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Plans (24) BU P2O17OO112 REVISIONS ABV ABOVE MAX MAXIMUM I. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS DOCUMENTS AND THE ACTUAL FIELD ACT ACOUSTICAL CEILING TILE MDF MEDIUM DENSITY FIBERBOARD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LSD*C PROJECT MANAGER SHEET SHEET TITLE A/ //i\/\/ \/ \ A.F.F. ABOVE FINISH FLOOR MECH MECHANICAL BEFORE PROCEEDING WITH ANY WORK. ---� - AFR ACCESSIBLE FITTING ROOM MFG MANUFACTURER ARCHITECTURAL � ALUM ALUMINUM MSC MISCELLANEOUS 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD A00.0 COVER SHEET • • A.N.l. AMERICAN WOOD INSTITUTE MIN MINIMUM ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS mm MILLIMETER AD0.1 RESPONSIBILITY SCHEDULE • CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR PROJECT SCOPE: MTD MOUNTED OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE LSD11:C PROJECT MANAGER FOR A00.2 DOOR SCHEDULE • BBN BATH AND BODY WORKS MTL METAL CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. THIS PROJECT IS THE FULL REMODEL OF THE EXISTING BATH * BODY WORKS STORE. WORK A00.3 SCHEDULES AND LEGENDS • BD BOARD Lbrands IS TO INCLUDE, BUT NOT BE LIMITED TO, THE PARTIAL REMODEL OF EXISTING FLOORING, A00.4 SITE PLAN -_--_- BLKG BLOCKING N.I.C. NOT IN CONTRACT 3. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN WALL CONSTRUCTION, LIGHTING AND CEILINGS. B.O. BOTTOM OF N.P. NEUTRAL PIER CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO BW BACKWRAP (N) NEW STORE DESIGN & CONSTRUCTION ADI.1 DEMOLITION PLAN ---�-� N.T.S. NOT TO SCALE THESE ITEMS. A01.2 BARRICADE PLAN AND ELEVATION • = - CL / CL CENTERLINE NOTE: _----� CLG CEILING O.C. ON CENTER Three Limited Parkway • Columbus, Ohio 43230 4. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, A02.1 CONSTRUCTION PLAN • �--_- C.M. CONSTRUCTION MANAGER O.D. OUTSIDE DIMENSION Telephone: 614.415.7000 • Fax: 614.415.7349 EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL COL COLUMN OPNG OPENING ee p APPLICABLE CODES AND ORDINANCES. USAGE HISTORY: BATH * BODY WORKS ------ CONIC CONCRETE OPP. OPPOSITE A04.1 REFLECTED CEILING PLAN • CONSTR CONSTRUCTION 5. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF CONT CONTINUOUS PL PLATE ADJACENT AND NEIGHBORING TENANTS. PROPOSED USE: BATH * BODY WORKS AND WHITE BARN A05.1 FLOOR $ WALL FINISH PLAN • C.T.F. CUT TO FIT PLEX PLEXIGLAS SPACE NUMBER(S): GOc1 - CW CASH WRAP PLYWD PLYWOOD BATH & BODY WORK S 6. 'TYP.' SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS IS TO BE USED EXCLUSIVELY FOR RETAIL SALES A06.1 PRESENTATION PLAN • - C/C CENTER TO CENTER PREFIN PREFINISHED PM PROJECT MANAGER ST 0 R E N0. 104. 01. 0856. 01 THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED 'TVP.' DIAL DIAGONAL P.T. PRESERVATIVE TREATED ONLY ONCE WHEN THEY FIRST OCCUR. A07.1 INTERIOR ELEVATIONS • --__- DIA. DIAMETER A07.2 INTERIOR ELEVATIONS • ����� QTY QUANTITY WASHINGTON S Q U A R E 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED EA EACH DIMENSIONS A08.1 STOREFRONT PLAN * ELEVATION • ME ELEV ELEVATION (R) RELOCATED SPACE NO. G09 A08.2 FRAME $ GINGHAM FILM LAYOUT • E.P.A. ENVIRONMENTAL PROTECTION AGENCY RAD RADIUS 9585 S W WASHINGTON SQUARE ROAD N.T.S. N -___� EQ EQUAL READ REQUIRED6. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT SCOPE OF WORKA08.3 BBN STOREFRONT SECTIONS -M�__- EXIST/(E) EXISTING (REF) REFERENCE DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES 42N-A000-N0O-NOTE 02 25 10 Aa8.6 BBW INTERIOR STOREFRONT DETAILS • ��-�� EXT EXTERIOR RGS REGISTERS PORTLAND, OR 97223 BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, THE GENERAL ----_- R.O. ROUGH OPENING CONTRACTOR SHALL NOTIFY THE LSD$C PROJECT MANAGER IMMEDIATELY, AlO.I BBW PERIMETER CABINETRY DETAILSFD------ F.C.D. FINISHED CABINET DIMENSION N 5.C. SOLID 9. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF GYPSUM BOARD, CONCRETE COLUMNS OR YES NO A10.2 BBW PERIMETER CABINETRY DETAILS ������ F.D. FINISH DIR MENSION SECT SECTION CORE GRID LINES AND FACE OF EXTERIOR MASONRY UNLESS OTHERWISE NOTED OR DETAILED. AI0.3 BBN PERIMETER CABINETRY DETAILS _----- FI-15D5 FLAT HEAD SELF DRILLING SCREW 51-1T SHEET TENANT A10.4 BBW DEMONSTRATION SINK DETAILS 1.111----- FIN FINISH SIM SIMILAR 10. CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, g1 ❑ BURGLAR ALARM AI0.5 BBW PA55-THRU PORTAL DETAILS MIN Mi--- FL FLOOR SPL SPECIAL BATH & BODY WORKS AND WHITE BARN PATCHING RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND AI0.6 BBW GRAPHIC FRAME COLLAGE DETAILS • ����- FLG FLOORING SQ SQUARE RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL A10.8 BBN CAST-IWRAP 4 BACKWRAP DETAILS • FLUOR FLUORESCENT SQ FT / S.F. SQUARE FEET RECEIVED ED _-��� F.R.T. FIRE RESISTIVE TREATED 55MA STEEL STUD MANUFACTURERS ASSOC. THREE LIMITED PARKWAY R C Ili G CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO "LIKE NEW" CONDITION. PRIOR TO -__--� FR FITTING ROOM STC SOUND TRANSMISSION COEFFICIENT BIDDING, G.G. TO VERIFY ANY ROOF WARRANTIES WITH LANDLORD AND INCLUDE IN AI1.1 NBC PERIMETER CABINETRY DETAILS STL STEEL COLUMBUS, OHIO 43230 JUN 2 2 7017 CONTRACT. AI1.2 NBC PERIMETER CABINETRY DETAILS ------ GA GAUGE STRUCT STRUCTURE (614) 415-7000 All.3 NBC PASS-THRU PORTAL DETAILS • =_=-- G.C. GENERAL CONTRACTOR SURF SURFACE CITY OF TIGARD 11. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON All.4 NBC PASS-T1PORTAL DETAILS • GYP.BD GYPSUM BOARD BUILDING DIVISION THE COMPLETION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS �� TEMP TEMPERATURE TENANT'S REPRESENTATIVES MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR ��� 1-10F HIGH DENSITY FIBERBOARD THRU THROUGH SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING Al2.I PARTITION DETAILS • MII-- 1-IGT HEIGHT T.O. TOP OF OWNER-FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE N.T.S. Al2.2 DOOR DETAILS --__-- HORIZ HORIZONTAL TIP TYPICAL PROJECT MANAGER: M I C.-IAFL MORGAN DURATION OF THE PROJECT. SECURITY REQUIREMENTS m Al2.3 CEILING 4 LIGHTING DETAILS • H. HRM . HOLHOLLOW METAL U.L. UNDERWRITERS LABORATORIES 614.415 .20615 42N-A000-MOO-NOTE Al2.4 FLOOR TRANSITION DETAILS =IN= HVAC HVAC HEATING, VENTILATION, AIR CONDITIONING U.O.N. UNLESS OTHERWISE NOTED i 12. FIRE SPRINKLER AND SIGNAGE SHOP DRAWINGS TO BE SUBMITTED UNDER SEPARATE COVER. 02.25.10 -�-__- SOURCING AGENT ALEXANDRA CAMPBELL A13.1 TOILET ROOM DETAILS • ���_- I.D. INSIDE DIMENSION V.C. VOLUME CONTROL 13. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS PLAN DETAIL REFERENCE0 I } A13.2 TOILET ROOM DETAILS � NEW ���rr INLAND INCANDESCENT VERT VERTICAL 614.415 .2172 THAN 2-A OR 2-A/10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DOOR NUMBER "( # ) INT INTERIOR V.I.F. VERIFY IN FIELD SHEET NUMBER ����-� VSS VICTORIA'S SECRET PROJECT DESIGNER: JESSICA WARBURTON DURING CONSTRUCTION. A14.1 STOCKROOM SHELVING DETAILS • LAV LAVATORY 614.415 .7500 ADDITIONAL NOTES ■ 14. CONTRACTOR TO PROVIDE MINIMUM THREE FIRE EXTINGUISHERS (TWD IN SALES AND ONE IN REVISION SYMBOL A14.2 STOCKROOM DETAILS -'---ME LL LANDLORD W/ WITH NON-SALES) OR AS REQUIRED BY FIRE MARSHALL. VERIFY EXACT LOCATIONS WITH LSD1�C PLAN SECTION REFERENCE0I A15.1 SPECIFICATIONS ___ � L.L. LEASE LINE NBC WHITE BARN CANDLE CALIBER PROJECT OL I V I A CHANCELLOR LSD$C LBRANDS STORE DESIGN 4 CONSTRUCTION ND WOOD PROJECT MANAGER PRIOR TO INSTALLATION. G.C. TO MAKE SURE ALL FIRE EXTINGUISHERS SHEET NUMBER A15.2 SPECIFICATIONS•• AI5.3 SPECIFICATIONS --� W/O WITHOUT COORDINATOR: 614.415 .7024ARE CERTIFIED PRIOR TO TURNOVER OF STORE, SEE FIRE PROTECTION SPECIFICATIONS. REVISION CLOUD --__-- N.I.C. WOOD INSTITUTE COUNCIL --i-�- 15. GENERAL CONTRACTOR TO PROVIDE DRAFTSTOPPING AND/OR FIREBLOCKING IF REQUIRED BY CODED NOTE .- A15.4 SPECIFICATIONS ������ N.T.S. THE LOCAL JURISDICTION, SECTION DETAIL REFERENCE \ lt ___�_- ABBREVIATIONS SHEET NUMBER �-___- 42N-A000-D0O-NOTE 11.05.14 CEILING HEIGHT - X -X�� DEVELOPER 16. A 44" CLEAR AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS. ADDITIONAL NOTES ..- � � =-- STORE TYPE: BATH BODY WORKS THE 1"1ACER ICH COMPANY - _-_-_- 17. NO FOOD IS TO BE PREPARED, STORED OR SERVED ON THE PREMISES. CEILING FINISH - X-X ' ������ LOCATION: PORTLAND, OREGON 401 NI LSI-II RE BLVD SUITE 700 ELEVATION REFERENCE # ADDITIONAL NOTES -----� 1.111 - BUILDING LEVEL: I OF: 1 APPLICABLE CODES: OREGON STRUCTURAL SPECIALTY CODE - 2014 SANTA MON CA CAr qO O1 18. ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE 50 AS TO SHEET NUMBER # r ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND REMAIN UNLOCKED DURING ADDITIONAL NOTES OREGON MECHANICAL SPECIALTY CODE - 2014 ������ 40 TOTAL ARCHITECTURAL SHEETS OREGON ELECTRICAL SPECIALTY CODE - 2014 31O.3q�.�DOO BUSINESS HOURS (WITH THE EXCEPTION OF THE REAR SERVICE DOOR). , „ TRUCT RAL OREGON PLUMBING SPECIALTY CODE - 2014 FINISH CALL-OUT HX -X 11 501.01 STRUCTURAL SPECIFICATIONS 4 NOTES __��_- OREGON ENERGY EFFICIENCY SPECIALTY CODE - 2014 I9. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHALL SHALL BE ELEVATION HEIGHT - •••_X' A.F.F. ADDITIONAL NOTES » � � _--_ OREGON FIRE CODE - 2014 INSTALLED. LOCATION IN SPACE LOGATION� 502.01 STOREFRONT FRAMING PLAN 4 SECTIONS -ME CHAPTER II - 2014 OSSC 20. EXIT DOORS SHALL SWI NG IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORELAYOUT ------ OCCUPANCY GROUP: MERCANTILE TENANT COORDINATOR PERSONS. CABINET/FIXTURE TYPE --D----- LAYOUT ORIGIN $POINT 503.01 STRUCTURAL CONSTRUCTION DETAILS _ • 503.02 STRUCTURAL CONSTRUCTION DETAILS CI SEISMIC ZONE: D KAREN M AY N A R D 21. DOORS OPENING INTO ONE-HOUR FIRE-RESISTIVE CORRIDOR SHALL BE PROTECTED W1TH A N.T.S. MINI LEDGE FRAMING PLAN DETAILS ~�� KAREN.i"1AYNARDC�1"IACER ICH .COf°'I SMOKE �� STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING OR AS NOTED IN SYMBOL LEGEND L � ===� CONSTRUCTION TYPE: 11-8 42N-A000-LOO-NOTE 02 25 10 505.01 MECH SUPPORT FRAMING PLAN 4 DETAILS FIRE RESISTIVE DEMISING WALL (1 HOUR) 22. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ' �-- iii REQUIREMENTS: SALES/NON-SALES WALL.,. (0 HOUR) ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY �,, CEILING (0 HOUR) THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION _ • 1---_- COLUMNS (0 HOUR) CONSULTANTS SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY BACKUP SYSTEM. EMERGENCY 130,T/orlon LIGHTING SHALL GIVE A VALUE OF MINIMUM ONE FOOTCANDLE AT FLOOR LEVEL, UNIFORM P'".,`} 6 TOTAL STRUCTURAL SHEETS FIRE SPRINKLERS: ENTIRE SALES AND NON-SALES AREA OF THE STORE IS TO RECEIVE AN ARCHITECTURAL AUTOMATIC FIRE SPRINKLER SYSTEM AS PER APPROVED FIRE PROTECTION THROUGHOUT EGRESS PATH. �'�`�``�"'' R. ELECTRICAL PLANS. GREENBERGFARROW ARCHITECTURE 23. FIRE DAMPERS SHALL BE PROVIDED BY MECHANICAL SUBCONTRACTOR WHERE DUCTS "``' E01.01 ELECTRICAL NOTES AND SCHEDULES - Mii.ii 21 S. EVERGREEN AVE. SU I TE 200 PENETRATE FIRE-RATED WALLS OR CEILINGS. REFER TO MECHANICAL DRAWINGS. °'` OCCUPANCY LOAD SALES AREA: 3,547 SQUARE FEET - 119 ARLINGTON HEIGHTS 1 L (0005 BREAKDOWN: 30 r E02.01 ELECTRICAL POWER PLAN 0 ����- = 122 PROFESSIONAL I N CHARGE: FRANK GRI ECO 24. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE DFA KEY, ''` Garden E02.51 ELECTRICAL LOW VOLTAGE PLAN ������ NON-SALES AREA: 742 SQUARE FEET TOOL, SPECIAL KNOWLEDGE, OR EFFORT. err,�ssys�,;te5�y Horne-tivhltro.d >TOTAL HibonPwuend. ������ 300 POINT OF CONTACT: JENN I FFR CAHI LL E03.01 ELECTRICAL LIGHTING PLAN --�--- 25. BATHROOM 15 NOT TO FACILITATE MORE THAN (4) EMPLOYEES. wa<►,, sq.... REQUIRED EXITS: NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 2 JCA-�II LL@GREENSERGFARROW .COM with&zad ingstospotsprng Mali 614.902 .4007 �:� wi,nd�ningcgots E04.a1 ELECTRICAL LIGHT FIXTURE SCHEDULE --�--- piz �t MAX ALLOWABLE E04,02 ELECTRICAL DETAILS E04.03 ELECTRICAL DETAILS TRAVEL DISTANCE: 250 FEET 677. __-'�_- L: ����=- RESTROOM WATER CLOSETS: 1 UNISEX PROVIDED MECHANICAL / ELECTRICAL E05.01 ELECTRICAL PANELS $ RISER DIAGRAM • REQUIREMENTS: LAVATORIES: 1 UNISEX PROVIDED DIALECTICINC. T' " ,E05.02 ELECTRICAL LIGHTING CONTROLS ������ URINALS NO 310 WEST 20T1-I STREET, SUITE 200 E06.01 ELECTRICAL SPECIFICATIONS DRINKING FOUNTAINS NO KANSAS CITY, 1`1O 64108 PUBLIC ACCESS YES �a,Fx.� 10 TOTAL ELECTRICAL SHEETS UNISEX IS PERMITTED YES POINT OF CONTACT: SOP I EN THOL -_� MECHANICAL N.T.S. M01.01 MECHANICAL NOTES AND SCHEDULES . N.T.S. STRUCTURAL GENERAL NOTES Rc.7.,: Krul�r CODE SYNOPSIS 42N-A000-ROO-NOTE 02.25.10 N M02.0I MECHANICAL PLAN • ��_�- 42N-A000-COO-NOTE RI, 02.25.10 PAUL J. FORD rt ®,rdgenortvuage 250 E. BROAD STREET, SUITE 600 1. THE GENERAL CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND FURNISH THE STORE Durham M03.01 MECHANICAL DETAILS =���� THIS SET OF DRAWINGS WAS ORIGINATED COLUMBUS/ 0H 43215 MANAGER WITH THE CERTIFICATE OF OCCUPANCY. CONTRACTOR TO ALSO PROVIDE A LIST OF NAMES, ADDRESSES, AND TELEPHONE NUMBERS FOR ALL SUBCONTRACTORS, INCLUDING ALL NASHINGTON SQUARE M04.01 MECHANICAL RESPONSIBILITY SCHEDULES �����- USING THE 171 S a.0 3 MASTERS POINT OF CONTACT: SCOTT HAW K OWNER PROVIDED SUBCONTRACTORS. A LETTER OF COMPLIANCE WITH THE AMERICAN'S WITH 9585 WASHINGTON SQUARE ROAD ������ G• /4 •q DISABILITIES ACT OR CANADIAN BARRIER FREE STANDARDS SHALL ALSO BE PROVIDED. ALL PORTLAND, OR 97223 M05.01 MECHANICAL SPECIFICATIONS �_ME ITEMS TO BE PERMANENTLY MOUNTED IN SEPARATE 8 1/2" x 11" PICTURE FRAMES (3 TOTAL) MI MN= GENERAL CONTRACTOR � BULLETIN DRAWING BULLETIN DRAWING BULLETIN DRAWING. IN MANAGER'S AREA AT FACE HEIGHT, AND ONE COPY PROVIDED TO OWNER"5 PROJECT 5 TOTAL MECHANICAL SHEETS UPDATE NO. ISSUANCE UPDATE NO. ISSUANCE UPDATE NO. ISSUANCE TBD t 1� � � � t�� y''`° MANAGER. INCLUDE THIS INFORMATION IN THE PROJECT CLOSEOUT PACKAGE. N,T,S, PL MBIN ` -- ' K ' . VICINITY MAP P01.01 PLUMBING NOTES SCHEDULES AND ISOMETRICS ������ City of Tigard •:,,,;" v;•c(o 2. PUNCHLIST ITEMS ARE TO BE COMPLETED WITHIN 7 DAYS OF ISSUANCE AND PRIOR TO THE 42N-A01-KOo-NOTE ---__- 17150.04 04/14/2017 X X X X ` • a 've s PlansY' 02.25.10 y+r °ijLl :' L"' CONSTRUCTION COMPLETION DATE. P02.01PLUMBING FIRE SPRINKLER HEAD PLAN ====== By tie' DatekliZeitZ , 3. PRIOR TO STORE OPENING, THE G.C. IS RESPONSIBLE TO ARRANGE FOR A CERTIFIED LEVEL 1 0 F 1 P03.01 PLUMBING AND FIRE PROTECTION DETAILS 3 L sites,� INDEPENDENT BALANCING CONTRACTOR TO BALANCE H.V.A.C. SYSTEM. REFERENCE AIR -NEM �-�--- N.T.S. , . � � `� BALANCE COVER FORM AND PROCEDURES LISTED ON MECHANICAL DRAWINGS. CONTRACTOR PO4.01 PLUMBING AND FIRE PROTECTION SPECIFICATIONS _����� BULLETIN IMPLEMENTATION B SHALL PROVIDE THE LANDLORD AND THE OWNERS PROJECT MANAGER WITH A COPY OF THE ICPesey 4� p 42N-A000-BOO-NOTE �TISIO c� '°114\-- - 0 BALANCE REPORT. _ � ,; ��MEM10.14.11 1 "" - 4 4 TOTAL PLUMBING SHEETS6 4. IF REQUIRED BY LANDLORD, THE G.C. SHALL SECURE THE NECESSARY APPROVAL OF STORE'S =b:^ - a 65 TOTAL SHEETS SQUARE FOOTAGE CALCULATIONS: OFFICE CO SPRINKLER SYSTEM FROM LANDLORD'S FIRE INSURANCE CARRIER. -"" ' "� BATH BODY WORKS/Va SCOPE: `FULL REMODEL PACKAGE: SIS PKG 1 W : �. f PROHIBITION ON REUSE: GROSS SQUARE FOOTAGE TOTAL 4 289 S.F. DESIGN TYPE: BBW EASTON STATION/WBC 2016 GENERATION: 171 Sa.04 5. G.C. SHALL TURN OVER (3) SETS OF KEYS TO STORE MANAGER CLEARLY MARKING EACH KEY DICK'S WI-11TE BARN SPACE NO: Gpq THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY ' LSD&C PROJECT 00102849 A /E PROJECT 20170350.0 FOR IDENTIFICATION. SPORTING � i"--;;41- SALES WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER #: / GOODS TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER SQUARE FOOTAGE TOTAL 3,547 S.F. 83 6. G.C. SHALL PROVIDE A PROFESSIONAL CLEANING SERVICE FOR THE STORE AT THE TIME OF _; �» PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED (INCLUDES ALL ROWS WITH ■) ,' COMPLETION. STORE SHALL BE GLEANED AGAIN AFTER MERCHANDISING OF THE STORE AS STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION ("LSDC"). LSD&C PROJECT NUMBER. 00102849 "DUST-FREE" ' .M. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY NON SALES SQUARE FOOTAGE TOTAL 742 S.F. 17 % REQUIRED TO RETURN TO A CONDITION PRIOR TO OPENING. - - -A:: Ail, (INCLUDES ALL ROWS WITH ❑) APRIL 14 2 017 .� MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION ISSUED. - re i_. A ._. .:p.__.. . i1'-----I OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE 7. G.G. SHALL EXPLAIN OPERATION OF ALL MECHANICAL SYSTEMS TO STORE MANAGER. IP '- }= - ;. LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO SALES SQUARE FOOTAGE SUMMARY: • l ,;; ;'s mm'"°� , jI „ f �:- ' . 1, LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC. BBW SALES AREA 2442 S.F. • ■ 8. G.G. SHALL ASSEMBLE AND INSTALL REMAINING OWNER SUPPLIED FIXTURES HARDWARE ;- _ COPYRIGHT NOTICE: BID DATE MAY 31 2017 ARRIVING ON MERCHANDISE TRUCK. �, a `' �. THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN NBC SALES AREA 1105 S.F. • MACY'S _ F "" :. } ' a V "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990; REVISIONS 9. G.C. IS RESPONSIBLE TO PROVIDE (1) 30 YARD TRASH CONTAINER FOR ALL INITIAL 242° a. `' = , `i*_ :, i M« KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990, THE PROTECTION INCLUDES NON-SALES SQUARE FOOTAGE SUMMARY: 11 E VI S I 0 N S MERCHANDISE AC IN RIO TO STORE OPENING. M- 1 ` -' WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OFSPACES, AND ELEMENTS P K G PRIOR G P , T OF REQUIRED BY: DATE REQUIRED BY: DATE P.- '1.1 � I . THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY STOCK AREA: INCLUDES STOCK/STAGING, OFFICE(S) 497 S.F. 0 10. ONE (1) AS-BUILT SET OF DRAWINGS SHALL REMAIN ON SITE IN PLAN TUBE HOLDER. - �r IIli NORDSTROM RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY LIABILITY. POR REVISION & LANDLORD COMMENTS 05/26/2017 11. G.C. IS RESPONSIBLE TO INSTALL CABINET SHELVES - REFER TO CABINET SECTIONS FOR 9 E�1 v� 160 000 Sr AUXILIARY AREA: U y MECH/ELEC/TELCO ROOM(5), LAVATORY(S), EXIT CORRIDORS $ 245 S.F. ❑ A PERMIT COMMENT RESPONSE 06/15/2017 SPACING. :, o DUMBWAITER 12. IF BARRICADE IS REMOVED PRIOR TO STORE OPENING, G.C. TO INSTALL KRAFT PAPER ON r UNIMPROVED AREA: INSIDE OF STOREFRONT WINDOWS AND BLACK PLASTIC ON GRILLE TO BLOCK CUSTOMER VIEWSL L -- ALL SPACE ABANDONED BY BRAND S.F. ❑ INTO THE STORE. 'i(3 [111. NSTOREFRONT_ PUBLIC RESTROOM TOTAL LINEAR FRONTAGE 29'-10 5/B" L.F. POR UPDATES INCORPORATED IN REVISION 1 DISTANCE: ±400 L.F. N.T.S. N.T.S.. - 1-1 . I- " N.T.S. N.T.S. �� I� 1 TURNOVER REQUIREMENTSKEY PLAN DRAWING INDEX AREA CALCULATIONS ft 1 _ ; - �. :1 I� I ��al O S 142N-A000-P00-NOTE 42N-A000-J00-NOTE 42N-A000-E00-NOTE 42N-A000-A00-NOTE � ' f -' 02.25.10 02.25.10 02.25.10 02.25.10 PERFORMANCE REQUIREMENTS: A THE MAIN RUNNERS 4 CROSS 0 ' 1/2" EMT - RUN TIGHT TO STRUCTURE ABOVE COMPRESSION STRUTS TO BE 8 GA. HANGER WIRE @ 48" [1219mm] O.G. • Greenber farrow RUNNERS OF THE CEILING SYSTEM (4-0" MAX. FOR 1/2" 0) DESIGNED PER ICB0 #2244 OR EQUAL ACTUAL HOUSING VARIES AND THEIR SPLICES, 1-1ANGER WIRE AMONG TROUGH LIGHT 21 South Evergreen Avenue INTERSECTION CONNECTORS AND TOP CLIP SECURE SUPPORT WIRES TO EXISTING COMPRESSION STRUT SIZE CHART FIXTURE TYPESREFER Z Suite 200 EXPANSION DEVICES SHALL BE STRUCTURE OR STUD INFILL SIZE ' MAX 14T TO SHOP DRAWINGS 1/2" ' m] CARRY CHANNEL11111111111Fr 4. Arlington Heights, IL 60005 DESIGNED AND CONSTRUCTED TO 0.5'" DIA X 22GA 3"-0" @ 4'-D" 11mrn] O.C. t: 847 788 9,209 1( � CARRY A MEAN ULTIMATE TEST SPRING CLIP a 6 GA. VERTICAL HANGER WIRE @ 48" O.C. ALONG 0.75" DIA X 22GA 4'-3" ��L X12 1 •[ LOAD OF NOT LESS THAN 180 ATTACHMENT �✓ FRAMING _1" DIA X 20GA 51-0" �S�' c .. POUNDS (B01 N) OR TWICE THE � HOLESFRANK M. , 1.25" DIA X 20GA 7'-O" `�' ACTUAL LOAD, WHICHEVER IS �i 3/4" EMT - BUTT TIGHT TO 15/8" MTL. JOIST 1.5" DIA X 20GA 8'-6"' GREATER, IN TENSION WITH COMPRESSION POST FRAMING „ ,- „ 'ME .� 1 GRIE�(J --11 2 DIA X 20GA 11 6 8 GA. HANGER WIRE ��!---��� 5-DEGREE MISALIGNMENT OF THE SUSPENDED CEILING Q. DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK-NUT 2.5" DIA X 18GA 14'-6" @ 48" [I219mm] O.C, •13L`F AI 0 GROVE,IL• MEMBERS IN ANY DIRECTION, IN - -- pETAIL3"' DIA X IBCA 17'-3" I�� `�'� 6319 + AFTER CEILING SYSTEM IS LEVELED B O ECEIL�CCP_ 01 ;.2-] COMPRESSION. IN LIEU OF Z 3.5" DIA X I6GA 23'-3" 5-DEGREE MISALIGNMENT, TI-IE 1/2" C13mm] CARRY - -. LOAD MAY BE APPLIED WITH A ‘ CHANNEL @ 4-0"' AI /7 1-INCH (25.4MM) ECCENTRICITY ON IC50 #2244 OR EQUAL C1219mm3 O.C. GYP. BD. CEILING PER ' l iiII� A SAMPLE NOT MORE THAN 24 „„, FINISH SCHEDULEiboINCHES 610 MM) LONG ON EACH 1 5/8 x 16 GA. MTL. JOIST � ( 45 MAX 4 SIDE OF 714E SPLICE. THE FRAMING @ 48" O.C. 410.14,11 --..T TOP CLIP �/� REFER TO SPECIFICATIONS CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF ® 46' MAX. NOTE: STRUT BRACING WIRE NO MORE (MECHANICALLY THE MECHANICAL INTERLOCKING FASTENED) �� FOR PRODUCT INFORMATIO TYPE. ,° Arii* THAN 2" FROM cR055 TEE �8 oECE L NGeP -�- � -- REaUIREMENTS11 CONTACT & gTALLATION Fd). 7/8 x 20 GA. MIN. CHANNEL FURRING @ s INTERSECTION. 12 GA. HANGER WIRESPRING CLIP16" 0.C. SECURE TO 1 5/8" MTL. JOISTNOT REQD INSIDE STRUT FRAMING WJ MIN. 8 GA. WIRE 45' MAX. �� `. �4:. ¢ BULB CLIP GYP. BD. CEILING PER IIPPN E (MECHANICALLY FINISH SCHEDULE oile014 k:i FASTENED) z E.,FOR LIGHT FIXTURE FOR LIGHT FIXTURE C"1 SUSPENDED► CEILING � M � DETAIL LAYOUT REFER TO -_ LAYOUT REFER TP (4) 12 GA. SPAY WIRES - SPLAYED 90' FROM REFL. CEILING PLAN REFER TO SPECIFICATIONS REFL. CEILING AN 1 11*Q 7:30 '4".NOTE: L/R a RATIO EACH OTHER AND 45' (MAX.) FROM CEILING FOR PRODUCT INFORMATION, 2 NOT TO EXCEED 200 . c''� PLANE @ 12'-0" O.C. EACH NAY 4 WITHIN 4'-0" CONTACT & INSTALLATION D T - OF EACH NALL REQUIREMENTS. �/ F CD I- FULL 6" = 1'-0" 6" = 1'-0" • v) 2 cti GYP. BD. CEILING SUSPENSION SYSTEM (SEISMIC) M TROUGH LIGHT DETAIL Hpry CK LIGHT - SURFACE MOUNTED Z "' 42D-A123-M00-DETL 08.14.09 42D-A123-H00-DETL 01.18.15 42D-A123-D00-DETL 08,14.0' O U • GENERAL NOTES= 8" MAX 12'-0" O.G. MAX 6'-0'" x ' ° / MINIMUM OF 3 TIGHT -\\_Ei.o. E ROOF DECK / STRUCTURE INDEPENDENT UNISTRUT P1001 MAX SPAN 121-011C3658mm} 1. ENDS OF MAIN BEAMS AND CROSS TEES / TMP A 2I3 'r SPLAY WIRE/STRUT/ MAX TURNS AT ALL WIRES. OR (E) FLOOR DECK / STRUCTURES FOR USE WITH 'PR' AND 'PP' 0 MUST BE TIED TOGETHER TO PREVENT = PENDANT LIGHT FIXTURES CC5 SPREADING UN-ATTACHED SIDE °D ANGLE BRACKET OR COMPRESSION STRUT @ 12'-0" O.C. EA. WAY UNISTRUT BEAM CLAMP P2867A OR P2868A 11 Z-'V CLIP.CLIP. ATTACH PER a� T- 2. HEAVY DUTY GRID SYSTEM REQUIRED. -X -x--. --x-- -- --x-- �c ---� MFG RECOMMENDATIONS. AND WITHIN 6'-0°1 OF PERIMETER FOR DOUBLE CONNECTION TO SAME SUPPORT 3. CEILING AREA > 1000 SQ FT TO NAVE •x x x x x x x x x x x (/) CL .. HORIZONTAL RESTRAINT WIRE AND RIGID 12 GA VERTICAL SUPPORT WIRE CLUSTER OF (4) 12 GA SPLAY WIRES ARRANGED ,r BRACING. - I L1 @ 4'-0" O.G. EA. NAY. AND MAX. -/--- -�1,'� 90' FROM EACH OTHER WITHIN 2" OF DOUBLE NUT W/ LOCK NASHER Q C TE; 4. CEILING AREA > 2500 SQ FT TO WAVE • I Al2.3 8" FROM ALL EDGES. WIRE MUST \_ 'L- INTERSECTION OF CROSS "T" AND MAIN RUNNER. : - x x A x x A x x ♦ x x EXISTING STRUCTURAL SEISMIC SEPARATION JOINTS OR FULL I I NOT EXCEED A 14 SLOPE (±10' ANGLE SPLAY WIRES 45' MAX FROM PLANE OF E HEIGHT PARTITION. p I " " 3 5/8" [92mm] METAL TRACK SPANNING JOIST OR BEAM . _ = 8 MAX, CEILING. SPACE CLUSTERS 12 -0 O.C. EA. WAY J O it , " CEILING FRAMING - SECURE EACH END W/ (2) I� 5. CEILING WITHOUT RIGID BRACING MUST goo( x x x x x x x x x i C AT PERIMETER AND WITHIN 6'-0" OF CEILING PERIMETER -C HAVE 2" OVERSIZED TRIM RINGS FOR o I = \\ #10 TEK SCREWS. REFER TO STRUCTURAL O a) 0_ SPRINKLERS AND OTHER PENETRATIONS. ' I a 3/8" r}11 1, PROFILE OF PANEL EDGE DRAWINGS FOR GAUGE REQUIREMENTS. - 1/4" [6mm] 0 THREADED ROD w E 71,3 6. CHANGES IN CEILING PLANE MUST HAVE i3 MIN CLR _ " AND GRID STYLE MAY VARY. OR TUBE 4•x x x x x x x x x x 1- �1 2 (I) POSITIVE BRACING. H* 4 .�I- / Q 11 MAX s REFER TO FINISH SCHEDULE SUSPENDED CEILING ASSEMBLY 7. CABLE TRAYS AND ELECTRICAL CONDUITS .7• I z .P/ --\ 1 \\- / _ FOR ACTUAL SPECIFICATION. REFER TO RCP FOR TYPE BMUST RACED. INDEPENDENTLY SUPPORTED AND .x x ♦ x x ♦ x ♦ i '� p - z ��- , �-�1- IP% ACou5T1CAL 8. LIGHT FIXTURES (ALL TYPE5) TO BE I y o o o o - o o �l o �o o CEILING TILES - - - - MECHANICALLY ATTACHED TO GRID PER .x x x x x x C x x x �t `•'Q 9 I I 1 1 I I I I I I I um i I I I I I I , I I p VARIE NEC 410-16 (TNO 12 GA WIRES PER FIXTURE x x x x x x x x x ^REFER TO GLG PLAN Air-`-- UNLESS �`� _r - UNLESS INDEPENDENTLY SUPPORTED) • • X 2" MIN WALL MOLDING - . 9. COMPRESSION STRUTS TO BE DESIGNED ATTACHED SIDE HEAVY DUTY SUSPENDED GRID L GRID MEMBERS ATTACHED , „ PER ICBG #2244 OR EQUAL L2 4'-D" OR 2'-0" O.G. ATTACHED SIDE TO WALL MOLDING @ 2 SYSTEM MAIN RUNNER @ 2'-0" O.C. Al2.3 CROSS "T" MEMBERS 3/4�� ADJACENT WALLS USING HEAVY DUTY SUSPENDED GRID SYSTEM AIR TERMINALS SUPPORT REQUIREMENTS: EMT - RUN TIGHT TO COMPRESSION STRUT SIZE CHART MIN GLR PDP RIVETS OR SCREWS GROSS "T" MEMBER @ 2'-0" OR 4'-0" O.G. Z - z r z W Z - "` ., - �, W . s Z QW �N� W (20 LBS - POSITIVELY ATTACHED TO GRID x STRUCTURE ABOVE •JHEAVY DUTY JUNCTION BOX LISTED TO -1 g3 W W LA o vr z • (REFER TO SPECIFIC CEILING TYPE). � 161 o c, Z o 0 0- W o w 4 SIZE MAX HTSUPPORT THE WEIGHT OF THE FIXTURE 05 • 20 TO 56 LBS - POSITIVELY ATTACHED TO5/32" 1/8" " �� NALL OR SOFFIT FRAMING AND TE" (f I{ 4 - w DRILL HOLE FOR 0.5 DIA X 22GA 3-0NO GRID AND TWO 12 GA WIRES TO BOLT AND LOCKNUT AFTER0.75" FINISHES. REFER TO SPECIFIC DETAILS. Li o o d w = , z - z DIA X 22GA 4'-3" FASTENING TO STRUCTURE ABOVE TO W = i Q 6 a �6 W STRUCTURE MAY BE SLACK \ - `� a W °` ( ) CEILING SYSTEM 15 LEVELED 1" DIA X 20GA 5'-0" `r �� COMPLY WITH LANDLORD AND OR LOCAL �" . • >56 LBS SUPPORTED DIRECTLY TO „ , „ STABILIZER BAR AT SECURE J-BOX TO MTL. STUD USING 1/4 cs w a - T„ .- E0 - 86 .6-1- 0 1.25 DIA X 20GA 7 -0 0 o BUILDING DEPARTMENT REQUIREMENTS. W- "g STRUCTURE BY APPROVED HANGERS UN-ATTACHED SIDES ONLY. [6mm] DIA. BOLT AND DOUBLE NUTS N z o o z26 , c, Zxo - EMT - BUTT TIGHT 1.5" DIA X 20GA 8'-6" � ® 'lpvpWl �Z,�Z a p �m o Z � �� TO CEILING SYSTEM 2" DIA X 20GA 11'-6" ■ CONFORM TO BASIC MINIMUM REQUIREMENTS di it\ olyao , 4WW,, c. W oa Nx 12 GA HANGER WIRE♦ (4) SPLAY WIRES / COMPRESSION STRUT HIGH SEISMIC STORES 2.5" DIA X 18GA 14'-6" ESTABLISHED 1N ASTM 6636 SUSPENDED FIXTURE 20-60 LBS. [9-27kg]3" DIA X 18GA 17'-3" 0 UN-ATTACHED SIDE HIGH SEISMIC STORES W_ „ _ s m- - STABILIZER BAR IBC SEISMIC DESIGN IBC SEISMIC DESIGN I 1 o o - o Z =W _ z ," " ", REFER TO DETAIL R/AI2.3 FOR CEILING INSTALL PER MFG RECOMMENDATIONS a r a m W^o 4 U • GRID PERIMETER RIVETED CATEGORIES C, D, E & F: 3.5 DIA X 16GA 23'-3" CATEGORIES C, D, E & F LAYOUT REQUIREMENTS. Sao 0 c W W d z O U O Z = 0 rx 4 0 i d = 2 �? YG 4 K 0 [.� U 0_ ,,,, „, m W U O � W p K W Q : Wo Na r V O 1/8" 1'-0" 3" 1'-0" 1'-0" g.g,3c88 <,2ot2 - - oma = o 3" O U S w W 4 V O N O C LAY-IN CEILING IMG LAY UT SEISMIC LAY-IN CEILING SUSPENSION SYSTEM SUSPENDED FIXTURE ATTACHMENT O R (SEISMICI L .., 420-A123-R00-DETL 420-A123-LOO-DETL ' N 4 - 'c'- a o 02.10.16 02.10.16 2 0 f 0 LBS 4�D.A'2s-Coo-DETL 04.08.16 L' i - m o o ' a 5 t9 W= .W - � O DC Z_ Z i5 U] �® U S R' Q � � � U�N � � W Z r W -.I C it H J p'i0 W O W Z O O W W U H J d � m d Q W W F d = {=!1 G.C. TO NOT CAULK CABLES TO EXIT THROUGH HOLE 3-5/B" STUD LAID ON `' -. E2.....-,_ N` AROUND COVERPLATE IN TOP OF MOUNTING BRACKET. BACK; ATTACHED W/ c'.-=.- =Zd r WZ3 a OK Q0.cH oQ=WV1 tO ,3� = m ,_,WQ - Op # . ? W .. 2oG.C. TO PROVIDE MINIMAL HOLE ANGLES. Zx. =oo as6a o IN STUD AS REQD FOR CABLING ooa N" Ez "N4 _gWZff'^ 8GC TO SI-11M AS REQUIRED mWWW § 0QU WQ gfl d 2WV c Qd0. 1 WTE-HS OW i L , m #8 MTL SCREWS; TVP. dryTRAFFIC COUNTER E LI 12 G . HANGER WIRE MOUNTING BRACKET. o FINISH VARIES, SEE A04.1 FOR ° O G.G. TO INSTALL FLUSH O • o $ 48" O.C. W/IN 6n CEILING CONDITION AND FINISH -- =-- WITH CEILING0 Q In OF END OF CHANNEL - - l - I 0_ V) M L - _ - L I 4/AL - 111 N o ARMSTRONG AXIOM 4T- SUSPENDED T-BAR GRID 5 3/4" [146 4 m� o (AX4STRWH) CLASSIC PER FINISH SCHEDULE SALES AREA ALIGN MALL SIDE R.O� � TRIM CHANNEL SIDE I■I� CO TRAFFIC COUNTER, SALES AREA IFIL iL SHOWN DASHED F2 i SIDE R123 ( )SECTION z TRAFFIC COUNTER 6 1/2" C216mm y immo MOUNTING BRACKET COVERPLATE 'I - ( a R ! _sL_ _ _ _ _ _ _ _ _ _I • LLI IllsOs ) i � w ■ - o r+ I i a o E�r �� ..a _ F3 c) z W �„ ® "� ■ . Al2.3 u� 3-5/8" STUD LAID ON BACK; eng‘ 0 nQ.. Q O G �L !�IIII .. 1 -t 1.- ATTACHED W! ANGLES, REFER T RCP II • ,III #8 MTL Y B.O. GET LI NG -- _ a I SCREWS; TYP. o 00 INSTALL (I) OWNER \ I i "74-,, i I O O N SUSPENDED ACO PROVIDED SCREW co o +, `- - Wap o CEILING TILE - AT EACH SIDE INTO �n `- SCHEDULE PRE-DRILLED HOLES ♦ L - J ` 1. . ,-; � - 8 et Z o oir B' [ 03mm] MIMI rilli - >-, W J O a ix Li:2 TRAFFIC COUNTER, REFER TO A04.I 8" [203mm] FOR QUANTITY AND PLACEMENT , ' 01' 0 0 0 ~ FINISH VARIES SEE R.O. PLAN MALL SIDE A04.1 FOR CEILING SECTION M 0 N Z CONDITION AND FINISH - W Cl) z O E- Z ~ N Q 6" = 1'-0" 3" 1'-0" < B ' AK AREA SUSPENDED CEILING TRIM TRAFFIC COUNTER MOUNTING DETAIL - F o O 420-A123-P00-DETL 42D-A123-F00-DETL d I- O as 08.14.+x' 09.29.16co _ X30 • W REFER TO SPECIFICATIONS FOR z Z © a p NOTE: / - 1 = z � Z >_ ex REFER TO SPECIFICATIONS SECTION PRODUCT INFORMATION AND CO VARIES _ -- ._ 083100 FOR MANUFACTURER AND / B.O. ) JOIST w U in 1- w z c� MODEL NUMBER. / III Q pp o< Ca MECHA ALLY FASTEN TO STRUCTURE o 0- ,0 o in n., PER MFR ' COMMENDATION ANGLE V) m 0_ tv o J ARIES - - --_ - - B.O. ) JDI ' BRACKET IF B GA. WIRE @ i." [1219mm] O.G. AND W/ IN REVISIONS: ipir0 6" [152mm] OF EN' OF CARRYING CHANNEL REQUIRED BY: DATE MTL. 'L' ANGLE FASTEN PRIMARY ANGLE BRACKET Alii MTL. `L° ANGLE FASTEN � WALL NS/CREWS C. i POR REVISION & LANDLORD COMMENTS 05/26/2017 CARRY CHANNEL TO CROSS CARRY PI FASTEN CARRY CHANNEL To TL. 'L' ANGLE PERMIT COMMENT RESPONSE 06/15/2017 CHANNEL, CONT. AROUND OPENING. MECHANICALLY W/ #10-1 I/2" [38mm] SHEET . SCREWS 1111011111111 FASTEN W1 SHEET MTL. SCREWS FASTENED PER MFR 4 5/8" GYP. Ad X / f RECOMMENDATION BD. OVER 1-I/2" C38mm] CARRYING CHANNEL @ :" V AX „ MTL. STUDS [1219mm] Q.C. AND WITHIN 3" [76mm] D' C76mm Zi . A'II 12 GA. HANGER WIRE WALLS (SPACE 24" [610mm] O.C. FORNM MEM FIRE RATED CONSTRUCTION) - FASTEN � �� 0� $ 48" O.C. WIN 6" CHANNEL TO 'L' ANGLE WITH MIN. IBGA 'd J�_ OF END OF CHANNEL reb REFERTORCP i ��1� �. CLIP ANGLE AND (I) f0 SCREW EA. LEG MTL. �� BLOCKING YB.O CEILING - REFER TO RCP _ .,... ,. :.` SUSPENDED T-BAR , 8.0. CEILING -- - GRID PER FINISH lir FIAT A©I SENT SCHEDULE (11DATE ISSUED: 04/14/2017 GElLlNA JACE I 5/8" [16mm] GYP. BD. DESIGNED BY: JW ACCESS PANEL FRAME Wel �,I7/8" [22mm] METAL DRYWALL CHAN ATDRAWN BY:- ACCESS PANEL WITH "DROP-IN" STYLE REFERTO RCP LMP - -_ - I ■'� 16" [4D6mm] O.G. @RIGHT ANGLE • CHECKED BY: LMP DOOR. FINISH TO MATCH CEILING B.O. CEILING . CARRYING CHANNEL. ATTACH T, ETHER W/ 7/8" OA, METAL FURRING CLIP OR TI IRE - SELF TAPPING SCREWS SUSPENDED ACOUSTICA I PROVIDE 1 [25mm] CL BETWEEN CHANNEL CEILING CEILING TILE PER FI END AND ABUTTING LS AND PARTITIONS & LIGHTING TAPE JOINT (TYP.) FLUSH ACCESS PANEL, SEE CEILING illbitt SCHEDULE 5/8' " DETAILS C16mm] '. BD. ON 3 5/8 C92mm] MTL. STUD PLAN FOR SIZE AND LOCATION. TRIM WHER f CURS r: DRAWING NUMBER: CEILING MOUNTED ACCESS PANEL 3" = 1'-0" 6" = r-o" 3" = 1'-0" i ��>> N LING ASSEMBLY iA.C.T.) LING @PERIMETER WALL 11 � 1 r I] DROP IN - T R I M L E S S 42D-A123-N01-DETL 02.14.17 42D-A123-E00-DETL 05.14.*' 42D-A123-A00-DETL o; " PAUL J. FORD STANDARD CEILING 1-(ANGER WIRE @ 48 c/c (PROVIDE & COMPANY DIAGONAL WIRES AS REQ'D FOR STANDARD DRYWALL CEILING NOTE: SEE STOREFRONT FRAMING PLAN A/502.01 2501=Broad 5t,Ste 600 Columbus. OH 43215 CONSTRUCTION). Phone 614.221.6679 www.pauliford.com / 6'-0" TRACK TOP 4 BOTTOM 2 FOR LOCATIONS WHERE BEAM 15 CONTINUOUS 1 EXTEND TO STRUCTURE ABOVE (TOP Cl-FORD OF JOISTS OR / , a ACROSS TOP OF COLUMN A65717-0010 / STEEL BEAMS) AND WRAP WIRE WITH MINIMUM OF 3 TIGHT 21-011 21-0" 21-0" 61-0' LAP OF SIDE TRACKS 4p pR©F�s TURNS. STUD LAP 2'-0' ), 2'-0" 2'-0" �5�� GINE `Ii0 MAX LOAD PER WIRE = 610 LBS ALLOWABLE LOAD1 wV *Ca F,� 'L� LAP OF STUDS 8.1 B e s2sesP STANDARD CEILING HANGER WIRE @ _ - - • - •- Old . - . w . . -. • - - , - w . - - _ _ .a TE - . -• . . . - - NO SEE CODED NOTES `�4R � ,�� 24' O.C. • . - •- - . . • f w , V501.01 FOR BEAMS �Q hi 3 @>`' EXTEND TO STRUCTURE ABOVE - -� REQUIRING WEB STIFFENERS lc. P SPO CONTINUOUS 3 5/8", 20 (TOP CHORD OF JOISTS OR STEEL " � ��"- AT BEARING POINTS GA MTL STUD #8 SCREWS @ 6 O.0 MAX 5.1 B 4.1 BEAMS) AND WRAP WIRE WITH 3 5/8% TRACK AND @ I" MAX FROM END OF SEE DETAIL C IAPIRAT1ON I ATE' MINIMUM OF 3 TIGHT TURNS. TOP BOTTOM ( (SEE DETAIL I MAX LOAD PER WIRE _ ANY INDIVIDUAL MEMBER Al503.01) A/503.01) I JUN 1t52017 IF DRILL HOLE AT MID-DEPTH OF 610 LBS ALLOWABLE LOAD. TOP VIEW 3 5/8' TRACK #8 SCREWS @ 6" O.0 MAX CONT STUDS AT •NT TRACKS ON I STUD FOR CEILING WIRE TOP 4 BOTTOM AND @ 1' MAX FROM END OF CENTER OF DIAGONAL SIDES OF DIAGONAL I C ATTACHMENT, TYP I I1,=-1m--7 (AT SPLICE) ANY INDIVIDUAL MEMBER BRACE (SEE VI EN BRACE (SEE VIEW -� ' I II -_p 1 1 #8 SCREW, TYP ALL STUD GAUGES 4 SCREW C-C OF A/503.01) C-C OF A/503.01) _ I immistr m / SIZES TO MATCH DIAGONAL4 BRACE STUD GAUGE 3 " ALL STUD GAUGES 4 SCREW � AC DIAGONAL SIZES TO MATCH DIAGONAL TOP VIEW r ____ - T' ,t I , i_ __ ___ SCREW SIZE, SEE A/503.01 I BRACING. SEE BRACE STUD GAUGE _ L� VIEW B-B OF SCREW SIZE SEE A/503.01 SEE PLAN DETAIL A/503.01 _ ! 4 SECTIONS FOR SEE ARCHITECTURAL BUILT-UP BOX 44 W Z O G1 DRAWINGS FOR LIGHT GAGE SEE ARCHITECTURAL SECTION 5.1-5.1 BEAM 18 GA TOP TRACK MRd- FRAMING DRAWINGS FOR LIGHT (TRACK DEPTH SI-IALL 0 M GAGE FRAMING OPTIONAL SPLICE OF DIAGONAL BRACE OPTIONAL SPLICE OF DIAGONAL BRACE MATCH STUD DEPTH). i- vi SHOWN IN VIEW B-B OF DETAIL A/S03.01 SHOWN IN VIEW C-C OF DETAIL A S03.O1 ( H PLATE8)-#8 PAN HEAD D 17:3 .o - / EACH SIDE WITH STOP FULL LENGTH Q 4,-,3 -- SCRENS. TRACKS OF BUILT-UP O COLUMN SNORT OF TOP Itoi - E g 1 1/2"=1'-0" -- TRACK Z H ECu SUSPENDED FRAMING DETAILS • PTIONAL SPLICE FOR DIAGONAL BRACING � Q , OODSOSISOODETL 11.11.16 -- ctl U VO MTL STUD FRAMING, TVP. SEE 4 0 WALL LEGEND ON ARCH NOTE: SRI DGING 15 NOT REQUIRED IF 03 DRAWINGS, 4 DETAIL N/S01.01 „ SHEATHING 15 ATTACHED TO BOTH I� FOR STUD MATRIX 1/2 FACES OF THE STUD. (SHEATHING 3 5/8' OR 6' DEEP TRACK Z L() INCLUDES, BUT IS NOT LIMITED TO, 3 5/8" OR 6" DEEP STUDS �- AS REQUIRED BY OTHER GYPSUM BOARD, PLYWOOD, CEMENT IS GA VERTICAL SLOTTED SLIP-TRACK "SLP-TRK' BY AS REQUIRED BY OTHER SECTIONS AND DETAILS Lli 2Li) SECTIONS AND DETAILS �- ,<( , 2" x 2" x 16 GA CHANNEL CLIP ANGLE 1/4" BOARD, ETC.) DIETRICH SYSTEMS, INC. (DEPTH TO MATCH VERTICAL W - LESS THAN STUD WIDTH, TYP. - ATTACH AT STUD DEPTH) ATTACH TO STRUCTURE w/ #12 SCREWS �� �/ 1:) EVERY STUD WITH (4) #8 SCREWS -- AT CD- 6" O.C. STAGGERED (EACH LINE SPACED AT 12' O.C.) WE IN METAL DECK OR 0.157" DIA PAF (3/4' EMBED) AT ..1 AT LOCATIONS WHERE VERTICAL 6" O.G. STAGGERED IN CONCRETE SLAB (w/ OR w/o RUNNER TRACK STUD SPACING IS TIGHT, (MAKING METAL DECK) SEE ADJACENT NOTE 2KING STUD 1_IGHTGAGE BOX BEAM TO �, INSTALLATION OF ANGLES DIFFICULT I 3/4" / 3/4" 3/4" / 3/4" COLUMN CONNECTION (TYP, AFTER STUDS ARE IN PLACE), i MAX I ' MAX _ MAX MAX _ UNLESS NOTED) • I- ~ ATTACH ANGLES TO STUDS BEFORE ii � INSTALLING STUDS. X - - - - - IrLll�l�l11 `� - ii • Ir SECTION OF RUNNER TRACK FOR - - - - SEE= PILAN AOR SIZE 41111rIlig —�+r 3/4 DEFL. GAP 3/4 DER.. GAP ATTACHMENT OF HEADER TO FULL h4.1. .0 i HT STUD STANDARD TRACK • SEE SCHEDULES FOR SIZES AND STUD 7 1 .. SBUILT UPUCOLL LUMNI4SHDRTK F BASE INSTALL SLIP TRACK AND 1 FIRE-SAFING MATERIALS #8 SCREW \ OPENING TRACK " a PER MANUFACTURER'S 1 1/2 WIDE x V2 DP x 16 GA {I) #8 WAFERNEAD SCREW IN EACH ( ') COLD-ROLLED CHANNEL - LOCATE RECOMMENDATIONS TO I Olt FLANGE OF EACH VERT STUD. N = 2 I " ACHIEVE ONE HOUR FIRE < 2 W o 2 o r AT 4-0 O.C. MAX VERTICALLY I (2)-#8 PAN HF�D t,.-Tr,,' . o ; G a o a a INSTALL PER MANUFACTURERS A A N W LT, W Z N = W EE 4 2 a RATING 18 GA BASE TRACK 6 w y J RECOMMENDATIONS n L!. ._J SCREWS EACH SIDE = o m ; = ,4. Q V (TRACK DEPTH °E - z �a o Q o g ES SHALL MATCH STUD I (NON-RATED) (ONE HOUR FIRE-RATED) JACK STUD DEPTH). !,c';',..1 :0 -21: : -m V � U �O. WNOTE: CONSTRUCT WALL PER UL ASSEMBLY - _ _ .< 0 - _ :-REQUIREMENTS SHOWN ON ARCHITECTURAL ] fit) =Ua _ QS3 - 'oDRAWING5. ILIGHTGAGE BOX COLUMN BASE WV 1 ? o ,- 2 w' 9VIEW A-A CONNEGT!Oly a, �'z^ce o -16 .2-21 `,.=,.' 21- '(z (-3 (4)-1/4' DIA HILT! KW HUS-EZ _ ~` = (TYP, UNLESS NOTED) a a- i CONC ANCHORS w/I 5/8' EMBED %t= >(o 0 a U >-m -- o Et w r w''-" = a � U'8 � N.T.S DEFLECTION TRACK 3"_1'-0" U ♦ w�N w d. ~O d x p V � Y JJ 0. O BRIDGING DETAIL R L LIGHTGAGE LINTEL DETAIL N.T.S.NTS 3"� -0" aa . ® u13-x NQo_ _ D 0 100 E1:TL DESIGN CATEGORIES D E & F OODSOa1L1o0DETL G LIGHTGAGE BOX COLUMN DETAIL C LS ?�a N 4,=ao a 4 ,x' 00 8 3 R D OODSOS1G00DE1=TL OODS031COOCOLl1A N = m >q o U o N 08.14.061 08.14.061 f0.26.i0 a2 o ! aoz z Tl a v' rgo U U �W 4 U= V�{/� El L. Z 7 = -. -. li J li a�� J l= O 2" WIDE 16 GA. t)� aZy ,E � _ � _ _ `^ 'min m v' a " HOLD-DOWN STRAP. CUT / - - - - - - o w r N TO FIT. 1 I 1 ` 1 II I " o ° = � oz 0 = a , In .._ W aN �W � a� moo i:.ia 3 �J � � 111Millii �a 3 .--. ..y.. U J v, NOTE: (2)-#12 x 3/4" LG SCREWS I 17//.I/////� ���IT/�� I BEFORE INSTALLING ANCHORS 2x2 x0-6 LG z A L=o -1;o .1 _ g o IF REQUIRED BY LANDLORD USE ` �, a �, W =o o ,7„, = 12 GA FRAMING CLIP m���a � � o4p��� � � � o� w � I W/ 3 #B SCREWS �zoa � N W -a�W= 4W ��� Wm MINIM CONTRACTOR SHALL VERIFY WITH MALL ( ) 3/4" CEMENT BONDED PARTICAL I l MANAGEMENT THAT ATTACHMENT CONTINUOUS TRACK BOARD IN PLACE OF PLYWOOD. 3x2xl2 GA x IG LONG FRAMING I I SHOWN IS ACCEPTABLE. p CLIP LLH (TIGHT TO WATER 0 CENTER DIAGONAL o HEATER - 1 OVER VERTICAL (GAGE TO MATCH to • o / WALL STUD EXCEPT SEISMIC Ii CONNECTION STUD ' ■ o_ V) NO N ECTION AT USE 20 GAGE MIN RESTRAINTS. SEE " �7a N1NlN• �` DETAIL B. 3x2x12 GA x 4 LONG �l CONNECT TO ;N AT DIAGONAL, TRACK} v) r FRAMING CLIP LLV fj _ii EXIST JOIST CHORD OR IXIST SCAM EXIST MTL DECK OR ATTACH TRACK TO .II ATTACH O TO EXIST STL EXIST MTL DECK OR CAMP 1 (6)-#12 SCREWS AT EACH COMP GONG SLAB DOSTING STRUCTURE o BEAM FLG ATTACH QTO EXIST STL ATTACHMENT PER DETAIL E/503.01 WALL STUD w/(2)-#8 N - WATER HEATER 1,a IMP- / w!(3}-#12 SCREWS LANG SLAB 7 / r)( W/(3)-#12 SCREWS Fy SCRE-WS EACH SIDE. WALLS IAIHERE w/GALV DRIP PAN /WATER cj, Op A , MAX WT = 150 LBS I HEATER I I v - - - _� y DIACONAL IS 1 ' (SEE PLUMBING r///i �� ,� o ATTACHED TO TOP OF 0 F- I I DwGs} DRIP 1 - -� I \ 1 J �' , WALLA Or) a H PAN / / / / � � �/ / — - - — I 1 IIIIIIIIMIRMITIMIT1 49f T� c``'a2 � 1 - 1 arx � LI /4" I I 0 le LJi -� I, SEE ARCH DWGS -1" DIAG BRACE /' \ J ' ` a ' '"' ;'(6 FOR ELEVATION / / Q ® t - I - 1-11 0 cc ca a i 3,1 / // 0 �' 4 CONTINUOUS TRACK (GAGE TO \1 ---- r DRYWALL / / 1° Q EXIST JOIST DIAG BRACE VIEWS AzA, ��$, MATCH WALL STUD, EXCEPT USE O _I co 0) ---, • SEISMIC RESTRAINT , 1 CHORD OR BEAM O \ \ c c_,, D-p 4 g- 20 GAGE MIN TRACK) wo co DETAIL B / 1 FLG CONTINUOUS �,� \ r p U N .\---- OUTSIDE EDGE /� 0 . \ NOTE: FOR DOUBLE STUD a i m o I JOIST TO SF-AR ON (2)-#q x 11/2' LG SCOTS TRUGRIP DIAG BRACE / \ SHALLMEND ASE CLOSE ASUD II CONNECT TRACK TO VERT STUDS O ct o I1 JACK STUD SCREWS WITH BONDED WASHER BY 8 VI EN A-A I MAX \ POSSIBLE TO END W/{I)-#8 SCREW IN EACH FLANGE IBUILDER( THROUGH THE DRIP PAN1 I 6"x 1 5/8", 20 GA AND INTO THE PLYWOOD. VIEW 8- V VN C^� CONNECTION, TOP 4 BOTTOM. OF EACH STUD, EXCEPT INSTALL Lu w D I I STRUCTURAL JOIST @ 16" (2)-#8 SCREWS IN EACH FLANGE O.C. MAX. a Q 1- AT VERT STUDS WITH DIAGONALS I I CONTACT STRUCTURAL ENGINEER FOR DIAGONAL PERPENDICULAR TO EXIST BAR JOISTS OR0 D Q 2 -#8 SCREWS AT STEEL BEAMS @ 61-0' rei z ( ) EXIST BAR JOISTS OR STEEL 4 -#$ SCREWS � 1 1 EACH JOIST EXIST BAR JOISTS OR REVISED DETAILS IF JOIST OR BEAM ( } SPACING EXCEEDS 6'-8". BEAMS O.G. MAX WALL OR STOREFRONT STUD. C Z III I n l I I STEEL BEAMS @ 6'-0" 0 M cn JACK STUD O.C. MAX Z I- N w al SECTION 1— 4 20 GA. DIAGONAL BRACING OPTIONSo 0 z c rn 1w_i.-o. I I Q t=!! m 1 DIAGONAL LEENGTH- ;,/- O Q p i- iii DIAGONAL LENGTH- , " , " � ca _ Q UPTO10'-0" 10 -LTO16-0 O w 3/4" THK. FRT PLYWOOD, CONNECT ._ O ®- TO SUPPORTS L - DBL 3 5/8', 20 GA. STUDS - = Z z SEE VIEW B-B FOR o tol w/#S SCREWS @ 6" c/c AROUND - <>< SINGLE 3 5/8" WITH 1 5/S" WIDE FLANGES }- .c� �" L GONNEGTION l w W v 3 5/S", MTL STUD PERIMETER 20 GA. DIAGONAL .74. Q OF DECK. Q o o cn o FRAMING, TYP �� L 1 5/8" 1 5/81, ,, ceCO O v w 45 OUTSIDE EDGE ��' ', • #S SCREWS k N JOIST TO BEAR SEE VIEW B-B FOR A @ 12"c/c REVISIONS: 2'-6" MAX ON JACK STUD DIAGONAL PARALLEL TO CONNECTION RECUIRED BY: DATE SEE ARCH EXIST BAR JOISTS OR POR REVISION & LANDLORD COMMENTS 05/26/2017 STEEL BEAMS ct ic _ VIEW A-A VIEW B-B PERMIT C011YENT RESPONSE 06/15/2017 "6x 15/a', 20 GA. PARTIAL PLAN VIEW Q a 11 EDGE JOIST 6' JOISTS ARE TO BE 20 GA STRUCTURAL STUDS DIAGONALS PARALLEL TO0 In DIAGONAL LENGTH- DIAGONAL LENGTH- DIAGONAL LENGTH-- T SEISMIC RESTRAINTS. EXIST BAR JOISTS OR STEEL BEAMS 18'-I" TO 20'-0" 20'-1" TO 23'-0' 23'-1" TO 25'-6" $ • • SEE DETAIL B. - - J-f- O1 CONTINUOUS I I ' DBL 3 5/8", 20 GA. STUDS DBL 3 5/8', 18 GA. STUDS DBL 3 5/81, 16 GA. STUDS I I • ,I _ ,� .��__ WITH 1 5/8' WIDE FLANGES WITH 1 5/8" WIDE FLANGES WITH 15/S" WIDE FLANGES -y- 3 5/8", 20 GA TRACK EA 3 5/8", 18 GA TRACK EA 3 5/8", 16 GA TRACK EA NOTE: POSITION CODED NOTES: SEE VIEW B-B FOR • � 1 - . - ti SIRE. :2: DE. SIDE. A N.1 I ' I, ~'.-" , RESTRAINT STRAPS TO O 6", 14 GA MTL STUD WITH 6", 14 GA DEEP LEG r`' CONNECTION 503.01 I V MISS WATER HEATER [V 1 5/8' 1 5/8' 15/6' I ` `' TRACK. I�111 I < FITTINGS. X. r�lie� 5/6I-Nit I PARTIAL }'LAN VIEW n DIAGONALS PERPENDICULAR TO #8 SCREWS '� :13 CREWS #10 SCREWS '� 12"c/c "c/� @ 12 C DATE ISSUED: 04/1 4/2017 I. 6'x 15/6", 20 GA. CONNECT PLYWOOD DECKING TO EXIST BAR JOISTS OR STEEL SEAMS VIEW C-C VIEW D-D VIEW E-E DESIGNED BY: SLH I . .. ki JOIST. ATTACH TO EDGE SUPPORTS w/#8 SCREWS @ 8" c/c AROUND #12 SCREWS @ 6' O.C, MAX AND - DRAWN BY: DFS _ I. . 1l121 I JOIST w/ (2) #12 PERIMETER OF DECK, AT PANEL EDGES 2" FROM EACH END SPACING OF DIAGONAL BRACING * CONTACT STRUCTURAL ENGINEER FOR LENGTHS CHECKED BY: GDK II I SCREWS @ EE. AND AT INTERIOR SUPPORTS, C 2 x 2 x 12 GA x 6° LG FRAMING CLIP, ONE INTERIOR PARTITIONS - 48" O.C. MAX LONGER THAN 25'-6". I . - SIDE OF DIAG, W/(3)-#12 SCREWS EACH STOREFRONT FRAMING - 481 O.C. MAX F LEG. STRUCTURAL 6"x 15!S", 20 GA. 6"x 1 5/8", 20 GA. CONSTRUCTION EDGE JOIST OUTSIDE EDGE JOIST SEE 1-1/503.01 FOR OPTIONAL SPLICE IN DIAGONAL BRACING DETAILS SECTION SEE 501.01 FOR LEDGE LOCATION DIAGONAL BRACING ATTACHMENT TO EXISTING BAR JOISTS OR STEEL BEAMS DRAWING NUMBER: 1" = 1'-0" N.T.S. " _ ��� ,� z� �, WATER HEATER SUPPORT ON SHELF TYPICAL DIAGONAL BRACE CONNECTION TYPICAL DIAGONAL BRACING - 1 _ 19_0" (i I) � (,�� SEISMIC DESIGN CATEGORIES D, E F 00D-8031-N04-PLAT 000soslEOOB RAC STRUCTURAL STUDS - SDC DI E & F 05D-S031-A01-BRAC A " - ``-=` `� ° v 11.11.16 "-.14.09 02.•1.1 sow DIAGONAL ANGLE BRACING PAUL J, FORD SIZE MAXIMUM LENGTH PJF & COM PA N Y L 2 1/2 x 2 1/2 x 3/16 81-6" 250 E Broad St,Ste 600 •Columbus, OH 43215 L 3 x 3 x 3/16 10'-0" A Phone 614.221.6674 wvww.pauljford.com L 3 1/2 x 3 1/2 x 1/4 I2'-0" A65717-0010 L4x4x1/4 13'-6"+ 3/161/ /r- CONCRETE SLAB ��4� FS D PROF L 6 x 6 x 3/6 201-0 A •c �k. t— a 44,1/4 V4 3/16V L8x8x1/2 25'-6' Q 62;;`l,E' ' r 1iIMIIIIMNIMOWIMMIIMIIIMIIMIll tel/ IY --ur ill Kw7 Im I 1/11frhiftP C. OREGON ,, 7 DIAGONAL + vi�FP 2320��`, l2V2 x2 1/2 (SIZE PER I P. pC\� x3/16EACHART) 1�Il�rlou pare: CON El L6X4 JUN 15 2017 L6X4X3/8 � 0 LLV �1111146;NSIDE DIAGONAL (SIZEPERCHART) DIAGONAL (SIZE PER CHART) \\- FIELD WELD L2x2xl/4 FROM EXISTING BAR JOIST LOAD LOCATION TO NEAREST BOTTOM CHORD PANEL POINT. 1= N (TYP, 130T1-I SIDES) 11 iaCI) AM' N N - -1 lik.."- UI) 01 4:I- N EXIST. JOIST 0 N Ce) TYP 3/16 N A C'7 ti VIEW A-A I— U) Tr> 3/16 VI 1/271:4) U .2 �r D © .4 DIAG CONNECTION PARALLEL Ti I I T DIAG CONNECTION PERPENDICULAR TO JOIST cc i— ciC c V) = x -- 1 1/2" : 1'-0" Z NOT USED M ANGLE BRACE CONNECTION TO STRUCTURE ABOVE D Z _ • o -- 0:5 U (.) 0 >, o rej PAN" Z /.%///. /�////////////////////, // �//////�, // , Vi. 0�. / /Wil / /// EXISTING WNNECT TO W 7 G. a I- o CONNECT TO / / / / STRUCTURE PER 0 VERTICAL SLOTTED `n ,; EXISTING / // CONNECT TO /7 / / DETAIL E/503.01 W I STRUCTURE PER / pCiSTING STRUCTURE / / W _ SLIP-TRACK PER �? I / / / / J p DETAIL E/803.01 / PER DETAIL E/503.01 CONTINUOUS HORIZONTAL STUD DETAIL 1./503.01 CONTINUOUS DEEP LEG cv a N / / s` ITRACK (TRACK GAGE / (SIZE TO MATCH WALL STUD) / / 0 :z I TO MATCH STUD GAGE) i M / 3 5/8 DIAG BRACE I- 1 I -OFT // / SEE DETAIL A/503.01 CONNECT TRACK AND 3 5/8" DIAG BRACE Fes-- EXCEPT FOR THIS CONDITION, STUD TOGETHER II // SEE DETAIL A/S03.01 (2)-#8 SCREWS INTO _ ///// w/(2)-U8 SCREWS €i 8 c/c / EACH VERT STUD DIAGONAL BRACING MUST BE / / -A— // J. SPACED 32" O.G. MAX /// • /L/ / 1V-0'1 A.F.F.i15 ` 4',44 " // 13'-0" A_F.F.0 SEE ARCH DRAWINGS / •/ G.C. TO FIRESAFE r / SEE ARCH DRAWINGS _ FOR CEILING ; PENETRATIONS IN �► . i . FIRE-RATED WALLS FOR CEILING W o s r / \1 — — — — . .,- . 1 1 da �Uwo= � Wv� o d' D .d W O w N< 4^ G.C. TO FIRESAFE G.G. TO FIRESAFE Q z 1-X=Z o 1- W~o 1 I I PENETRATIONS IN PENETRATIONS IN (6)-#8 SCREWS FIRE-RATED WALLS FIRE-RATED WALLS 52 w o 2 W =,2 8 GI z Z :2 7,_ W 4 C7O� <i��� a -O� R' T 2 Iw/f= O L-5_):1-, =Q N r I w 2 W d d �W 3 x a V o b w (6)-#8 SCREWS mop. = -4�w~= oNU�,� . I w <Eg �. �4., s, azzc..i o � W � �W z c)z . - ®oz m .51E 5 EXISTING '21=32 l` C'2 - - U W a z DEMISING ogm8 �tiNo; - 012 WALL 06w0 4S qzwU w� a =�� o tY 0 W R Y U O:Z 5 U c,{ �� +n wt w �v o . 1 ;:4Hb E-sNOTUSED 1111 11 . . . . . . ~ // 1 n-d H O 4 q3y c� F, O L E 2 E x Vl U 1 W 1% N �p W�O 2.1 z �o ` ,nor Z U 1 I „1,..„1,1 _..„ H ,1 m d Z i T d i 0 4 Zp 1i.1 11 //// U r�Z Q��w U 120 J ' Ll 1 O I I . Z ,11v) -.L6=6.1 NO w m>- N Y5 N N _ }' oPGO o 3 W UVI Gl O2 1 l°'3 F �, Oz "' = x0zz�� oz Cox~ N o0. STANDARD BRIDGING v7 STANDARD BRIDGING � - STANDARD BRIDGING ; z w 2 3 a o iLnLit I M I " I M occo'Uw . aU rw iE.00 r AT 5-0 O.C. PER I = AT 5-0 O.C. PER AT 5-0 O.C. PER -~= N• . .-- ,,�, o' U7 DETAIL R/503.01 ! w DETAIL R/503.1 DETAIL R/503.01 = . _ k. 2 T yO - C S U W gmE Y V• U O J W� U LTA i 0- .0, , 2 O.W 0 ..W 0 d H O 2 4 .„U J d 7(1 P : I E 3 z(r) : o r � � a E 3 0 �' o ce o~_. 1' • v o o © 3 - - 6 0 r--- r"--. �� '� OO " I Q !H - Nil(NIi _ _ 113 . . O 7'2 iy (1) LT) / zLij m I ZWillW o I p c/) p z a : SEE ARCH DRAWINGS w N ' N SEE ARCH DRAWINGS I SEE ARCH DRAWINGS ` J FOR SHELVING FOR SHELVING FOR SHELVING CONNECTION TO WALL4 CONNECTION TO WALL ° CONNECTION TO WALL IVw © WsZ p. WOaC a lp Y �WQ I : Lii Li) Zuotg9 QuI /// 1 o- CD .6:C 1 V--< III§ 0 I I II I H I I . I 0 © �- co 7O U (\I ,W S/ ro M CO CI CC Z W Jo II Wn F- NON-SALES NON-SALES NON-SALES 4 '( Q SHELVING. SEE . . • SHELVING. SEE SHELVING. SEE 0 Doi- ARCH DRAWINGS I I ARCH DRAWINGS I I I ARCH DRAWINGS 0 V) in z p 16 . . / / 5 ; : ; C ZM I •. 6 Z ,j n w NOTI Q/// 1 o z � USED __ P 11 /1/ 1 g I ,= cn =1-- 0 . .... co , 16.i 14 /// 0 _ 1=7 1 // 1 LIJI6 < cl) Lij QQooCe 2:-• (71 1 1 /// 1 a lilIli V) CDa... cvnim _ REVISIONS: i I // 1 REQUIRED BY: DATE APOR REVISION & LANDLORD COMMENTS 05/26/2017 \ \ I Lt1 — — . — " • • I IT • I A PERMIT COMMENT RESPONSE 06/15/2017 TABLE A3 TABLE A2 TABLE Al STUD SIZE MATRIX FOR PARTITIONS THAT LATERALLY STUD SIZE MATRIX FOR PARTITIONS THAT LATERALLY STUD SIZE MATRIX FOR PARTITIONS THAT LATERALLY SUPPORT FLOOR MOUNTED STOCKROOM SHELVING SUPPORT FLOOR MOUNTED STOCKROOM SHELVING SUPPORT FLOOR MOUNTED STOCKROOM SHELVING SEISMIC DESIGN CATEGORIES D, E & F SEISMIC DESIGN CATEGORIES D. E & F SEISMIC DESIGN CATEGORIES D. E & F STUD STUD FLANGE STUD STUD STUD STUD FLANGE STUD STUD MAXIMUM WALL HEIGHT STUD STUD FLANGE STUD STUD DESIGNATION DEPTH WIDTH GAUGE SPACING MAXIMUM WALL HEIGHT DESIGNATION DEPTH WIDTH GAUGE SPACING TO DOUBLE TRACK DESIGNATION DEPTH WIDTH GAUGE SPACING MAXIMUM WALL HEIGHT DAVE ISSUED: 04/14/20 1 7 3625162-33 3 5/8" 15/8" 20 8" 14'-0' 3625162-33 3 5/8" 1 5/8" 20 12' 13'-0' 3625162-33 3 5/8" 15/8' 20 16" I3'-0' DESIGNED BY: SLH 3625162-43 3 5/8" I 5/8" 18 120 14'-0' 3625162-43 3 5/8" 1 5/8' 16 16' I3'-0" DRAWN BY: DFS 3625162-54 3 5/8" 1 5/8" 16 12" 16'-0' GDK CHECKED BY: 3625162-54 3 5/8" 1 5/8" 16 16" 13'-0' - 6005162-43 6' 15/8" 18 16' 18'-0' 1 STRUCTURAL NOTES: NOTES: NOTES: CONSTRUCTION REFER TO NOTES ON N/S01.01 REFER TO NOTES ON N/501.01 REFER TO NOTES ON N/501.01 DETAILS FULL HEIGHT STUD WITHOUT DIAGONAL BRACING FULL HEIGHT STUD WITH DIAGONAL BRACING PARTIAL HEIGHT STUD WITH DIAGONAL BRACING DRAWING NUMBER: -- WALL SECTIONS - NON-SALES SHELVING 1" :: 1'-0" �� �� �1 } Ifs NOT USED A „___ 2 „._,,,,„ -.. _ , . __ STRUCTURAL STUDS SDC D, E & F 05D-5032-A02-BRAC ,o 2015