 6" (N)L6X6X1/2X1'-4" (N)HSS6X6 L0 TYP (N)L3X3X1/4X1'-4" TYP (N) PL1/4" BENT II (N)HSS16X4 II II ATTACH (E) FRAMING TO (N) TYP TYP II II II COLUMN 1/4 3 (1/4) II II !i (N)HSS16X4 -► JI I 1/2" II II (N)L3X3X 1/4X 1'-4" TYP II II (N)L6X6X1/2 (N)L6X6X1/2 II II _ (E)L3X3X1/4 TYP BOTH i. (E) FRAMING 1/4 SIDES TYP 1/4 3 - TYP BOTH 1'-4" SIDES (1/4) SECTION A-A NOTE: FOR (N)L3X3X1/4X0'-9" ADDITIONAL NOTES TYP TYP BOTH SEE 1/S2 & 3/S2 1/4 SIDES NOTE: FOR WELD DETAILS SEE 1/S2 & 2/S2 N ) HSS COL. DETAIL (E) HSS COL. DETAIL (N ) COL + (E) FRAMING DETAIL ()11(3/4 11 I '_011 2 3/411 - �'-01' 3 3/4„ = �1-011 S_11\ QCT01 15,386 OREGON 30, egg^ /V T. 'D EXPIRATION DATE: 12-31-15 TENANT IMPROVEMENT DETAILS SHEET NUMBER 1022 SW SALMON STREET, SUITE 300 Made In Oregon,Washington Square Mall ePortland,Oregon H EANPORTLAND, OREGON 9 72 0 5 PREPARED FOR: Plegerl Henry Architecture S2 DRAWN BY: PSG SCALE: as noted CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 TEL: 503-274-1843 FAX: 503-273-5696 CHECKED: ETD DATE: 9/10/2014 JOB#: ND31413 (N)HSS6X6 (N) 3/4" DIAM. CAST-IN-PLACE (N) PL3/4"X1'X'1 42 ANCHOR BOLTS V.3 W/ 1 1/2 NS GROUT (N) 4" CONC FLOOR " 3'-0NOTE: FOR ADDITIONAL NOTES 21611 + SEE 1/S3 & 2/S3 \ 1COz • • . • • • z 0 N #6 21-611 911 0 DOWELS 3" CLR MIN MIN (N) #4 TYP c� STIRRUPS _ z U >_ °O 0 0 0 co --._ (E) PILE CAP NOTE: FOR (N) #6 EPDXY ADDITIONAL NOTES (N) #4 STIRRUPS DOWEL T&B (E) PILE SEE 2/S3 & 3/S3 @ 10" OC 2'-6" (E) 10" DIAM. CONC. PILE (N ) GRADE BEAM DETAIL (N ) BEAM TO (E) PILE CAP CONNECTION 1 3/4" = 1 '-0" 3 3/4" = 1 '-0'1 (N) 6X6X 5/16 TYP 9 TYP (N) CONC. FLOOR z � LU m LU (N) CONC. 5.���ED PROFF GRADE BEAM N 77 NOTE: FOR 15,386 ADDITIONAL NOTES SEE 1/S3 & 2/S3 OREGON �O \qq 2 (N ) HSS CONNECTION DETAIL ��N T DSP 11 1-011 3/4 EXPIRATION DATE: 12-31-15 TENANT IMPROVEMENT DETAILS SHEET NUMBER 1022 SW SALMON STREET, SUITE 300 Made In Oregon,Washington Square Mall ePortland,Oregon E A N PORTLAND, OREGON 97205 PREPARED FOR: Plegerl Henry Architecture - S3 DRAWN BY: PSG SCALE: as noted CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 TEL: 503-274-1843 FAX: 503-273-5696 CHECKED: ETD DATE: 9/10/2014 JOB#: ND31413