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31B-245 File#MP-2016-0076 APPLICANT/CONTACT PERSON SMITH COLLEGE OFFICE OF TREASURER �- ADDRESS/PHONE COLLEGE HALL 4 PROPERTY LOCATION ENTRY WAY TO SMITH COLLEGE(ELM ST @ COLLEG LANE) MAP 31B PARCEL 245 001 ZONE EU(100)/URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid /, " 77 Building Permit Filled out Fee Paid Typeof Construction: ZPA-CHANGE SIGNS, LANDSCAPE, CURBING&LIGHTING New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved VAdditional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project: Site Plan AND/OR Special Permit with Site Plan Major Project: Site Plan AND/OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § '' - c l Finding Special Pen-nit _ Variance* Received&Recorded at Registry of Deeds Proof Enclosed 1/ Other Pen-nits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee F'�Pernit from Ehn Street Commission ^Permit DPW Storm Water Management C/� Signature of Buildingf Offices'ial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning&Development for more information. �f File No. 1��`-, -ZONING PERMIT APPLICATION(§i o.2) Please type or print all information and return this form to the Building Inspector's Office with the X30 f fling fee (check or money order)payable to the City of Northampton 1. Name of Applicant: Diana Randall Address: 126 West Street, Northampton, MA 01063 Telephone: 413-585-2364 2. Owner of Property: The Trustees of Smith College Address: Smith College, Northampton, MA 01063 Telephone: 413-584-2700 3. Status of Applicant: Owner X Contract Purchaser Lessee Other (explain) 4. Job Location:_ Elm Street @ College Lane Parcel Id: Zoning Map# is 03 Parcel# f ". ft/ District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property: Entry way to Smith College 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): Installation of new Smith College Main Entrance signage, including landscape feature walls and piers. Curbing will be installed at the intersection of College Lane to improve pedestrian saftey at the vehicular crossing. Lighting improvements will be made to improve visibility and safety at the Main Entrance and College Lane crossing. Improved pedestrian circulation will be accomplished with the installation of new sidewalks. 7. Attached Plans: Sketch Plan Site Plan X Engineered/Surveyed Plans X 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO X DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and/or Document# 9.Does the site contain a brook, body of water or wetlands? NO X DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: (Form Continues On Other Side) W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive-doe 8/4/2004 10. Do any signs exist on the property? YES X NO IF YES, describe size, type and location: One metal sign installed at the western side of the College Lane intersection. Two stone entry gate pillars installed further south along College Lane within Smith College. Are there any proposed changes to or additions of signs intended for the property? YES X NO IF YES, describe size, type and location: Consolidation of"Smith College"signage onto two stone panels on feature walls. 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building Department EXISTING PROPOSED REQUIRED BY metal sign @ College Lane 2 sign walls @ College Lane ZONING Lot Size multiple multiple Frontage N.A. N.A. Setbacks Front within existing ROW 0' (to new ROW) @ Elm St. ROW Side L: N.A. R: N.A. L: N.A. R: N.A. L: R: Rear N.A. N.A. Building Height Sign 9'-0" T-5 5/8" Buildin Square Footage Sign 9 sq.ft. 12 sq.ft. (per sign) %Open Space: (lot area minus building Et paved N.A. N.A. parking #of Parking Spaces N.A. N.A. #of Loading Docks N.A. N.A. Fill: (volume Et location) none none 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge Date: Applicants Signature NOTE:Isua nc e of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission, Historic and Architectural Boards,Department of.Public Works and other applicable permit granting authorities. W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004 SMITH COLLEGE MAIN ENTRANCE BROWN, RICHARDSON + ROWE SCALE: 1-0"=40'-0" EXISTING CURB LINE TO 3.28.16 REMAIN EXISTING CROSSWALKS PROPOSED NEW PARCEL TO REMAIN BOUNDARY LINE NEW SMITH CAMPUS RELOCATED UTILITY POLE STANDARD LIGHT POLE WITH NEW COBRA HEAD RELOCATED UTILITY POLE RELOCATED FIRE HYDRANT WITH NEW COBRA HEAD RELOCATED UTILITY POLE REMOVE (2) PARKING SPACES NEW SMITH CAMPUS REMOVE (3) PARKING STANDARD LIGHT POLE SPACES VEHICULAR CONCRETE VEHICULAR CONCRETE : PAVING PAVING 17 .•�' . may`' -••- �r-'�� REMOVE EXISTING P77 ATH EXTEND EXISTING PATH REMOVE EXISTING PATH EXISTING PARCEL BOUNDARY LINE [N-EW SMITH CAMPUS TANDARD LIGHT POLE �+ i i STONE PAVING ` ANEW EXTENDED PATH i i NEW SMITH CAMPUS STANDARD LIGHT POLE PROPOSED NEW PARCEL BOUNDARY LINE EXISTING PARCEL BOUNDARY LINE ENTRY WALL ELEVATION z rfs" 2'- BROWN, RICHARDSON ROWE - LANDSCAPE ARCHITECTSAND PLANNERS �n 3P0 ST OFFICE SQUAR'£,'3NFLOOIt- V' - B.OS TON,MA 02110 N in TEL.:617.542.8552 FAX 512.8517 - W WW.BROWNROWE.COM r Vanaese Hangen Brustkn,Inc. ^ Transportation X! Land Development Environmental Services -d One Fcdcnl Snect Building 103-3N Springfield,MA 01105 wrnulcs• �ulrnwca BRONZE PLAQE MATERIAL Atm N -� 413.747.7113 LEMRIN6 FONT TO MAT641 I - - EXISTIN&CAMPUS STANDARD AS . DEMPLIFIED BY'LYMAN GATE"TO 'A - BE REMOVED AND STOCKPILED AS SMITH COLLEGE PART PLAN IS PROECT_5EE SMITH COLLEGE CYRZLT �5 ON - Main Entrance CAMPUS ARE 24.5"LONe x 725' .. ._.. . Smith College HI611,Mg1NTED AFPROiIIMATIiY 7I" ABOVE GRADE R-Ar;LES HAVE _: SINOLP&ORDER RAID CLACK INFILL :. .. _.. M0.,NTED WITH BACK STIR rABS .' .•... - _ 11111 H ATTACt1m TO&ALK OF 5I6N WITH - ^` .. .. ._ EPDXY INTO BRICK FACADE - - Northampton, PIER MA �13RIGK AND LIMESTONE WALL WITf i GRANITE f5ASE I SCALE: I/2"=P-d' KEY PLAN: 2'siah" 7% Yi'GUT-0.17 IN b" x 1" O❑` CMJ TO ALLON ROOM _ y 9 19.WASH FOR L16HT H0.Y�IN6 C PGTER�OVI IN PIER O IN PIER DONNLIGHT - LIGHT FASTENED TO •�• p p NOTE: BRICK VENEER W/ SCREWS PER• • I IRE MANLFAGTLRER'S �❑ I $B297ELED. IN PIER -MANU`AGTLPED BYet1T TO 1,E ABE6A�Y: °< LIMESTONE GAP WITH " INSTRUCTIONS N 1000 SQA WAY,4_�A�RPIMERIA,GA 99019 Q-TRAIJ ID LED a - /4"D"N /2'W DRIP EXTRU5710N5 IQA-WIDE E4 E4 LII ,CENT-FRED IN LIP _ (F): l 56x9474 CHANNEL L16H7-SEE < ° /2" x s" S.sr __ GGNI,EGT u�ulr _ }wvr ee6A uscGT Lff7hTtNb PLAN AND � - - SPECIffI6A7ICN5 o DONELS ThRO GAP I W/WIRING TO :: O 2. SEE SPEGIFIGArIONS FOR PR07I-6T INTO G.IP.CONCRETE ELECrRIGAL BOX ISSUE: _ e d FOJNDATION INFORMATION $RICK FACED WFJ1 • <• d R2"OG TGP I�1 I Nn ISSUE Date UNDER S6N PANEL " W/ 15"EN15 I '. I GRANITE EASE - d a ° SHEAR KEY - d _ N`'®IZVC EAGtl SIDE,TYP.r L--- 9/S"EXPANSION JOINT,TLP. " HEI OF WALL AT 4 • • REAR/FINIr'®GRADE STAMPED AND SIGNED: L GRANITE PAVING VARIES(9'`OWER MAX), DOWNLIGNT AT PIER= SECTION AND ELEVATION LED IN—PIER DOWNLIOf iT VERIFY IN FIELD-SEE GRADIN&PLAN SHELT L-9 3 SCALE: i"=1'-d' DRAFT x e ° —Ix—X a NOT FOR CONSTRUCTION y_,:. - • '• °•< ;t v r i LIMESTONE GAP ¢EXTWXTIONS yTRAN IP LED %WAra'i IQA-WIDE 1 ° d• GHANL�L&f- .n =1 -SEE LICtiTIN6 - �\ PLAN ANP - ADDITIONAL 1-#5 SPEGIFIGATIGNS �END OF WALL DRAWING TITLE-- 4 COMPACTED-t1B&RADE \//\ • �-✓�- DONT.BELON d d � I I SHELF SPREAD FOOTING AT RETAINED /\ ti Lam'_` - °.. _ WA L L (.0.�1T1 1-� VEN a QLD DETAILS ` S� _ O d ° o OTINO A! SIDE,TYP. T III— _ -OF *V rGP R•ID III 111 '4 .rte COrTGM ° d a d < ° `'- III DESIGNED &RANITE BASE �\ -` d d 1— 1— 9-:/5 TOP AND F1E16Hr OF WALL AT REAR/FINISHED GRADE DRAWN:)L CHECKED:AR d d_ �' ' III COTTON _ VARIES (9'LOWER MAX). °-•' _ �•_ _ d e -? ,• VERIFY IN FIELD . d DATE: 04.15.16 d a a �\ _ S-` scALE:AS NOTED - __ SUBMISSION:10096 CONSTRUCTION DOCUMENT'S \ \ 1 b"TYP.60v1PA6,rE9 GRAVEL BORRON \ � DRAWING NO: IGK AND LIMESTONE WALL WITh-1 GRANITE SASE ;�)RIGK AND LIMESTONE WALL: END ELEVATION L- 7 C��N RAL NOT S: REINFORCED CONCRETE: E E BROWN, RICHARDSON I- REFER TO LAYOUT AND MATERIALS,U&ITIN6,6RADIN6,DIRAINA6E,PLANT"INE,MID UTLT-Y DRAWINGS I. 6,A57-IN-PLACE CONCRETE SHALL HAVE A MINIMUMI 28 DAY COvIFRES5IVE STRZIN6TH Fc--4000P5I 7'i6•• x '3/a"MGR.LPR 2- REINFORCET.ENT:DEFORMED BARS:ASPM A615,6RADE 60, ROW E mct� FOR ADDITIONAL INFORMATION- ' MORT �R W/'h 9. REINFORCING DARS SHALL HAVE TtE FLLLONIN6 MINIMUvI CONCRETE GOV-rR FOR CAST-IN PI_N.E LANDSCAPE A R C A I TE C T S AND PLANNERS MORTAR JOINT-5 2. REFCOORDINATE ALL u61TI N 5 ELFFOR MA GAL MID AID FI ES WITH wN1 AND PIER.GOJSTRLI'nGN. GONGREIE, -N-ESS NOTED OTHERWISE.GO CRETE PERMANENTLY zX OSFD TO EARTH V ALL OTHER 3 P O S T OFFICE S Q UA R£,3 N F L O O R` S. REFER TO SPEGIFlGATIONS FOR MATERIELS PND FINIStES. CONCRETE 1" BOSTON,MA 02110 �jEGT� f{—A / 2'(�"AIR SPACE (2 4. REFER TO TREE PROTECTION FL,W5 ANI 5FFLIFICATIGNS FOR REWREMENTS TO PROTECT AND TEL.:617.54 .8552 FAX 617.542.8517 ' WWW.BROWNROWE.COM " 510=,$),THP. MAINTAIN TREES TO REMAIN.REVIEW IN FIELD WITH G0.LE6E AI•ID LMID`-.APE ARGFIITEGT C¢GRE ' SCS:1..-1.�. MASONRY NOTES: Van=e HOttgCri Bf7cSTlln,Int. • �� "x 8"x Iz"CMU,THP. GGNSTRIACrIGN. CRETE FILLED.STEEL I. ONLY 2-CELL DLOCK SHALL bE LSEP. Transportation 0- REII•FGRGED rx ex 12' 2. ALL M-06K SHALL DE UID IN RUNNING GOTH. Land D-elop—t MORTARED CMU CLOCK 15. DLOCK:FM=2000 PSI. / - WALL SIPPGRT Environmental Smites _ 4. MORrARPORTLA1m aNENT AIME OR MORTAR GEM.=.NT•, TYPE M,FG=2500 PSL pne Federal Street .STEEL STONE ANCt1OR5 5. 6ROUT: FILL ALL CELLS AND DOTH REAMS CGNTAfNIN6 REIt•FORGIN6 STEEL AND DONELS WITH Fur LIMESTONE GAP Building 103-3N fl ATTAGHF.D TO CMU FG=2500 PSI. 5 9156d,MA 01105 q_OLtCS, 2 PER SIDE, DRIGK VENEER AG1C b. HORIZONTAL FONT REO•FORY A916": UAL-E55 NOTED OT7IERWISE,PROVIDE AS A MINIMtM, 1� D THP. RUR-O-WAIL TRll55 TYPE%A®16"OG. 413.747.7713 ,. .. .. 7 LAP DOWELS AND VERTICAL REINF.MIN.4S DIAMETER. .. - ... DAF 8 x S x S SOP - S. PRP/IDE 1-#5 IN DOND MAU AT TOP AND DOTTOV OF WA-L LIME5TO•E sx° LIMESTONE DEN cH . ,... .... ,. -. �. ..(�•'._ FLIYH GAPS RN" - LKESTONE GAP AT 0 - BRICK STRHT AI6WALL VENEER Main Entrance ' 2,.2. FRONT m "L X}"DIA 5TA01-E55 516N STEEL STONE ANCHORS,4 Smith College PER GAP(ONE FOR EACH Wa.L _. j FACE),TYP. GRANITE RASE Northampton,MA D LIMESTONE GAP DRICK VENEER - :,+ FRONT _.... ,e ID LIMESTONE DONUT (NO JOINT.OPEN CORE) .. •x V'x Ir'Cw,TYR PLAN AT CURVED f5EN6 i A A " x4"S.STEEL -#5 IN FLLLY CROFTER PONE-S,(4)PER CELLS W/MIN z'-b"EMDCAPSTONE IZEY PLAN INTO FT6 IMESTO�GAP - 1�" IMESTGNE GAP .; CRETE FILLED,STE5- 1%WASH STEEL STONE STAINLESS ANCHORS, ID LIMESTOt`E _ REINFORCED 8'"x 8"x 12" _ _ ... E AN WDJR GAP -: 4 PER GAP,TYP. �c - "� MORTARED CMU DLOCK (2) IP67 6aP FLE( I - '; WNL 9J-FORT- D' X}'W DRIP LINE, WET RATED FLED L16HT5 STEEL STONE ....- / CENTERED IN LIP. WITH W1A1 GPP IDFJJGH PANEL MIN.) 2°"AIR SPACE 2 I i 1 / f:. h ( AIR SPADE,TYP. GIRUIT.STRAP MONF5 SIDES),TYP. _ P 4%" s,E✓ �% 7/e"X 7'CORRUGATED DRIGK FASTENED TO 7%" x S%y"MOILLAR WALL TIE, 1)PER 1.67 SQ ,R51 WITH 1�i7G -#5 TOP AND DOT _ CRIC7( VENEER W/�/s'" -� - FT OF WALL SAGE UNO` T STS MORTAR JOINTS RADIAL AND STRAIC�'(T D�'LTs AND EPDXY. LIMESTONE SEAT / i - OR AR DRICK VENEER I"AIR SPADE C GELLSOG IN GRO�JTED -. I' " - = W/js MORTAR JOINTS •� I%WASH ®12"OC EACH SIDE,TYP. (2) LIMESTONE SIGN PANS N - (2) IP67 R FLEX io 2'G .: / / ®2"OC TOP W/ 5"EMD WITH V-GUT W,HEIGHT _ : .—_.. n X PET. LETiERIIt•Ya f... 51-F..Fl 570NE ANLtIGRS Wz.T RATEFELEP.LJGHZS.WITH 's _ _ 44" _ TO CMU 016V DIMMING ON WALL - % %' POPE WEEP,4'OG.IN 1 1 FILLED WITH NLAGC i% CLOCKS, (2)PER SIDE, GAP/DENCH GIRUIT.STRAP 9 VERTICAL JOINT LITHOCHRa F ua' ISSUE: THP, MGtAJTS FASTENED TO wT • �f ITE RASE CONCRETE FILLED.STEEL STEEL STONE HWNCf.R umERSIDE WITH sr.x Dors No. ISSUE nam No EPDXY. 'P a "MORTAR SETTING DED REINFORCED MORTARED GRANITE SEAT RASE HEIGHT OF WNL AT GMU CLOCK WAIL IMESrONE RASE sLPPOzr S.STEEL STONE HANGERS a a - INISHED GRADE �° c. "MORTAR SETTING REDS EXPANSION5i "VARIES (9' LONER MAX) DA/,K 51PE OF WALL ui" x S.STEM- DOWELS D"THROL&I GAP 1 - /., • • I— ' '.li- INTO C.I.P.CONCRETE ff0JVA7I0N ME5TONE GAP STANIPED AND SIGNED. STEEL STONE'H" d ANCHORS x X ° a X a—x / w/12."0(,TOP WEEP, V OL. IN '� ,` k .-`` O" ";`� —•�� •0 --.' III—_ I I— 15RICK FACED WALL) VERTICAL JOINT,EACH ,.� ` ,. �;� ° a " _ `I LN 5R S16N PANEL 'N SHEAR KEY a° u DRAFT FADE VENEER t -, 1BOG EACH n NOT FOR CONSTRUCTION STREET SIDE OF WALL ° CONT SHEAR KEY GRANTFE RASE TE RASE \/ / / / / �j- e n SIDE,TIO ®IZ"OG TLP I /S"EXPANSION JOINT,TYP 161"fT OF WNL A7 MORTAR SElTN6 CPD i\ . AND DOTT fur q REAR/FINISHED GRADE EXPANSION—, \/ / * a ° �- ,, L-6 GRANITE PA - VARIE5(T LONER MAX), JOINT,IYP. s} •+ ° _ VERIFY IN FIELD .,),19 f1��yfl,L,l .y, PAVEReRANI 5 ,\ ae � ° ° xx—qc. a r,. I= — — - b"TYR CaRAGTm DRAWING TITLE: 6RAVEL DGRROW i a STEEL �6.•' y,,; I— STFg REINFORCED GGMPAGTEP�pGRADE REINFORCED — T WALL ^/ _. `\ �. •..T .1 K - 604CRETE FOOTING CONCRETE SHIED 6"; ° �RE1� / / / " ' " —III III— = V V A L L 4 MIN,DELON ELEVATION 5"LOWER AT FOOTING 4'MIN • `. I—_III /\//\\///\\ .§'� . ,- �— \/\ a- DFLON FINISHED �- �"t \ .� / j { `•Y FINISHED GRADE ST'RAIG+IT DENG1,SEE r- a I — GO�IPAGTED 5l1pGRADE-� \\ ', Z D ETA I LS III _ GRADE �.�'' //\ � III ADDITIONAL I-#5 �\ 6RAD1N6 Ptah L-� ° _ \ \ _ SHEL(vRea ow Lab PAVESPREAD\//'z,C ,'. I• N•I _ II� I _ _ a ° ° SPREAD Foor1N6 Ar \\max"' STEL - t '. M / I ^..•} ✓ v e III_ A '• REINFORCEDOO 6"THP.GO fP N/ - —I ✓-'''° - ✓ `�/ RETAIN.D CONDITION \\\, - FOOTING 4' 12"OG EACH / - #5®12"OG EE,G'I SIDE THP. a 1 - GRAVEL DORROW �#5 TOP MID DOTTOA '`'' < a _ <,a° - -``- I— I .t ,3t .N + e MFINISHED III_N,15E-OW51DE,THP. COMPACTED SUDC-XZADE _ 2-#5 COf71 ti' m <,• • a rT III— 'F C-R _ GRADE -4' _ Atm1��TTO' DESIGNED: WAYS TOP AND jj '-, -�� _ �-, L 1 °-"� x _ // •4 '�� III- A'JTTOv1 DRARN:JL f ' c1IEc[�n:AR -#5 TOP \ W76M J�1 DOTH WAYS LJ ':'�.- _ -r- _ _ _- I — DATE: 04.15.16 \// r.:-'`k.r 1'-9F �':.'"`.,." r• -a VIII= \ � �\t- - �r - '`fir 2416 -_",-- .'.-, -\/// scALE:ASNOTED THP.COMPAGTED 6RAVEL ERS SUBMISSION:100%CONSTRUCTION DOCUMENTS SECTION SEGTIGN SEC 716N DRAWING NO: BRICK AND LIMESTONE PIER f5RI6K AND LIMESTONE WALL WITI-f GRANITE SASE L- • ��WITI GRANITE f5AS2E AND �ENGI-1 SEAT — CURVED AND_ �TR.AIGf IT 3LIMESTONE SIGN PANEL BROWN, RICHARDSON ROWE LANDSCAPE ARCRITECTS AND PLANNERS 3-POST OFFICE SQUARE,3rd FLOOR--'- BOSTON,MA 02110 TEL.-617.542.5552 FAX 617.542.8517 - WWW.BROWNROWE.COM Vanasse Hangen Brustlin,Inc. Transportation Land Development Environmental Services One Federal Strect Building 103-3N Springfield,MA 01105 413.747.7113 Main Entrance Smith College S'— k'—''• 4'-5,'• 4'—�,.• 4'— a•-x'• Northampton,MA EJ AT tENO I SEAT \ti9 LIIvESrGNE CAL -p ON 15RICK WALL pp iJ N T_ _1k JOINT 5PVIN5 AT 515N WALL VARIES TO Fir BETWEEN I2"LE77ERIN6 %y'MORTAR JOINT,TyP. KEY PIAN: PIER cAP EJ AT EJ AT MNCN SIGN WALL SEAT EJ AVENEER r 6RIGK ad pRIGK AND LIMESTONE WALL vENFFR Wim eRANIrE 15ASE CAP 516N WALL GAP - - ISSUE: EJ AT No. ISSUE Dare BENGII STJT V STAMPED AND SIGN®: DRAFT r-� NOT FOR CONSTRUCTION DRAWING TITLE: WALL EJ AT DETAILS SEAT YS < DESIGNED: Z DRAWN:JL cHEcKED:AR JO DATE: 04.15.16 SCALE:AS NOTED SUBMISSION:100%CONSTRUCTION DOCUMENT'S DRAWING NO: nENTRY WALL: GAP AND JOINT PIAN L- 7 . 2