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10 TRADERS WAY - ZONING -A�2 �< *.®t \�RK High! Realty _& a£« P i _� (fitu of ttl>'tit, r Itt s�dT�z P## � � ,= �latuting marl (late �nletn (6reen Decision - - w Site Plan Review } — _ a Special Permit c/o Attorney Joseph Correnti 63 Federal Street s `o Salem, MA 01970 i RE: Sears Hardware Store - Traders Way On Thursday, April 18, 1996, the Planning Board of the City of Salem opened a public hearing regarding the application of The Highlander Plaza Realty Trust, under Section 7-18, Site Plan Review of the Salem Zoning Ordinance, with respect to the construction of a 21,500 s.f. retail building to house a Sears Hardware Store on Traders Way. The public.hearing was closed on May 30, 1996. At a regularly scheduled meeting of the Planning Board held on May 30, 1996, the Board voted by a vote of eight (8) in favor, none (0) opposed, to approve the application as complying with the requirements of Section 7-18, subject to the following conditions: 1. Conformance With Plan Work shall conform with set of plans entitled, "Sears Hardware, Salem, MA," containing four (4) sheets: Proposed Site Plan, dated March 31. 1996, Architectural Site Plan, A-1 Floor Plan, and A-3 Exterior Elevations, dated April 1. 1996, revised through May 30, 1996. 2. Amendments Any amendments to the above referenced plans or waiver of conditions contained herein shall require the approval of the Planning Board. 3. Traffic The Applicant, his successors or assigns, shall delineate turning lanes on Traders Way as recommended by Rizzo Associates, Inc. in their written report dated, May 16, 1996. 4. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. Drainage shall bei�ewed and approved by the City Engineer prior to the issuance of a Building Permit. 5. Site Lighting All site lighting shall be installed and maintained in such a way so as to not reflect or cause glare on abutting properties, or which adversely affect safe vision of operators of vehicles moving on nearby streets. 6. Landscaping a. A detailed landscaping plan and planting schedule shall be submitted to the City Planner and approved in writing prior to the issuance of a Building Permit. b. Trees shall be a minimum of 3 '/z" caliper. c. Vertical granite curbing shall be installed along the radii at the Traders Way entrance and sloped granite curbing shall be installed along the radii at each driveway on the Somerville Lumber access driveway. d. Pre-cast concrete curbing shall be installed within the entire site. e. The applicant shall submit a detailed plan of the dumpster screening treatment to the City Planner for review and written approval prior to the issuance of a Certificate of Occupancy. 7. Signage Proposed signage shall be reviewed and approved in writing by the City Planner. 8. Board of Health All Board of Health requirements in a letter dated May 26, 1996, shall be strictly adhered to. 9. Fire Department All work shall comply with the requirements of the Salem Fire Department. 10. Building Inspector All comments from the Building Inspector dated April 4, 1996 shall be adhered to. 11. Water Test The water system shall be tested by the City of Salem Clerk of the Works for pressure and bacteria prior to the issuance of a Certificate of Occupancy. 12. Underground Utilities All utilities shall be installed underground. 13. Blasting a. All blasting to be done in accordance with 527CMR13 and City of Salem Blasting Ordinance. b. The Applicant, his successors or assigns, shall provide written notice to all abutters at least 72 hours before the start of blasting. Such notice shall include the time and duration of blasting. 14. Clerk of Works A Clerk of Works shall be provided and paid for by the applicant, his successors or assigns, as deemed necessary by the City Planner. 15. Maintenance a. The applicant, his successors or assigns, shall employ an acceptable method or means for the holding and disposal of trash (rubbish) after site development with a copy of this method sent to the Planning Department and Health Department in writing for their approval. b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. c. Winter snow in excess of the snow storage areas on the site shall be removed off site. 16. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. Notification shall also be submitted to the Planning Department. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall replace all trees and shrubs which do not survive for greater than two (2) years. d. No construction vehicles shall park on Traders Way. e. Portable toilets shall be provided on site during construction. f. All construction shall be performed in accordance with the Rules and Regulations of the Planting Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 17. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy. 18. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant, his successors or assigns. alter B. Power, III Chairman jm/bd/Sears.dec REGE1' MAY 0 6 1996 Salem plaltw ou l �" � CITY OF SALEM BOARD SISIf�Fmm Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH,RS,CHO NINE NORTH STREET HEALTH AGENT Dept. Tel:(508)741-1800 f Fax:(508)740-9705 May 7, 1996 Attorney Joseph Correnti 63 Federal Street Salem,MA 01970 Dear Attorney Correnti: The City of Salem Board of Health will be discussing the request for review comments -special permit- Site Plan Review for the proposed Sears Hardware Store on Traders Way. The Board requests you or a representative attend the next Board of Health meeting to be held Tuesday, May 14, 1996 at 8:00 p.m.at the Bowditch House,9 North Street, 1st floor conference room, Salem, Massachusetts. If you have any questions,kindly contact this office. FOR THE BOARD OF BEALTH oanne Scott Health Agent JS/bas cc: Beth Debski,Planning Department /�w.caxnr>� (tTif of C CjjenT, M85c71 hlTSB� f�rMlxF V� 1711E CMlPIN Orem REQUEST FOR REVIEW COMMENTS A SPECIAL PERMIT DATE: H-nj-C j TO: ( {//{{{BBBBUILDING INSPECTOR ( �)/CITY ENGINEER ( ) CONSERVATION CO ( N BOARD of HEALTH ( ) Other: FISSION Attached please find the application referenced quests that you review this application Zonin below. The Planning Board Zoning.Ordinance. We would a relative to Section VII re- returning it to appreciate vour comDl °f °f the be fo us' Notice of the etirg the form marded to you. Public hearingbelow and for this application will ( ) WETLANDS AND FLOOD HAZARD DISTRICTS (( )) CLUSTER DEVELOPMENT (SITE pS EW PLANNED UNIT DEVELOPMENT BUSINESS PARK DEVELOPMENT DISTRICT APPLICANT: PROJECT NAME & ADDRESS: q �I CONTACT PERSONS �� AND PHONE: Applicant: _,, _ / oh CITY: COMMENTS DUE BY: (Failure to co �� `1 l0 mment within 35 days shall ( ) Concur be °eemd lack of opposition. ) with proposal (Explain on reverse side) (,X Need more information (Explain on reverse side) ( ) Cannot concur with proposal (Explain on reverse side) ( ) Comments included �uY r _l t.wgt lwg y (1 to of ttlezlt, � assadjuss#s Plattrting marl (@nr j�alrm (firrrn DECISION May 30, 1996 Highlander Plaza Realty Trust c/o Attorney Joseph C. Correnti Serafini, Serafrni and Darling 63 Federal Street Salem, MA 01970 Re: Proposed Addition - Highlander Plaza Shopping Center, Traders Way Dear Attorney Correnti: On Thursday, May 16, 1996, the Salem Planning Board during its regularly scheduled meeting voted by a vote of seven (7) in favor, one (1) opposed, to approve the amended site plan entitled "Proposed Addition - Highlander Plaza Shopping Center, Salem, MA" prepared by The Architectural Team, dated May 14, 1996, depicting a t 6,000 s.f. addition to the Highlander Plaza Shopping Center, which property is included in the Planned Unit Development Special Permit approved by the Planning Board by a Decision dated April 3, 1984, subject to the following conditions: 1. Applicant shall stripe crosswalk from handicapped parking spaces, across access drive, to curb cut at Bed and Bath. DECISION Highlander Plaza Realty Trust Page 2 2. Applicant shall contact the owners of Hawthorne Square Shopping Center to discuss improvements to the access road running between the Hawthorne Square Shopping Center and Highlander Plaza. If the Applicant obtains agreement with the owners of Hawthorne Square, the Applicant shall submit a plan to the Planning Department delineating improvements in traffic patterns on the access road. CITY OF SALEM PLANNING BOARD Walter B. Power, III Chairman COMMONWEALTH OF MASSACHUSETTS ESSEX, SS MAY 30, 1996 Then personally appeared before me the above named, who, being first duly swom, deposes and says that the statements made by him are true and correct to the best of his knowledge and belief. Julia D. Medina, Notary Public My Com iissivri Expires: 5i30i97 jm\bd\Highland 8' Wide A __,_,1,�_�.�,�� - Garage Ambiciawral Door T 1P.mn Handicap- Match 8' Wide Accessible AcAdmirursM Bathrooms 02150 height of Garage 617- adjacent store Door a Secondary x=617-88"329 Egress lRea>r Elevation Scales W - r-0' Secondary o Egress Door N and Stairs Main EFS Sales Sign ign Canopy Cao Ara. 1200 SIF Ho g ner i \ � Wiling Height CAD/Terrnl Side Elevation Splen VB' - 1'-0' VJ-- Front Fenestration 50' 0.. PROPOSED to match existing, V Existin adjacent store Construction ADDRTRON Primary Highlander Plaza EIFS Egress Shopping center Sign Salem, MA canopy (to match existing) / \ Main n. \ / Entry Preliminary tFloor Plan t IFiront ElevationExtension of )Existing Covered Walkway 1Flooa Plan 1416 are ' 14 Mey. 1996 y' ' Scales 1I8" 1'-C" L Z O I - r E h j' -.,.r>-m.n �m,•:mn. .mm�^a.:.�n .nrvrnt.-'.nr n.m,..-,,,,,. nm-._,..:,n '--+m-,, r..}-„c>a.p .-,.1,r , .--_ - ., "m,-.r r +«eu nv.?' r+-+:-,...r-.. nn,rf ,,,.r.v +.a,wm•..:-xe �m•^rr�rnmy m`Im,m :� .. :,.. _ ..�.:� ....:. _.- .. _. .e�vf. ""t>^^^T9m+nn rFTwT'..._. rm-.-w w..,vr.-.nr��n>, .,a•.-.v,,.��r Tm r..rn....,gpnvv ..._..... ...... _ .. .-. � ... rm•amegremnm:rTr",a+,•,nn .r,.n mnrmmv -,mpm vrr,�vmm vari-:� --rm,r:n,+c. r ....: ... :.. .. -. .. -:.. ._ _ -. _ .. :. ..... ,. -.:.. ... ::: ..._ .. T`r n rr S•, :, .. n9r_^55�^n,aur,lr"^^,,.±^r^^M1'epn'^'c"van"^ ' •: :. ... .. , ;� .- .._ :... _ : ... :.:.... �,� l:..n^^FF�9P.'rmimmonr. mvw..mmn,v�.mn-.mm�m, • - , r a � � r e r rr. i ,c r 5. t - : e.r s , , - .� •. .,... ....v....... - .n.•.v ,...T ._.....-..r...nn.. -...n....., r,_ �»... .. _.n ,.. ...x,4 ss..w.. ... «.... ..n.w . :.,-.. ...... e • Hiyhlander I' laza Shoppilly Center Salem , MA Owner: Highlander Plaza Limited Partnership Drawings Contained In This Set: 1000 Maplewood Drive, Suite 1 10 Maple Shade, NJ Civil -- Proposed Site Plan -- Architectural Site Plan Architect : The Architectural Team, Inc. 50 Commandant's Way Architectural Chelsea, MA Al Floor Plan A3 Exterior Elevations { Site Enghneer: -Landmark Engineering & Surveying 583 Chestnut Street s Lynn, MA Structural Engineer: Centennial Structural Engineers, Inc. 17 Garrison Street Boston, MA Mechanical Engineer: Ginns/Dubin Engineers, Inc. 480 Adams Street East Milton, -MA Elec:trica I Engineer: Sam Zax Associates 14 Franklin Street Quincy, MA k-(3) 1 4-o o mu ol in ca,cr- r C) \ 1 April, 1996 14 7,54 ,29 EX/ST. DMH - g5 R=144.47 %A0 +. 14 /=1.38.37 15'11V qy' i 147,87 /=133 87 15'/N ti3 148, 1Aa�2 /=1.36.60 12 IN 14195 1 + /=1.30.77 36'/N NI 65 .. A7 16 36`OUr W� 147.22 1 47.54 143.87 �` G 146, 4 146,86 146,53 146.30 45, 3 4 .45 +� NJ H +I g8,) G 145.89 145.09 R.=-14 � S- o l 147 9 G �� R=144.47 T + 1 s R=141,7$ / r ,s r4. , 8' pyC S /-1.34.4J /. ;3939 R A D ,�- ,l s -- s� 44 p /�r.#98 1 / 147,10 147.06 s 147.59 147,71 +1 A SA/H S + + PROP. OMH1" 0 148,16 �PR/tiATE •� /�� R=146.63 Jg6� I4S6& PROP. W6 R-1-M.0 1-M.8 12"/N O 140,84 140;47 g4 35� R=737. DD' 1.o&E �Y�D � PROP. 087 / 140.8.3' c' 11140.70 I ✓ 7.98 R x46.753 0 - 1-140. 5 12 0 \ 48,3 A0141.95 127N /-140.90 /N /139.78 12'0 cu ��S> 14 147,53 yr 141.85 12'01/1' /140.80 D lA2•L' �/ .. c 7 p 0 tx 12" D/ WATER ��_- —i✓ ` 3 �,• � o � � E /=140.69 1434 / � - 4 �k� 146,55 E E 145.13 R=144.2 b� 1h35A L �-IAVD 147,48 R=743 00' 58 4 1 O 14 145,145,80 qn 144,58 1448 R=503. 00' ��1ti�� I 149,6 t. . LANOSOAPE AREA ' - s S4T32'00 E 8 149,96 149,89 148x1 14 .56 �` o12' ` �SE�E These standard symbo/s w171 be fotityb!�r the drawing. 0.0 7 OP. 1 CP 27 R=143,24 6V'rA O'sID 7 S-0.0 75 �° GB6 M �` Cf • EX/ST DMH 4PiROPE,!R'LINE I 25 I R=14,3.69 �I G� 1.3'9.47 121/N � /.SA�/ILD/NG 46 , /=139.8 12" /N 9.0 9.0 �i,� /=139.29 15."/N O E rOMC MANHOLE Ig9 �� PROP. SAN ° riS � /=139.27 15"OUT � AM4NHOLE R=146.50 8 / • '� 4 14 Ic' r¢ � /-139.52 15' /N ��`?� 149,. 96 /-14.3:65 /N O TL�LEPf10NE A/ANHOLE ti 149 0 0p p0�5 / 141.1.3 O Ov JSO 149, N O STFAM MANHOLE • 2 2 0 CABLE MANHO 148x4 5 \ PROP C82 y L/M/T OF WORK AREA �'� o 1-140R-14 .10 �" 8 S.o'8 O' %140 ro Q ® G4S MANHOLE o� y ti 010 2.24 f ACRES 9.D $ 6 � 148 90 O wA�R MANI•/OLE Al 00 148 25 O D/ 4/N MANf?OLE 148 A�91 13 WA R• CASE' • I h 4 R5 147. 7 R=147.52 N GAS GATE N O �� -' W �- UT/LOY O IC0 ^ CONOTETE WAI X S° /=14,3 8 "1 LE Ln '� RRO47.5 8 CONCRETF' Wtl r o '` ZJV9 POLE 2 o Z /=14J 12 12" o 44.8.x' �, w 25.08' k a4 c� A�59 Q ��o,• — ��, cB8 o �' o 14.08' $ a2s• ©ti° a a +'�°i R1 q t7 HYDRANT/f7RE CONNECTION ; c� w .30.00' 24.42' o .39.79' �, , DMH ` 12 54 CBA x 146.9 EX/ST/NG SPOT ELEVATION lipD' A _ a EB C47Chl BAS'/N C4 �oX -WH 17,4 7• T TF"Lff�fl0/�E• LI 2 FIN/SH FLOOR 14850 p� v k"f37. 2 0 0~ E,1'/ST. DMH S S .%NI��AR�SEWER �O p� 17.0 24.0 9.0 4.0' / a R=147.54 E � I ti� 1 � /=141.7 12/N ,fG:ECi�JC UNE ��So, o 1=143 B 17/N !S� /�� WATER M4/N OR SERVICE S4 PROPOSED BU/LD/NG /=139.70 15" ovr 0-0- G4S LIME* 148 °�° c� -. ,� X X FENCE 21477.7 SO.fT. �h � +��8 � O ti� 19.0' 4. 1463k�0 PROPOSED SPOT ELEYA770N 149,41 1 20.0 ,3'000.0 SO.FI. © o PROPOSED G41CH BASIN 1 _149,76 • `" ~�� a / ® PROPOSED MANHOLE :4 3 � O � 0 0 PROPOSED CONTOUR 146 EX/S71NG CONTOUR o o � 1 0 � Q~ � 1 ti ~�� 149,23 149:461 .143,81— 14Q sit 149,70 — 149, © �O NOTES --�s o,13 / c), o TH/S PLAN /S FOR PYRMITTING ONLY. /T /S NOT 4;��\ — —� >: c,� 1 /NTE/'✓DED FOR CONSTRUCT/ON. > 163,34 X 30.00' '52 0 oL EAS ONS SHOWN ARE ON THE C17Y OF SALEM v 158,78 � 2 LIGHTING, EL.ECTR/C AND TELEPHONE RFINS TO 0 12.o �� 6 BE UNDERGROUND AS' PER PLANS BY OTHERS. x a PROP. CBs PROP. cB9 ,� �' GAS CONNECTION AN,1D ROUTE TO BE DETERM/NEO \ O R=14700 R-14•�.�7 fi a BY GAS COMPANY. t V o 1 /=142.74 /=142.28 W , J 9 o ces >>o, 148 GB9 TRUCK BAY I h / �, Q OWNERS: HIGHLANDER PLAZ4 'L/M/TED PAR7NERSH/P r �• ,r?.R RAMP ® 59. \ � (��• o o + 1000 AMPLEWOIOD PRAT s� s cp 0 LOAD/NG OCK /�\ �/ ' 1 O1 MAPLE SHADE, NJ 08052 Z ON268,3 ' � 1 N �o •SD.O Z 748 S=0 005 s — 4 04.- JPO DMH4 N 0 �ti� R=�7 /=141.21 52 .0 o �141.1> 1x0 PROPOSED SITE PLA/V „ N 6 X1,3 65 / E7AIN/NG WALL 1.0' WIDE N46'4J "W 18.00' /C 11AR/ES 4' - (S' b :� �, �, o SALEM MA 12 !?�/DE GRAY N 2573' M 48 zN46'4852"w - �8. EX/Sr DMH PREPARED FOR \ PROP DA/H4 / 6"8�, `r R= 147.68 N F S7'U7Z REAL 7Y TRUST R 142. 90 " o o n,, a titK61 � % 142.�3�z N / /=142.1.9 12/N THE ARCH/TEOTURAL TEAM, INC. / /=14219 e' /N N/F HIGHLAND AVENUE EM 1 ti� � �4 /= 142.3 15' OOT /=142.09 12" O REAL 7Y TRUST a •�� SCALE 1& = 20' MARCH 31, 1996 APPROVED SY LANDMARK SALEM PLANNING BOARD ' I � ENGINEERING do SURVEYING, INC. i USE' SCHEDULE 583 CHESMUT STREET LYNN, 14.4 01904 car 40,OW S.F. 224 �aRcs ~' (617)592-7016 cats, &a Li�W Aar �C' ' (1f V 2 1 � ' t X35!141 �0o, tc�4�' 0' 20' 40' 60IfY ' , PA1047/4G f63 fit — - ° s MM h�7Wff �" fT. (INX) .x"2.92 fT r DATE L OCUS MAP N. T.S. , it - Y Existing Vert ica l Entry Granite on Curb .._..--- ...— ----.. ._....` �• Trader's UJay Proposed Vertical TRADER ' S UJ ,4 `►' NewExisting j M I •'_�' ��„ Curb Gut/ a�to Vertical Entry I Entry Czranite on ••--_� Curb Trader's Way wa I Tra f fic, ----�—T— —T_--I--= —T ---�--T— -- ---1--�- r--�- \ I I I I I I I I I I I I i I I I I I I I I I I I Two- r Sloped I i i i I I I I I I i I I I I I i I I I I I FRrec.alst \ � — _------------ Granite I I I Cloncrlete I \ �a Gurb ' �� Curb Tra f is Two- Precast �,a Concret.e Two - \ • y Wad \ Traffic Curb Traffic \ I I I I I I I I I I I I I I \ HP NPI I I HP NPI I I I Cr I I I I I I I I I i I I I i I Two- Entry to u�a Somerville ` Traffic �< Lumber Two- --- -- ----- Traffic Wa Existinq Ore- Eastern One- One- �; ------ Ba nk Lay way i Precast Traffic Traffic __-- Concrete _-- ' �— Curb 1 I • _ Froposed 1 ' p —___— Sears Hardware Store 1 . ----- Finish Floor -- Elevation 148.50' 1 1 a. I ■ --.---_ ---'-- -- 11 I i I ----- TWO- I � I I I � �,�jay recast --� Traffic Concrete ' - L a�d iso Curb Concrete / Curb - / One- One ' uJa UJa / Two- TraWr_ Traffic / u1a r�a6'�OP'9g Synopsis Traffic w / Total: l spaces Handicap: 4 s aces p Minimum Siwe 17' x 9' ARCC�1 TECTU ° ° L�, WE PLAN ,;, •,,\` z - DATE LJ •• � 1 APRIL, 1996 ARCS ffECTU RAL WE PLAN Q J a W Scale 1" = 20'-0" W x w D D D � o a TRADER's WAY SALEM, MASSACHUSETTS a HIGHLANDER PLAZA LIMITED PARTNERSHIP 1000 MAPLEWOOD DRIVE MAPLE SHADE,NJ Ll '�'a"tE ARCCHGTZECCTURAL 7EAM, UNC. W ARCHITECT �� S4 COI"A•tANDAM`5 WAY AT ADMIRAL'S WILL CHELbEA,MA � 1 - - _- --1 u(0 � �• 3 2 � 1.1 1 - K 9 40 EYED NOTES 00 400 1 A6 07 401 I I I&T-b"BUILDING OVERALL I I 30'-D" OUTDOOR SALES SPLIT FACED COLORED CONC.BLOCK BY BEST BLOCK 00 +07 INTERIOR FACE PAINTED BLOCK WALL,FILL CORES WiTH PR.-SSUFMD 00002 4z 33' l' 32'-I" 32'-1" 32'-I° 33'-1!zN ?9'-�" O FOAM 0-0' ICAL PRODUCTS 45 5' X 8"DIA TYPICAL PIPE I INC. °CORE-FILL-E-M" INNSTALLED B7 FFAACDFOAM TOR7 CERT PIED TECHNICIANS. 4s � 1 o•.� 4s 5'X s" AIA.TYPlOAL PIPE I j I E;4A1PER 3/A-I INSTALL PROJECTED BELOW R RATINCs 35 R BLDOCi;A AND tr ,T I Bi�"`!PER 3/A-I CART MONOLITHICALLY I MORTAR TO HAVE BEST TUFF WATER REPELLENT OUB 46 009 19 ' olo V, I CAST MONOLITHICALLY I HANDRAIL ON I I WiTH FOUNDATION BYS'EM, ALTF :E o,1 500 WITH FOUNDATI CONC.WALL 99.48 + 1S35 + ' olz 501 MANF.NORTHFIELD BLOCK W/DRY BLOCK. 013 502 I O - _ - -- _85 ♦ I ACCEPTABLE ALTERNATE TO COLORED BLOCK COAT °o+ = P.9950 + 30'-O" 98b1 + EJ. 50'-O" HOLD + D H 99. + 26'-10" ' OF BLOCK WITH 2 COATS OF MODAL 'F-100', 019-159 1C'•rv"':. A•CFs"*L'!C ,00 53 SPLIT I - 99 6 + ( COATING. PRIME t PREPARE AND APPLY AS PER 1'-4NF. fcMC- •"`•-7'DAT ,ol 5+ FACED j ASPHALT j CONCRETE °II�hiPR O CONCRETE +�� , 102so TURN I ASPHALT CONCRETE ii so -b° I 5g SLOPE _ S `- i FOAM INSULATION (TYPICAL)B7 TA!LORED FOAM C1-fFM!CAL. rrCCVUGT9 f RAMP ( O INTERIOR PAINTED CONCRETE BLOCK WALL,FILL GOTS WITH PIM SSU'R!= SIDEWALK WITH T U� AM + 581 TAR SLOPE BROOM FINISH� ' +991 I INC. GORE-FiLL-50(d INSTALLED BY FACTORY GERT!F ED TE:uN!GA*IS. ,3 p MAX: j I SLOP-«►!�I N OA INC O is PIPE BUMPER I r+ --� 4 R-0" --p -�'- LJ! j INSTALL ABOVE AND BELOW BOND BEAM5 t EITHER 5!GE of G!�-0t.'TED ,T 6, - I i :�--- J. DOWN 1'-O" '-O" '-4" '-6", 1p'-O" CORES. PROJECTED AVERAGE R-RATING - 13.5 R INSTALL t'ODAC F-" 19 AS METER REFER I j A- j �-(� E LEiELOR SPOUT M p- p - I EXTERIOR COATIWs. BLOCKS t MORTAR TO HAVE 155:•T Tur-rr WATER 200 66 TO SITE PLAN B7 `9 TO SITE 20 67 - REPELLENT SYSTEM.ALTERNATE M4,`.IF.tJORTf fFl)rLD W✓i4C BLOCK zo, bs DCILN � � "H x 18"D CURB L'O"E CURB r- GH ` FR4ME lU/ PLAN FOR CD*t.:. 202 7o OTHERS,LINE TD SPORT HP + '� _ >c 1 RETAIL9950 + 9f'b1 * Q + FLUN4- Tb,TTP- WASTE CCNTAR,ER PAD 3 b NOMINAL MT.GYP'ftt9 PARTITION TO LNDERS!DE OF DECK 20 GA. 21 Too TER INTOO"AFP ItUd' 3 + iOOlJ HP. + I ' EJ. 9 ? T1 ' 1 ?1 + O 3 STUDS AT Ib" OG. •" 'X' GYP. EACf f SIDE. PFZ"fE Atm PA!M 22 702 6F,CE AT 2s 7,p METAL roo Not : ----� - - .I . . . , . 5" NOMINAL INTERIOR GYP. PARTITION TO CEILING LIN£ 27 74 " SIGN �, I' 13 i� I LiNE ON CONCEALED FACE AND TO UNDER 61DE OF RI.JOF DECK ON ANY y . ' O { _ " 2a 77 ENTER - - - _ - _ -. EXPOSED Fr=TAIL SIDE. 22 GA. 3 STL. STUDS AT 16 O.C. 29 7e - , _ - �1 j ;� 1 30 79 -- _ T 2 EYEWASH w. 10000 HP. + +9981 9931 + I 'X.' GYP.EA. SIDE, PRiME AND PAINT. ALLOW FOR ROOF DEFLECTION. 300 1 j I 1 2 I I STATION 01 800 302 601 ( O ELECT.SWTGWCsEAR- —+- WIDE AS DIMENSIONED INTERIOR GYP. PARTITION TO CEILING 303 -_-__-_____ I S PANELS,TIM-mCLOCK5, SLOPE I INE C O E DE ON 32 elRETAIL - 7� , CK 33 67 _ - .- , T „�D 34 e, j _ _ i I I i AND R?=LAYS j GYP DE.APP.!P iE AND PAINT. •ALLOW FCR ROOF DLJ LECTION. 35 87 38 66'9 I I 1 ( J" (p 5" NOMINAL LOW INT.PARTITION 4'-b" HiGH WITH 22 GA. 3 •" STL. ! 39 90 STUDS AT 16" O.C. •" GYP.EA, SIDE, PRIME AND PAINT AND CAP 901 I - j • `� i WITH WOOD LEDGE. 5'-b" HiGH AT PANT CTR REFER TO MILLWORK DET. 901 _; - _ , ; 9103 I O I I i INT.ELEV. _ 14 I AST AM ILLWORG WiTH LAM NATE TOP AND BACKSPLA H SWT. A-d . 97 __.. I PREFER(TO MILLWORK DETAILS. 94 I A-6 � 9e - I .' `� Ij o \`,.. To,_ GK R .C�`'1-�-'1 / iOOfJO W.P. + +9981 9931 + WOOD BASE MiLLWOR: WITH LAMIt•.IATE TOP AND BACK3PLASH. REFER T j I j i j I I OF +9926 _ � i I � MILLW01� DETAiLs. 1 �, " +99.16 $MT.'ELEY INT.ELEV. r0 O WOOD WALL {f1I, M'LW>RC F R'OViCE PROPER ®LOCKING AND REFER TO 56NT.A-4 5PT.'A-4 9� b'-6 b'-O 17 -6 fit.- M!LLWOfK DETAILSM10. CON� . I SIDEWALK rel rr E I I i �Q � / CHANNEL FRAMs W/ � _ _ t`tA iTE ITE MT.FINISH, REFER TO ROOM FINISH SCHEDULE FLUSH TS,TYP. vJi Bi�d'1 FIN SH - Q (� t� OR KE•" •N `^ { p _ I AND DETAILED PLAN. AT EXT,WALLS INSTALL ON 1 FUR�'J1JG ii � 1��q� P + + 1 STR I •"FIBERGLASS D VAPOR BARRIER V O IOOAO H EJ. 100.00 H. r iPS WITH LASS INSULATION AN BA COMPLETE TO JUST ROVE CEILING LiNE. 8 + ID Ac i ..- 4 I i � • ", _. �}p, � MARLITE OR K£ML1TE PANELED WALLS ADJACENT MA, B SiN. 12 ` TO : r O AUTOI14ATIC SLIDING GLASS DOORS WITH PANIC BR=AKAWAY DOORS. 7 2 13 I 32 1 2 I 4'- EXTERIOR BLOCK ALL •" G i •" FURRtWs I 14 AT L WALL MST GYP, ON HOLD STRIPS WITH 1 0 F!BERr'LASE M3ULATION AND VAPOR BARRIER COMPLETE TO JUST ABOVE CE,LMG LINE. 3 ( . I SIMILAR USE b"13 - +. fi. 7 15 LADDER AND ROOF SCUTTLE, COORDINATE LOCATION WiTH ROOF - 2d GA:STUDS + V, Or,.'; } STRUCTURE. --- - -- \. ,__ '' -+------•+--! --�--------•-j--,. I �- --- ----+-- '•^ ' _.: ..-_. -_. , . _. .K_` - K -----------L ------ - -�-- ---- ---- - GANTtLE VERED PLASTIC LAMINATE ?'-6" SHELF WITH BACKgPLA84-I AND TYPICAL WALL -- -t--- -- - -_------'- - - - - -_- -- -- -' - --- - - - ---`--- - _ _. .�_. _ __W. ---_r _-__ -_ I O HEAVY LAMINATED BRACKET SUPPORTS. PROVIDE BLOCKING WITHIN - >y _ _ _, : __ _: ; I —; PARTITIONS. REFER TO DETAIL I6/A-9 CONTROL JOINT. I REFER To ELEVATIONS -TYPICAL b'H1CsF� I GCt 1GFAl. COLUMN fi SLOPE FOR LOCATIONS OPE'!5-iELvl"lG. I FROM SALES AiA S!DE 2 I=iX TURC °SHOWN' ARE N.I.C. ; i j-� 5" NOMINAL SOUND INSUL. INTERIOR GYP.PARTITION TO CEILING LINE j - ' _ ON CONCEALED FACE AND TO UNDER SiDE OF ROOF DECK ON ANY PANT BEWI*L7 I SA�-�g ARA A INT.ELEV. t ARE. 61-4044 TO HELP COORD. I PER FOOT SLOP EXPOSED RETAIL S,!DE. 22 GA. 3 •" STL.STUDS AT 16" O.G. •" 4 SHT.A-4 WORD - ------_-__ i GYP. £A. SIDE, PRII-IE AND PAINT. ALLOW FOR ROOT= DEFLECTION. TYPICAL V HItSH I I INSTALL 2 THERMAf_-18ER BOUND BATTS. A-3 ;'I SOLID BACK SHFLV!N3 raGJ' I +, _ - SHELVING IT IS NOT I T/SLAB = +10000 f I - O' i' +g9 iS BOX OUT ROOF DRiAM A5 TIGHT AS PRACTICAL. KEEP 4" FROM FRAME. REQ'D TO PANT BEHIND I _ --- ---- -- - -- O NOT USED 11 _ J t j A-6 + SEARS FIXTURING LEGEND i G1. 48"U1 X 33'H WIl�GRID -- I - G2. 24"W X 30014 WIRE GRID C3. 48*W X FULL HEIGHT tE"!P.GLA-55(LIGHTED) C4, 24V FULL HEIGHT TEMP.GLA55 -19" DEEP LIGHTED 48"W X36"H TEMP.GLA-55 48'tll X 30"H UnRE GRID TELEPHONE CAGE-19" DEEP i C-11 " -GLASS 1 !� U `t C12. 24"W X 48,"W TEMP.GLIA' F -3" DEEP L GHTED - - O C15- 48"H X 24"H SHELF TO SHELF-GLASS-10" DEEP(LIGHTED) J O C16. 48"H FULL HEIGHT TEMP.GLA58 Os ACK WALL)(LIGHTED) � ! Q 1-O■ k -,.: -- + } NOTE LL TANDEMS TO BE 84" HIGH WiTN 19" SASE SHELVES UNLES•5 OTWEI�OSE NOTED. -- -- I — HOLD — I , 2. FIXTURE WALLS TO 15E 96' AFF.WITH NOTE - fi � MULTI-FRICTION SHELVING.BASE SHELVES LANDLORD To PROVIDE PORTAE�LE FIRE 7A p TO BE 22"W UNLESS OTT fERWiSE NOTED. I I l - _ .. _ i -- -- INT.ELEV. -1� EXTINGUISHERS SIZED,LOCATED. AND + HP. * _ 100 4 W.,ELEV. SM.A-4 � I MOUNTED IN ACGORDA*lCE TO PEPA 10 RETURN EXT. fFIXTLIt� SOt1RGE R15TALLE!45 SHOItLD 115=_ CENTERLII� I SWT.A-4 I I AND TO SATISFY LOCAL JURISDICTIONS 18 _ MATERIAL,r'P. ' P - DIMENSIONS WHEN IN5TALLING FIXTUF-5. m 9984 p O I F 4- "COLUMN ALiGN" NOTES INDICATE A STARTINCs POINT OF 2'-0" FROM COLUMN FACE TO CENTER OF TANDEM, + .50 UNLESS OTHERWISE NOTED. ��T<.�!�: Y SOLS _ �f>C1-Ui�f Cz -- -+------- - ----------- — --- ---- ---- -- --- -- --- --------- ----------- - --- - --- ------- ------ — ----- ------------- - --- - --__---__--_--_---- -- ---- - ------- -- -- - - ,- — - -- ----. ----- - - - - - ,. - _ I •- - T/CANOPY 5 40 V a EL 1132'-l1" A-5 PROVIDE°/4"PLYWOOD 40 OU BACK SUPPORT BEHIND 07 TDOOR SALES AREA oe 402 51C�N t CORRUGATED STEEL S 21 GA.COPING 3 REFER TO I/A-5 1 00001 43 PREFINISHED .."' KYNAR 500 PAC-CLAD "I RSTATE BLUE" M INL 24' 14" " 11 ooz 42 43 SHEET METAL . 004 4a OCOR>�.1CsATED STEEL ' —— — 10 1 007 006 4T COPING 8 ,_ `t' = —Q INDIVIDUAL LETTER 5 PREFINISHED A-6 a ELA122 O" I 008 SHEET METAL 8 009 09 t) C) I RED "SEARS" WITH GOPNG I 010 , � T IASON YII L - it I WHITE NL1NE,BLUE 1 1 01, e _ 1 �: 1 �'_� 71_ J I 'HARDWARE" EACH WI __.. _----_-___-_ T/AIASONRY --- -.---- - _ - - 014 1 1 .�1 1 1 ,1 I I-1 1 1 1 1 I , ,. - • 1 ! 1 '!' II 1 .J 1 1 L 1 .7 ._t 1' ' 1 I! �- * -! 1JI f;Jt 1,`I_'1 i'_'. !i`f'111-1 i e E ,o HIGHEST JOIST BEARMG�- ,l 1 I, ,1 ,1 !! I_,1, �SPLIT FADE BLOCK `�; - I4. _ _- L 122 O J_ i 1. 1 ITE i�TURNS, ACRYLIC SPLIT FACE I3LOG. —.► 1 I , .. 100 '.. 1 n I IA2-_Lt 1 1 ,7111-LL111\!. _ _- FACE WIl"EDGE TRIM i�Li,1`I�\e11''1 �11i'' r''1 r '.1_�L'L. 1 'I 9 " 101 a EL 120-8 1''.1,1,1, ,,1 L1. 11 I ` = 1 ,, 1 1 I I I 1 1 ,1 1 1 I 1 I'll ' , ,-;,,Il,1i, , Lio,t 1 I, ,,,-,111 li 1 I t _�,�__1 1 `r I e D I GAP.REFER TO GEN- 11 _I_ J __I_1 ,_'1 1' A-5 oz 1 ._J 1 J, ;'i-�, TURNBUCKLE I I 151GN NOTES,SHEET A-8 /1 1 1,1-1 111 t1+`I , i I 1,,1 1-" I 103 1`.'_L!'1 1 1 1 T I I TOP OF BOND BEAM "` , '. 1L_, t _1 - __ ,. 11 1._J.!_�t - _, L 11 L___1 L L n I I / 1,1 I,l i,l l ,11 1 1 I,I I LII�1 _, 11 12 .1_ L 1 1 ,_ 1 f ,1 eoo * EL 119'-4"" 1; !;_' I I ', I l`' I DEADEYES 246 5QU4RE�F00�S� -E 'i=t ,�' J _ 1 1. 1�_. - - i._ , 1 , 1 J-__J_, 1! L 1 J__1 1 __L_ ADEYES 1 1 1 1! \1 , 1 ! I 1 1, 1 1 , I -1 1 1� 6Q1 I ,1 1 1 1 1 1 ,1 ,l 1 N1�C.1 GJ �/� ��/ ,�t��/�,� 11,'11 1.' __1 i..-L -1 J__l -/ _ , •� 1 1 1 1 1 I I I, 11 I 1 1 I 1 1 I 1 1 1 , 1 1 JOIST BEARING • CANOPY I �� ' 1S �61�s 1_,,,J,..�_L i.1 1 I I,0.131..' �l�_'L_-�__... l•\ 1 1, tl o f 1,1 1 i iLI 1'1 0_!_J_``, I L 1 1,1! i t 1 I, 1 1 L 114 Q 16 *0 ,1 1 1, I1y� ,11, 11 t,i,1 1 - -- -'_-� \ --! - _ __ I.-.,' �_ E 1-V" 1T 1 -,_J_ 1.- _ 1, 1-. �11_—r-,1 i�--. _1 I� I 1, 1) 1 I 1l� I I 11 11 1 1-,, 1 ! I e I 1 ,, ,1 1 -,I ,-- I , , 1 _ - - T, ' 1 11 _t--__1__1 -1 e i 1 PROJECTED HANOI Y •d /�1�L/� /� �,�/�py 11 _li_ 11 .'_..1 Ill li.. 1-.-L._..1 p/�1�/� }'', /'�/��/�y _i! 1r__1 1 �1` 19 64 I 18 t 1 ,I 7 r__-.T-T "-T--1-_,_-_._._. PR'✓J- I.ITI:.D l/AllVl- I 1- 1 -L�_1_� _! 1--1��. 1 PIW✓G�/TEL 1./Mt�V1 , ,, 1 ,1 ! , ,1 ,11 , Z '}f 20 6T 1 _1L _ 1 1 t j 200 60 - 7 , 1 r r t i t I ! 1 1 I t -.. . I 'TER C T _ �. .. - OILNSPOU 13 -. . ,r. z.__: ._. _�._... , l I O 111 I201 69 _A \I 1 -�� ` , 1 .7" ,I 1 i- .1-i..I 1 I+ i-- - }�1 STANDING SEAM 202 TO _ _.l J. --- -- -.-- __ _._. +,"1"1'_1 _1-_J____L-_1_J.-1._l.__J' I °_1 ,'I-.1_' 1 1 .L Il' I 1'r✓1 11 I. I 1.'11_,111 ,I,l l 11 11 11 11 11 11 11 I I 11 - 1. em -- -._ -J____J__J-_1.._-_L-_.1-_-[._ l ._,__ F'REFMISHi� T T R 1 1 ,I 1, I, I/ 1 1 1, ,1 !1 1, !1 1 i -f'REFINIS�•lED _. ,: .jJ.�,d.,! F T I I D 21 -L�..1 i_I , .,_,�I,,I,�1-,t 1 , 1 ,1 ,1 ,! I I ,, , O ( �• O O O \_PV_r NISWED __ E '.-_% L.__1_ f_--L__I._1—L-1_. 1.._.1___ _ _J' 'ti/1�.1'.'.11-' 11.'L", ' 1 I , pr11 SMETAL FASCIA 1___1-!_- __S I_._t__t 1 GUTTERS ON CANOPY ! I _L-_1' , __!1 _ i t _I __1__J._.J.__J. _l._._l. � ( T T T , 1,1,, , i „ ,l 1 1 ,1 „ „ I I 1 1 , , „ ,1 , ,1 ! I.. i 22 It 1,LI 1 -�I,1._L!.�. l-'-I 1.!_�J 'l'._'1 --i-,1 �_. 9 u C ME 1 1 i 1 I !1 ! I 1 1 11 1 I 1 I 1, 1 1 1 f 1 I - r r ! 1 1 � 1 :ilI �� ET METAL .L-_-1_. 1 1_.1-_ J".7� 'L'_'J1�.it! ,j 1 { 1 t Ii SS ,+ SNEEt METAL I' 1.__1 J.__.-I L. l.__1 .1' l' t 1 I ,1 11 \ I 11 11 11 11 11 11 \1 11 11 ,I 1 L . - ._ , .._ _ - „ .. '_L_f___S. 1._J-___L-_L.J.._J_1_.__1__.1-.1___.I-___ 1 1l,tl,,l,,IL,I,,l,11_l'�1�.I 1�.�11-�_l�'_I.1 _ S:DES QNILY I,,,1 ,, 0,11,1,;11,,,.,,.I l.r �, f l 2S 11 I_..1.1_1,1! 1 o,,I 1 1 ,I 1 1 !I ,1 1, 1 1 I I !_I.1.!..I COPING t SOFFIT �.1_Ll-,1.1 ,! 1 1 I I ,1 ! 1 1 11, - 1 ��Ip1LV 1.__. _.. -1. ._1 _t __1__I _.L_.1__.1_-_1 _..-.1._ _.1-__L.__11_J.__1. 11.1'_�_L�.��.1��1� .x.1'_'.1.'_' t�yt I��„� t 50f F�T Lt 11.1,L1_�1�.�_L'_�.1.�i11 r�,.J'-r LI-'L r,.,I �!I ,1 1111 L, LJ." !'�.r.1_.�..It(, 1 1 f_,,1, ! ' t '�i�, 1 ' �l 4 I 1 j 26 73 I ,1 1 1 1 1 1 1 1 1 1 ,I ,I , , O 1 , , 1 1 I 1 1 ,1 1! ,1 ,( - '1)'_1_'..1' J-. 1._J_...I� 1....111.1._1._-L__1__,,,�.1- U! �t1_I_.1!'.,'-_�1 - _ .1 _ _-1 - r2 v_7 _1__.!_J__J_ _,.__l-.' � O O ,1�1!1_.,_I-1,1 1-_,I,,1,-,,'_11, 1, 1, I 1 I 1 1, 1, ,, ,1 � �Y �• I 2e TT t 1 1 1 1 D(/1Ad l�t-VV1T TO C.B. i 1 r 1 1 1 I 1 1 ,I 1 I t, t 1 ,1 ,i I . ,1 t I, - -- I I 1---1—L -_I'_ _i:_.1:._-I'. - 1,-1-L!_!_11__�.__1. .!---' 1 1.._._1.- ,_._I- ' ' --'--- ' O 1 1 -, __) I C.11.j-11.1,,1,1,,I 1,,,,1.1_,,1,,I,,1,1 I;,I 1,,, I,,I,,, , 1,\I.,,1,t!,,1 1- , , I , }• ' 1, I �'. 29 7e 1 1 1 1 1 1 1, 1 1 1, O 1� -_l._1_ ...-1_._L._.1._ __-_..__-_._ 1 1 1-1 !_111__1 1 111 11111,1 1 1 11 1 1 1 1 1 I 11 1 I 11 1 i 1 1 I -•��--' D 1�1.L1 TO�B. ___ __. _.. ....i li..1 i 11- 1 i ,I Ii I l e 1 i�.,__I r..-..,i.-111' 4 ..i.! ! 30 79 EACH SIDE l J -.1.__1_-1_._1-_.1_.1..__.1.__1.-_1_-. _" , 1 I I 1 1 !, 1 1 ,, 1 I 1 1 1, 1 I 1 I }1, {:1 ,1 111 11 1 r 11 II 11 I, ! _ , !_ _.J-1..._1__.1 _J...._1_�__L__J.._.1.-1.___ -_ L L 1..I t I_ t__... ! ' 1 ' .J---.L...S_ _,._.J__-'_-- --__..__-- ._----_-.._-- _-- _-... __ U I , ,,. !1 , 1 1 1, ,1 ,, ,1 ,1 , !, ,! ,, ,1 1 1 ,,! A-5 ; L_ i, 1 t ;1 \,...,�1 tLl ,! -1 -,r , , 4 I P ! REFER TO /A 1 so FACE CF �' 1--` -Il--' --!---L. , _1' ,_! _ 1- I. -' - -L EACN5IDE _..�_._�.'_,,,,,,,,,1„ ,,11,,,,,,,,_1.11_'-''-'-, ,, 1 -'- , _.- 1 _1 til I � ' 1 FOR 300 f!{ 11,11 II1 11,11,1111(,1.1,11_to '_I.-- �.'-L�_�.J" !' '11�__ T .!-+ 11..,1_+.1.11 I_I,11111111-!,1_,11111 ,-I-,1_.f 11,11 ,1 11 , 1 I! , 1 II 11 11 IL 11 ,1 II 11 1111 11 11 II II 11 I. If 11 ,I 11 11 ,l 1 1 , { 1 _.!. _J1_ I___t_-_1__L__1_.._.1_.__I_.__I_._1._l._�-. ).__ _._t 1 __1 1__J.._. f_ _I , I , 301 e00 7Q 1 i, ,! ,; _ 1 - _ r ___L _L_ __ii_ ,, +_ t 1 I. �# (} �� 1 TRENCH DETAIL (pp ,I 1 1 t l \, ,, , , 1 i 1 1 ,I 1 1 1 1 R 3oz eo1 '1"_.1 .1' _1''1!_J'_�-1_!_�11_'_L!_'.J.'_'11'_L,1:L'.'J''J 1. i!__-- G11R8/SIDEWALK 1'1 , _( T T 1-'.1 4,+1, 1' 1 1-_1 ,, ,I ,I 1 ,I ,1 ,1 , r 1 , , , 1 ,, i I 1 I 1 r 1 111, ,I ,1 1 I 11 , , 1! 1 11. 1 !1 11!_1 ,-1 _/ ;,,111,,1 1-tot Il.il\ O O - ,, ,i--1__I-._1 __i 1-..1.__L__1_._1_._l.- I__.l I T �_,'.'I'-,_1!._1�....1� .1�--1'_-.1---J - 303 e02 .-.L..__.l _-._ _...1._-,...._l-__..1 _J_._.J.__.L__1_-L—.- _ -1 ._ .- �__11 )-1 y,l_ ,1--,I ,1 ,1 1 I ,I , I I I t.,_t'.1,1 1,11,,i 1 O O T - - -L-J -- -- - ' ' f 1 1 ' FM.1-L«,L� - ❑ _l I_- -;t - 1- _L I. 1 1�_Li.� O O 111.1'�_J1�11l,,,,II ,1,1,,Ii''11_I;,,,1 11; 11/ ,1 ,1`,,1`I,I`�,N`I`t''I,1''(1'1l1'1',1''',1''1 X1111 _ _ _ �!f! 31 ' n 11 ,1 1 ,I II 11 ,I tl 11 tl 11 11 ,1 ,/ ,1 ,I _ 1 ,, ,1 ,1 , -- , , , I , ,r 11 \1 ,, , tl II 11 ,( tl 11 11 1r 1; -- --- - -�- - 1 1 ( ,I - - ,1 1 ,' I' t 1. ... .. _._. .1_. : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,l t, I I 1 I,1/ i 1 1,1 1 ,1 1-,1 1 1 1 1 1 III ,I 1 , ,i J 11 'y 111!1 1 :1. as ea a EL 100-O FIRE CONNECTION,LOCATE I i I I "MAX.GAP I - 3, e•1 1 I 4” LMESTONE SILL AS PER LOCAL OFFICALS I I I I TYPICAL SLIDING GATE t TRACK I 1 I I --------------11 _------------------ ----1-- L-L7 BM.FTG. 3z eT --------------------- -------- 1 ------ ------------------- --------------------------------------------- r- �- -------------------Afi�'��L�IV;iI�1�T- . 1 39 90 I ----------------------------- BO'TZJtFtffLyT!I4I •iF __- - 3e 1 37 e3 BOT.FTG. �-------- -------------------------- -------- ------- ------------------- -------------------------------------------------------------•---------------------- I 91 ,�, INSTALL ADDRESS DECAL LIT FACE BLOCK FACE OF WALL. REFER TO A-9 e EL 96'-0" 9m OVER DOOR b" NIGH CURB,'SiDEWALK 11 NORTHEAST ELEVATIONISn` WRE °�"la CANOPY BEYOND -.. " SCALE I/8" = I'-D" �'' ' OUTDOOR SALES AREA 14 �'— 3 1 A-6 8 �,-5 /� 5HEET METAL (8� COr_,NG(PANTED) r'' T/MASONRY !METAL ROOF ON _. T.T1A,SCNRY ,. a EL 122'-0" OPEN JOISTS ._ _ - -_- -- ----.- ---_ ---- - - . -_ --- ---- - -- - - 1221 O•I , JOIST BEAR!NG e CANOPY UNDERSIDE TO _ -- __ -_ - --- - : - - - -- -- -- _- - -- _ 'L ,,"_, - I' O" X I'-O`OPENING -- - - 'r '- LOWEST JO .. 1. .- _._ ._. -- -- _- - -. ---- - - ---. 1 - _-- - - -- '1'.�1'.1_I. e EL 19V-4' Br= SI-IOP FAINTED - _ -- --_ ELECTRICAL LTG R _ _ - 5UiPFER W/D S. _- -_-- _ - _. ___ :_ .--_- _-- -- - _ --- -.---- .. : -_ --- .--I'.i�'i'' L t TOP OF ISBOrID BEAM LIGHTLilt(.I - -- ---- ----- -___ ._ ..._--- _-._._ _ :._._-. _.__._---- -- f U F , _-_ -_ __ _ _ _ _ - _._ _ -. -- --- -i .._-- _ -.-- _ _ r _- -- - _---- - ------_.--._ .__.._.__ . ._ -._-.- 1! I,,,11 e , " O GUTTER t DOWNSPOUT 1 TO ELEC. AL6 - --- - - _- - -- t _: __---- --- ----------------- _ . - -_ __ - �1`I:,i` _ EL It9 4 --- -- - -- - -- - - - --_. - ---- - ---- -- - -- --_._ .- -----. __.. -- ------ -. -'-. -__ _._. - - I' ----- __ ------ 't'-'Ji' I JOIST EEARING e CANOPY - .----- --- ---- � -- -- - - -_ - -_- M --___ - ® I � 1' -- -__ _---- :� -_ -- _ -- __ i - - - ---- -- --- _- . _- - ---- ---- -- -- - _ - 2 - --- ----- ------ -.---- --- - ---- _ _ _ ► - -- - - _ - ___ -- - e EL 114'-8" -- --------------__. -_...-------- -------- - --: - -----_.--- - ---- -_ ---- I--.---.---- -- _ _ _:---__- - O d - - --- --- - - -- -- 11-L'�I't1 - _ - - Ii _ _._ -__--.- ._-___ --.._ -- - -`--C, -.- _L___....-_ ---. - --.__-.-._-_-.-. - ,. _..--.-.-.__-----__----- .- -------'- .__-._..--------.-----._---- '- ..__---._..- - ..--'- - - - A-5 _ -_ -___ .. 1 +rL _ _--- _--. PAINTED CONC BL I __ I�._ ��1 SPLIT F PANTED CONC.BLOCK -- -_._ __ _ _ . _ ____- __-- -_ _.___._ . ------- _._____ -- ----_-_. 5 AFETAL FASCIA - - - .___. ____ _ _ __ _ --- _ _ - _ -- _ .._ - ----- _ - --`-- ---- - ,_ L ACE BLOCK O1 --- - - -- ----- --- ---L INTEL : - - -- - - LIN L ! —� TYP. ---- - _ - - ___________,___1____--_. -- ----_____. - = _--.--_--_-_ - - : --- - _. -- - -- - - - -- J. i PANTED CONC.BLOCK ---- -- J - 1I",;',!I - -- -- ___-- lL X 10 W/9" X •" PL. __ _ W8 X f0 W/9" X �" L. T i I - -- ----- ---— --- --- ----- �I --- -- -- __ .. - --- - - --_. .._ 11_� �� --- LINTEL = -- - .- 2 - ---- --.. - - - - - - _ - _._ _ - - _-- -_ __ -- _. .__ _ . --- _ -- _ _ i - - --- -- — -- - I - - _ -- -------.-- ------- --- 15 3 __._ 5" X 31,1,1 ,It _ Id -: IIz" TOP t OM PIPE RAILING _- --- - ---- - - - - -- -- - ---- - - ---- - --- - --- - - - 2 -- !LI' L - - _. - --- UV 1" VERTICAL B14LUSTR.4TE + 5"o C. I -.:- -_- _ . :_:.-- _---_ :: - - _-- _ _--- _::.: - _ __ fi ------ _ _ ____ _ 5 n x-3 -1 t I .I --_ - -___ --- -- __ - _ - __ _ A�� I ' '---- -- - -- _: :_-. _- .__._ .._: -. -. __ -. MILL 1,4 \ 1 ----._ - -- ---------- ---_.. --- --. __ -------- -. __..___.. .- ----._. _._----.. .----- J:. -..- - ---_ ._ _. .. .. i'(,#0 I 1 " YyERT!C4L DIVIDERS. f1 _ _ _ _ _ _ ----- __ - ---- -_ -----------___ ___ ----- - - .. - -- -_._ __ .. - - ------- - r . ---- --- I \ -- -- - - --- _ _ - - - -- 'I"_1' I FOR RAILING AND - - _ --- - - _ - -- - -- - - - b _ - 1 ---- - ------ - -- ._ -- - -- -- ----- -- -- - --- -- , -- - :_ _ --- ';'-`1,' RAMP REFER TO ib/A-b REFER TO 2/A t FOR - - - - - ---_I I _ _ _ - ________=.___ _.- 1 - - - _ - -- ._.. _--- - - _ - I 'll L 1_.I TfENK'.N DETAIL ___\ __...__ _.__ - - - - U1111 - :- -- - _- - - - - - T�FDTN _ _-- __ -- - - --- -- -- - -- -- --- -- - --- -- t -- - 1 -- .---- 1,,' ' e ' ---__- .------ - - - ----- ._-_ ___- ----- - _ --- -- -- - - - --- - _ -- - -- , EL 100-0 I i -- I IB m - ---- -- - ------- ---- - -- -- ---.--.--- --- ---- --- - - _ _ -_I,_-1' . I I I _- :. - ------• �� ` FINISH FLOOR - - �_ _-_ I I I LBUTTON '� I I DOCKREFER _ __________________________'"' I - _�_ 1 } 0 E 100'-O" : 9 GRADE * 99'-b" I I t TRlJCICWELLCB. I I f ________________�___--------- FACEOFCUR$ TO 11 t 13. - -_-- -7: I W0 ELT.FTG �-'T --------------------------------•� 0 E Il" t_==--� - _----_C=---=_-_«�=_�_----------- J---------------- I __--- ----------•----------------------- ------- ---------------� I 1 1 e „ ------------------------------- ---- -_ _----0�-1--11 _ I ----------------J ----------------J JJr j I I r-- PIPE B.r`1'�R GUARD 1 L -t-___-J BTM.FTG ---------------------- I , `� i =_ ER TO DPETA!L .IA-I a EL 94'-0" --------I I--------------- -�1� r----------- -------------------------------� ---' -- S;cPPED FOUNDATION,REFER TO PLAN 5-1 B/TR'JCK WELL FTG. LOADING DOCK ------ ---------------------- SOUTHWEST ELEVATION IV 0 EL 51'_il"y TRUCK WELL 4F7G. 11 13 SCALE 1/8 - i fd T/CANOPY AK I A-6 a EL 1132'-11" r I ( 11 Q 16 STANDING SEAM Q — 22 GA.COPING 8 EXTERIOR ELEVATION KEYED NOTES A_6 SHEET METAL KYNAR 500 PAC-CLAD YNAR 500 PAG-CLAD "INTERSTATE BLUE" O G�!NG(PANNTED't� 11 - 'INTER3TATE BLUE" \` - �__ ---- -_ = -_____` !GNAGF_REFER TO 9 _- - � I •"N X 15 •"lU X iI •"D SPLIT FACE BLOCK BY BEST BLOCK CO. S - - - - - \ FRONT ELEVATION O COLOR 3M (PURE WH1TE), SUBMIT :SAMPLES, REFER TO A-1 FOR FOAMED INSULATION. NATURAL MORTAR. ALTERNATE Mme.NORTHFIELD BLOCK W/DRY BLOCK -i- I / ACCEPTABLE ALTERNATE TO COILORED BLOCK, COAT EXT. OF BLOCK WiTH 2 EMIL rO TS N !,MART t�.Acp�- MODAC 'F-100', 019-159 100-- ACRYLIC COATING. PREPARE AND INSTALL A$ PER M , e EL 122'-O" ,11 1 ,.'- 11_1 1,1 L 122 O" ,11,I, e,,II, u,I ,,, t,I, ,;,,,,,,1,, ,,,,,II ,,-1,, ,1/ - 1, %1+ 1, -1�'1+',i .i,t: eE 8"FI PAINTED CONC. BLOCK W!TN ,2 COATS MODAC F-100, COLOR TO MATC>1 BLOCK I ,, ,,1,111,1,,1,1_,,_11,,,,, - --- 1 1! 1! 11 11 11 1, 11 „ 1, -1�1 2 LOWEST JOIST BEARING 1 1 1, t ,' ," ,I - I;,,,!l,I i i,i l ��•*,-�-� L-!'1 ,', 1', 1 of ,', ;', ! 1 ! 1 1/ SLI/ MODAC TELEPHONE W0-626-6322 OP OF BOND BEAM -_ �-,;,,1_17-1--1_,,1,,;_�11,1,r 1,.1.0 1-1='�'1/',I,i L.'1 11,1 I:''�11''11',J:,,I:r ` 11''_1 Ali__ L�1 ,�I p��{ _i,1__,, ,1,,r,,,;;_�1_;i,--,, \` IGHEST JOIST BEARNG ^% I ,I I,1 I,t I,!I,1,,I J,,I I 1,,I,,11,,II I.1.1_,,7,1 1,1,_,I I-I,1,,_I,1 1,1 I,I I-,I-- ELECTRCAL G.REFER ! 1 1 1 1 1 1 1 1, !i , , H E�9 e EL 119'-4' - e EL 110' 8-" �' ,,, ,,, ,I i _, L _1 __L_ , ,'. _ O Ii1CY SEA"1 -GLAD "IN TA E BLU£" SUBMIT SAMPLE .._. _ I , , - It It I to,It,,,1,1 1,1 1,,1,1,,I 1,,_,,,,_ ,I.,/,1 1,, , ,,1,,1,\I 1,,_1,, - 3 STAND PANELS KYNAR, 500 PAG TERS E 1 ,11,11,11, 1,11 ,1.1 ,1;17_;1,,/r;_I_I,1i,-I 11 -1--�, 11 -1�'I-1 ,,,,, i I TOE EC,M, � !' 1.__..,- 1 ;� _.1 i_o_; ,11,1/,l f-�j1,1111,1_,I _ 1 - '1- 1 -/_1 I -! 1' 1__ _ -fr__- ,I1 , 11 1, 1 r I1 11 I1 , 1' !1 11 17 1/ 11 11 !1 II 11 11 „ 1/ 11 ,i ,,it , , l,_ ,,1111,1,, - •" H 1 -1_-t I / __1._ L 1._ I 1 I_.. 1 -_ -_ _ ,I,.r 111,11 ,,111,_1_1;-11 1,11,11,11,11, I- t 1 + ,11 11,1/,Il,t ,11,11,11111,11,1, 11,11,11,1 ,,,.,_, 11 1._1,,,,11,11,,r,1 - - ANGER ROD! i.r_111,11,I1,1IJ"J 1il1 'I1.I..ltI ,�I-,11,1.111 X11 X111 !,I'_1-1, I,,r CONNECTORS PAG CLAD TELEPHONE 809 323-196® (ILLN015 105-228-1150) ,1I,11,11,11,,1,,,:1, , ,-1,11, I /,,,,,, 11 „ !1 1 II !1 ,r 1 1 ,l---- J' _-._ _ !! - ,._ / ! / , __1.-.1 ,' I_ 1 )�.__ 11 1 11 i1 1I 111 1'.10.111 ,1111,,_111,,,11,,1-„I I,1,,111,1;,1,,1,tl,il,,, ,i,;1,,,1,,,,ti;ti,-1,,1I 1,"To ' '1' 1'1 I'1 1L, ,'I -11, t , ,; STANDING SEAM PANELS (ROOF-OUTDOO€: SALES AF�A)3£E '3. 1 1 , , I, ! 11 1_, 1_I- ,it,,-„111 I I 1 1 ,r� 11 1--- 1/ 11 11 1, I „ 11 1-- 1 �1 1-, 1 ,1-11 ,,_ � ,:! ,--„ r,-i- I t_:�I i��,,,I I i..,1 1 SINGLE PLY ROOF ON _.. ._ / �'_. ! ,___J. ! _1__ { 1.—.) ,_I '__!_ , _.!1_ , .1_._! , _ ,- 1'...1 ._1_ /-- , #' - G1' !i,,,1,,_,1_'1,i!,,, 1 I 1, t, 1! 1( 1 I ,, 1 I ,1 ;1 1, ,1 ,, ,1 1,_,1 1,1,.,`--'-(,'-- \ -,,,,I,t 1,1 i,1,,,,,,,,,.,,,t,1,,;i 1" IN�J1./L., t DECK ” " .n 1 _,.__1 ..L__1__ 1.._,-_.1 1___1 +_J_._t_ r \ i i 11i-ii!, 7 i-I !1 -iY 1, 1 1 ! ;;,, r,1 1,I I,1 ;, 1 4___0 I,1,,t_,-,!, ,,i i,I,,,;,,I,1, ,,,,I,,,1,,,,,i I I _,_ , _, I 1 '1_, 1 H££T METAL FACIA P -PMIS KYNAR 500 PAC-GLAD INTERSTATE BLU SEE �.�1 �� /�/�y �/•� '1 /�%,I O S HIED 1,,,,,,;,1,,,I,,! ,,,,11,,!1,„,„-,1!1 1,,,_,,,,,,11„�,1;�_1,,,,;_l 1-,,,L,i T I _.-_. LfT FACE L.JL�rVt\ �- r�.''T.1rY!T FIM6iG ELOVfh I_,-1,,I i,,I, i,,,,,,,,1,,,,1 ! , _.l,,f,1 1,1,,, I ,t!,1 1, Ill, i I 1 lot I ,I 1, 1 1 1 1 1,1 1 I I; r ,,,, ;l 1, J, ' '-I 1 I,i, I, i;I 1,,11,r;1 1 I I I�,-,, _. ( , I 11 " T 1 TU ,r t PAINT /_ 1 1 !-. ,_ - ' !-;I o 'F-- n pI�/•� PRIME ,1,, ,i r-- ---- ,1,;1 I,1 I, 1;I I,I,,{I,1,,1,,1 I,1,,1 1,1,,1 1,,,,, ,1 -I - - - - - 6 X 6 STRUC URA._ B PR ! E P _. , , 1 --LINTEL 1,,;;11, ;1,, , �,+I1 �� , ';, - �I '- - - L L l ,I,;,I,,1 O BY OCA AUTH O III ;r , ,tl l"-, ,1 1111,11,11-;11,11,11_;-11 - PR 1�KLER IF REQ D 6 Mrs 2 5" X 3�s u •u 1,'i a��,1'';'i /1,i i1L_ ',11,+1, r !I 1 i! I 1-L.�i,�i;`I`,,�i'!I ,I '�1. ,, ,, 1,,,, I _,,,I,,1,1 1;i1,,,,,',, O O T CORNICE KYNAR 900 PAG-CLAID "INTERSTATE BLUE" ,_ r , , _.._- ..._ / / I !--1 1 !1 1 1 1 , I t 1_! 1 ! / 1 1' , ,,I ,1! ,I I,I 1,I,-,!1 ,1,,,,, I,1 I ,1,,I I'.II I r„11 11 I I I I 11 11 i l- 1 11 11-- ------ -. ,1 `" __ _._ - -__.__ L --I_.! .-L__1_.J_ J,..._L _L..1,1,1,11111 i}_/JI t1111_'.1� 11�.1_,1J� _-_�. '.'_1 _. , 11_ It _I_.�-;11,,.i.1._i!,,1 t1_.t�-.,'. ��./vpry� �`\ 1�11-;1 ;1_-1,11,1-1,11 , 1,11 II 1! II 1/ 11 11 11 ,l II 11 11 1, 11 li 111 , I I II 1, 11 !I 11 1 !1 I II I II II - ��'-`I �Jt ---_-_._. _ ._ , _, , t _ , , 1 , 1._,__1 1 ,_. .1-- '' 1' ' 1 -J-_I_J r_'- I _t�.._1 J'_-'___,-. _ `. 8 SHEET METAL COPING PftiE-FMI5HED KYNAR 500 PAC-GLAD 'INTERSTATE BLUE" _-! , 1_ / PIPE BUMPER "'" 10 ,,I,1l;,1,,1,, -11,lt, 11, x,11,1 r,i�,,,,1_,1111 1,1-1,!'! ;1 I,l I,,t,l l„,,11,,1 ,11, ,;,r,,I O PIPE 61MPER -- 1,1,,,, ,, „ I -,-, I,117':':i:':'I'_ 1-!_IJ11,Ir1;-,,11,,1;1, ,1; ,1,:11:.'- (�_' Q TQ = PAG-CLAD PREFINISHED GUARD _s_ , ,._I _i__L _! I'- ,_ 1”, ,,, GLITTER 1! NOT USED WARD ,I.1_,,1 111, I,1,,,/J11 L1i,11,/1-111 , ,I RA 1�I/! ,1N}� t'1,,1.1-I,,_1,,'111 I;rI , 1, -- 1, ,,_1,1,,I,, I,I,,,.I,,,,,1,I,,, O FAC--IA (BLUE), L.TIJTTER IUTIiTE) 9 GUARD ,;1;,, 1,,,,,,,1/,,i,I,,, , ,4 FOR ta'A I L MG AMID , ,1 1 ; 1, 1, ,, 1 1 I, 1, 1 I I, I I I , 1 !,, ,,',,1'!,t'„ ,1r,,',,1',-1,'1o111,,1/!1'I,�,- 1' ' (V �.,�,,- I ,1 -,I,,.-�,�-L' -_, la`At'1P IEFER TO ib!A-6 /"�"+' 1'-'1 L SOFFIT PANELS (WHITE) HANDRAIL BEYOND :�� ,I,,, -_ I I 1 1! , 1 1 I r,I TCS 1, ,1 I 1, ,I”I 1 ,i-1 1 ,1 I - ! I i!,` METAL DOORS AND FRAMES (P.41N ED REFER TOA 3 \,,1 :I , T I II 1 1 ,i I, !I ,1 !, t,,I i , - 1. -_._..-_ d '' -t-_ , '._1_ � .. 1.---' ' - r 1I 11-1t 1 111.11-, 1.,11, I! 1!__ ,,1, i�-.1.'..'1"_I'.._!�- ,'- 1 1-_1 ,11,1,. 1�� /gyp �}�]� \� �- PANELS 10 T ) FIM.FLOOR ✓`�� L �•FLOR 1J"!'_ I"I 1 ,1t, 1, 1 ,,,I,,11 !1 `ILS /� ��I�t••� /y[ p'� 11 a,1 i,111, ,1111,tI,,l Ili, ,11111,111,1, L,II�i -�„i.th, t1„n,h�n 11,htl,,n111,n , :. _J._ _.. - LrtrE OI-”F�NIJI'{L.I/FL . Of- EAitIH I 11 t 1-,-1 ,1--1,- I r !I-;1-��,-i ;I 1 r--1 i ,-L-,r-I I-- , -,1 , 1; t i I l ,I __ b ,,1 ,,1,,,,; ,,,,,11 ,, 1,, - FN{5�4i�OOR •EL 100'-0" !------- +_ _ _ !, i, I r ,1 -, ' ' -s '- '-' L' - 11 SEARS TO PROVIDE AND ATTAC 1-i£D INTERNALLY LIT SEARS HARDWARE SiC - I I- I ___ _ TI 11 ll_1 l 1 1,I_1-1'_'I,11_ i ,1 ,1 ,� ,! ,1 I ,, t! I e EL 100'-O" ROUGH IN, TIAr£RS, PHOTOCELLS; WIRING AND FINAL GO'tdrB�lECtIONB BY CONTRACTOR. I I I I'-4" RAMP GROUT ALL BLOCK SOLID BELOW FIN.FL I I I 11 TF41CK WELL C.B. 1 I I I I I 11 i--L - '� l2 I" x I" GALV.METAL TUBES 4" O.G. WITH 4" MAX. CLEARANCE AT HEAD AND BASE,WiTH I L---_ __--� ll I 1 1 RISE STEPPED FOUNDATION,RISER TO PLAN 6-1 J__ BTM.FTG.d`► •EL '5'-11" I i-----�------I __ __________ __ __ -------------------------------- -------- - _ 2" X 2" X •" T..S. VERTICAL POST ,AND 3" X I •" X •" HORIZONTAL CHANNEL. 1L-------I------------- 1J ---- ----- -----------!'------------ ---------------------- 0EL %'-no' I I I ------------------- --- ------------------------------------------__J-----------------------------------1-------------------------------- VL/ PRIME AND 2 COATS PAINT. I_1 T__________ T r ---- BTM.'TR iCK WELL FTG 13 GUTTER t DOWNSPOUT - GALVANIZED OGEE SHEET METAL GUTTER 5" WIDE X 3It --- ------------- •EL 92'-0l 15ow DEEP PRIME t PAINT. DOWNPSOUT 3H£ETMETAL 4 •" WiDE X 2 •" DEEP PRIME A-6 I t PAINT.GUTTER t D.°.KYNAR !, � PAC-CLAD 'INTERSTATE BLUE". Id PRE-FNiSNED STEEL ROLL DOWN INSULATED DOOR REFER TO SCHEDULE A-6 SOUTHEAST ELEVATIO !; PRE-FINISHED STEEL ROLL DOWN NON-INSULATED DOOR. REFER TO SCHEDULE A-S SCALE 1/8" = 1'-0" . AFETAL ROOF ON 16 STANDING SEAM PANELS KYNAR 500 PAG-CLAD V141TE", SUBMIT 9AMPLEB 6 8 METAL DECK t SNAP CLAD I •" STANDING SEAM AT 12" O.C. 24 GA STEEL I T/CANOPY -- IN -0� �I-6" A-5 A-5 - UNDERSIDE TO BE PAINTED° e EL 1132'-Ii" TO MATCH INT.PARTITIONS 8 22 GQ COPING EQUAL 14'-9" 1'_611 21'-6" £QUAL 16 ] �O T =TEM=, M[) SAFETY GLASS O TEXT TEXT A-5 g =PLATE GLASS a i6 3'MAX.GAP I 8 REFER TO DETAIL ON SFIEET A-8 O SIGNAGE �R TO _ TYPICAL T�ARAPET EAST ELEVATION g SHEET METAL a EL 116'-O" �' I t�r1ASONRY CJ• d © e � D A l in? 17 COPING(PAINTED) - 1 ON e EL 121'-O" '11'1•.!.,1_,_L,�!J• - -- - -- - - TIMASON'01 HIGHEST JOIST BEARING v�I'LI7FACE` J- n _ e EL 122'-o" e EL 120'-8" - BL"',.'" I - LOWEST4TOPF B BEARING " !'.1_!J!!1!_11„111 I .I ELECTRICAL LTG.REFER t TOP OF BOND BEAM •” HANGER ROOt 10-O 1 .11!-o 1,I, 1!.. I 3 TO ELEC.OUG3. --- a EL IISI-4" . CONNECTORS , 1.0-LA-t-1-0/ ,_�,.1 I I -- 1 �1;1�1,- ,,r,�r;,,' i W 1-1,"1�J_",�1_0_I , - . v SINGLt= PLY ROOF ON ,, ,, !, ,, ,, - -- BUILD, ELEVATIONS z I„ INSUL., t METAL DECK -1---- .- 1 1. 1._. -- ILIy GUTTER 13 w i 1 M 1,1 ,/ 1, !, 1 1 i i 11 i 1 , I! '• - t ,�, �I L ; .... ',..1 � 1.�1, 11( � 1 � I I i' f i � ! : . II 111 i Ili. I ---_ --------- _,_ ----- — - ---- DA E , , { I Iis_ I , I i I . I I I i; I ,,� , I - -- --- .- - --.- METAL FASCIA I 1 I 1 , I ' ! �+} 1 11 ;'f �! }}} lit 111!, i 711 it LU J, --__-_ __ -__--- 1!i 1,r I_J_' t I; r 1 i i �17' ' !T; *rn` , + I. r' -_ --------------__—___._ -- — _._- __--__ J PAC-CLAD PREFINISHED �1�.�u�l o i I INTEL t , .� <. ; 1 , .ixt #J, I; „ __ __ -------.-------------- - d a FACIA (BLUE) GUTTER (WHITE) } 1j .i j` is 1111 I tl Illi jl 1 {!} 1 ,I �` i!{� ----- -- - _____-._. PANTED CONC.BLOCK----- --- 1, $" I i itl• „ , Z 1 5 ,Xy3• I I ► 1, 1 �It I�3 I1 I! i} I ,, , �' 1 ► ! •I _ _ _ 2 I ccSOFFIT PANELS (WHITE) �" �, _ _ __ . T - -- -- I - t i , i I I 1 I 11 � }I �� i -- -- .- ------ - _ _ w D.S. 11'111, -A ( f�{ ! '' I li Itt:j llf,t, I �f !, 1 �l i DS. ------ --- 11/2"PIPE RAILING REFER TO 1 { j { ~, iv ��''1,..',11'1_ O ' I } . +I;: ' !. i t I.,! 1 i 1 I i I'I+ I I I j l i.;_I ' I I y� I I r {.1 1� �, i I -------------- --------`------- — ------- �' t` I !I t { s WEST ELEVATION X 1 1 J .-1.. 1)11111.1.I.L t I I'i 1 ! i 1 II f 'I 111 ', lI 11 ' IIIi ,�. II li :� !11 1}Is 1 1t ; DA7. w SPRINKLER CANOPY — ? ¢ i 1 1 , I 1 ,I I •{1 Ili►, :; ;1 11 1 11 } I II I REQUIRED BY LOCAL t-1__1_1._ �t I i ,, 1 f .} i � -- -- ---- ---- ---- -- p��pL,1111L! J , t I1 1 11 }• 1 II, fl ! #1 1 I! l tr _._ _-__-_..-. _.______-__ --- _ I PIPE BUMPER ER 3r 3t SPLIT FACE t! f ? s f i I i I, i ;! ! .l f I ! t: : (i i ' +� JURISDICTION. 1 1_1 x.1...,1' I , ! r Lyj I I } I i I _ -- --- ------- --- - - --- -- ---- - ----- ARD BEYOND { t Ij `1 3r �'( m[nmmvTmm 9 O BLOCK '.J-'1'IJP__ ' + , 3 I , r. } f ;� 1 t i I , t �1 Ir !; .. iI 1 - ' .__ ..._ !I 0-1A.1-LL-11 A �1 I I r ^1 ! ii 1 { '- 1 I I .1 r, FIN.FLOOR a " !. !I� i.�1, 1 ks. ', 1' ,4+!�!: 1[ I III I k}I r ?�:! I1;=..: ., > ,,.: ---- ------- - -------------- -- -- -- r " '- __ L :_ ;. ss _._ FINISH FLOOR a EL 100'-O" I ► t tn DS• ! 12 6 12 C 6 I I I • EL 100'-0" TFZADER'S WAY SALEA'i, MASSACHUSETTS ac >► I I I COL. I 1 I i ----- ------------------------ w WBTM.FTG _--�---- --- --- --------------------------- --------------------------------------------------- -r------- ------------------��T---------- --TL-1 HIGHLANDER PLAZA LIMITED PARTNERSHIP to -----_-___ -_---------------- ------------- --------------------------- - - - - - _ _ BOTTOMFTG.� V 1.0 T e EL 96'-0" 3'MAX GAP TE 4 BOTTOM�CdtL E BEHIND ---------------------------------- - --------- CURB/SIDEWALKEOF ----- - ------------- - e EL %'-0" IO00 MAPLEWOOD DRIVE MAPLE SHADE,NJ I OP 4 Q NORTHWEST ELEVATION WALL REFER TOA-9 THE ARCHITECTURAL TEAM INC. w w ARCHITECT v ` SCALE 1/8" = 1'-m" � . . . .. xo Ca1MANDANre UJAY AT A"Ii�AL'S WILL CHFLSaA,MA A- 3 U U I . 1 I I I I I L .. -. . I. Iy . r - I - . - I I - I _ _ I ; I i i . 1 . I'll. � �� I - - - - � I - ___ - I I , I � \ �i. OAK �� - t7W �- W I NU J ��f M'Js �K MA/-f-1 41 a 41- I I I I I I I I I I I I I I 13�K N4Vl-LH ��'� M'JI,GH tANAKFF W IG=p i-Jp1'y`(MUS i-(' +Z(D fzV��' DoGwocp \ F�f t7`ry Da�waop / 5' o,G, \ I I I I I I I I I I i I 17 ' PIT' I J� pVYMUS (21 ��rcMvs - ---=- ----- ----- C'- ----- ----- ----- ----- ----- ----- ��" 1 •v T111 .. ----- ----- el✓�4 _ - -- •I - - Two FACED, NTCRNCLY -VERIFY STRUCTURE►FTrrILILLU - MU(•�� • - I RED -SCARS PYLON SIG4T SIZES BASED oN LOCATION. • RED "SEARS'WITH W4TE ItIK COOK, W/O.C.WHO ——— - BI LE ^HACKCROE" M EN..ANCHOR CLS ' r COLUNS PANT OFT WHITE OR COLLR.NS,ELECT.CONWCTMIM \J WHTE BACKGROUID MEN..NX;/IOR CALX. OIC I ti� OBTAIN LETTER TEWLATES -INSTALL CROSS TES AS REOD-MATCH CENTER STANDAPPS -TS 10"XMYX1"VERT.COLS • FROM SEARS. FOR WW M0 STRUCTURE StOWT FOR APPROVAL •.INTEGRITY F THRU C.C.COLOR SANF'LCS REFER 10 STR(1CT:Owe.,S. M _ ——— - •I E SHOP OMC%.FOR APPRV'L FOR STEEL i COW'.SF•ECS. I I FROM SEARS.OVIDE BASSO ON Zsoo PSF sats b I I ( o6TAIN SIGN GNPE1 ' .I r-G- OAK ' '96"PR VERT.LMAPS 4 M 13 O-C. -PROVRO PHOTO CELL & ATALUM Ot BTO ST EL COATING NT TH TW CLOCK. 'MMD DE SOON LOAD S0 FVT REFER TO ELEC.Ow03. CR LOCAL MRSAWS - - • � d -Q• Y_6. _. ST EELt�Ml,LATE � - + - STEEL SETxTF+PCL PLATY - • NpN SHP TMOUDATION -IEvE=iIG GRiUT S w EEL Ai - ,:DIA* s. ROD .A TI),�,/6`RD ASM ST BOLT �aCAL,SEE SHARSrN W"TH 3"THREADED / DC TML n/A10 TOP , 6"1100E PE s R COL. �. ••� / .6 64Rs TOP MD 60770N r•oc.EAcw '. .. _ MAY CYYFICCI. a:r ,MA,A/ 6••WELL I I I (-t'f pIGa• .) cw KrED SAND PYLON SIGN ELEVATION I I I I I I I I I I I i i i i 1 SCALE: Planting List /• .. Common Name Latin Name Total Count Size ANG�S!-y ;�/�f C 12-1+ Ci. G Trees _ -- •.��, / % American Beech Fagus grandifolia 1 3 to 411 Red Oak Quercus rubra 5 2 to 2 1/2" _ Rubra Dogwood Cornus rubra 2 5 to 6' ��`'• p n �p DSC n nE/nL n � TT N� RAN W Sugar Maple Acer saccharum 2 1 3/4 to 2" L �1U�J !n\It" lT L�li-��J U"L�ln\ s Z DATE . Shrubs " LAN DSCapE/pLANT�N C� pLAN ••�/ o W 3 l{pt�l�, .l• a Dwarf Winged Euonymus Euonymus alatus Compacta 95 18 to 24 a Z Hetz Columnar Juniper Juniperus c. Hetzi Columnaris 18 3 to 4' { Rock Cotoneaster Cotoneaster horizantalis 42 15" to 18" X Scale 1" = 20'-0" w , u 3 Gro ndcover o English 1 Hedera helix -- D 9 Ivy Approx. Pachysandra Pachysandra terminalis As required -- TRADER'S UJAY SALEM, MASSACHUSETTS W I-`000HLANDER PLAZA LIMOTED PARTNERSHOP 1000 MAPLEWOOD DRIVE MAPLE SHADE,NJ . m V) -_ THE SRCI--II]T�CTURAL TEAM, W ARCHITECT .. ij $0 COP`R•9ANDANT'S WAY AT ADMIRAL'S WILL CHELSEA MA 1 - f t. .m. rn r. r :cn m. .s r.w : . i i x >-. wf ;••r _ r .. +, � .-, .....m.-. , ,v+r....... c -..n♦t v.... . .. r ,.- m . a r r• '� i ....., t 4: L• _ , ...-_, . m— mnnr ..,.m .a...s.-m w.m ♦-.... ..-mnv t n,nn . t r. r M ♦.. • 4.. i _ ,. � .:--: - . _ , ,.r t , s w. v : r % Y . � t r , _ •: r .=y S ' y ^tt f HiA-mh1upr% der i z a nCenter t e n1MA Highlander Plaza Limited Partnership Owner: g p Drawings Contained In This Set: 1000 Maplewood Drive, Suite i 10 Maple Shade NJ Civil -- Proposed Site Plan -- Architectural Site Plan Architect: The Arch itectu ra I Team, Inc. 50 Commandant's Way Architectural Chelsea MA Al Floor Plan A3 Exterior Elevations Site Engineer: Landmark Engineering & Surveying 583 Chestnut Street Lynn, MA Structural Engineer: Centennial Structural Engineers, Inc. 17 Garrison Street Boston, MA Mechaniical Engineer: Ginns/Dubin Engineers, Inc. 480 Adams Street East Milton, MA Electrical Engineer: Sam Zax Associates 14 Franklin Street Quincy, MA f ; a a .,t o D) o ® 3 00CalIT ; 1 April, 1996 I - f 147,54 9 EX/ST. DMH 4455 R=144.47 4 ,83 /=138.37 15'11V I 147,87 1=1.38.87 15/N t 148, 1�a12 /=1.36.60 12'/N1195 1 /=1.30.17 36'/N �• ` 47.65 147.22 /=1,70.16 36'00T k j WI t 47.54 143.87 0� s G 146.94 146,86 146.53 146.30 45 3 CB 14 .45 4 HI H �IgB, G G 145.89 145,09 R=144. 1 _ 3j Cio G / DMH 56' G (� , • I 147'91 �� R=144.47 $ T $ +� R�141.78 /� r. - s' r4s 8'' IJA 4) 139 3`) D --_� =S r /�1.3'•0 98 - 147.10 ' t S 147.06 + S4/H $ 44Op 147,59 47.71 ,/ /i' A Y * PROP. DMH7 R=737. 00' . 148,16 (PRIII TE 04RIoWLE �j� R=146.63 $ +fg6 I�S6 79.88 12'/N O 144'$4 `}0 4� g�35� 0 //�D PROP. C97 dj/=140.83' �'� 8. PROP. CB6 1 R=145.5 /=140.70 1Z/N I \✓�� 7.98 R-r46.75 /=140.90 /N /139.78 12'0 I v 48.3 1 .741.95 12/1N 1-140.800 ^�' 142 cv ,A9 14 14 7.53 1#1.85 12'0117 �tx E 12" ai warER /=140.69 143,43 / A/D E145.13 R=1442 � 143'54L�� " 147. 46.55 E 4 O 145.30 144.58 CB p�� 3' ti 0 50 49,6 LANOSC.gpE' 48L -74.3. 00' .58 t� 1 3 145.98 145,80 144,8 ✓ R=5o3. 00' •� 2 149.96 149.89 1 ti� ' 148x1 ARE4 _ �� 54732'00 E _ �Q PAWThese standard symbols will be /ouke in the drawing. .56 , q 0.0 �► POP. RCP 27 M `R=143.24 'P V d 0 I S-0.0 775 W6 ✓ m� o _ ZS ^ .� "u�� EX/ST DMH ��•(�I. l�OfxE. 7 UNE I . R=14J 69 I 59 0 -m /=1.39.47 12/N S'/5 �OVIW/NG N tq ✓ /=139.8 12" /N `{6 p O EL£C1RIC MANHOLE I ION 9 0 9.0 Q /=139.29 15/N 9g1 � �` PROP• SAIH cA /=1.39.27 15"OUT mAMNHOLE R=146.50 /=1.79.52 15' /N OP. y �?^ 1 9.9 '4s6 95 1-14Y&5 /N 149 '0 7aSONONE MANHOLE I I4s o .0 p0 /=141.13 0 1 /SO N0 STB4M MANHOLE 5 \ PROF C82 LIMIT OF INOR A ', \ o R-146:10 o C49LE MANHOLE K AREA 50• of /=1400.4.7 1r/N • Q 8 a.0' 1-74(0.-U 1r0 ® G4.S' MANHOLE N (71 1CO 2.24 f ACRES cp 9° g � �$90 O waTrR WhVLE 25 O DEIN MANh�OLE y R� tep 16 ^ M:a f" > a 5 I4)3 148 k 191 14 -0 WADER 04&* �5 cp 1 N 147. 7 (1 elf R-147.52 '� ®• GAS GATE I o o °D CDNQPE7P' w.1lX �� /=14J.8 y°� e- 1/IILITY SOLE Ln CD PROP. C880 R=147.5 b�CONCRETE WMX h 0 ` 59 , UGHT POLE o rho /= 7 4,6 44.8J' semo• ' 25.08' �$+14J..12 12' C88 x 'a HYDRANTIPRE CONNE770N ti� 8.2s' 1469 EX/STING SPOT ELEVATION=147.5 m cn I DO .70.00' 24.42' \ .39.79' �' q DMH 12 0� ® C47C'H 84RSIN Q40*1 \ BO' 4 17,4 T T T£L�HO& L/h� R- �i S S .SZWI�.AR�SEWER (O 0�2 17.0 24.0 / tMISH FLOOR - 148.50 a� R=747.54H E E t "L�Ci IC UNE I tih 19.0 ¢O /-141.7 12/N So, o /=143 8 12"/N !1' 1L WA;ZR MANN OR SERVICE /=139.70 15 OUT 2�1 s �g PROPOSED SU/LD/NG -0 6L-- cis uNE 21417.7 SQ.FT 8 )(-,Y- FENCE ' •A F 19.0 4 co 146kd PROPOSED SPOT ELEVATION / 149.41 20.0 JOOO.0 SO.Ff. �-\ © o o v d PROPOSED C47CH BASIN _ 49,76 14 . 3 W `D 0 PROPOSED MANHOLE V o / Q a °'� �� PROPOSED CONTOUR I a 14'6 DISWO CONTOUR 1 11 o r ticl2 o 1l 149,23 149.46 � 5 NOTES 44 _p 149.70 149.Qi _ , Zoo �° Q \ --1,50,13 / n� �� THIS PLAN IS FOR PERM/TT/NG ONLY. /T /S NOT INTENDED FOR CONSTRUCTION. a. / ELE WIONS SHObYN ARE ON THE CITY OF SALEM 163,34 .1 y o� ,p JO.00 / 152 Q DATUM. v 158,78 LIGHTING, ELECTRIIC AND TELEPHONE TIE /NS TO 5\ B£ UNDERGROUND AS PER PLANS BY OTHERS.0 12.0 �� PR08 OP PROP. -C6 9 GAS CONNECTION AND ROUTE TD BE DETERMINED O R=147005 R=144.J7 / fioF h� 147'c6 cn a BY GAS COMPANY: 0 1 \ lz� /=142.74 /=142.28 <" CID OWNERS• HIGHLANDER PLAZA LIMITED PARTNERSHIP 1000 MAPLEWOOO DRAT � cs N Np 90 C85 >>o• 7¢8 C89 TRUCK BAY R4 P ® 59. /\ �h o o � OE • s rr Rqo LOAD/NG OCK �/ o, moos 0 �J c ' MAPLE SHADE, NJ 08052 o co ai v 26.8,7 50.0 �O v 748 Q 2.5> `� 4 / 0 ✓ PROP. 383 �5O DR-147.3 �� \ ---- AIH4 `� 0 � /-141.11 1x0 52 Q 1-141.21 12'0 2 0 \ SAH PROPOSED S/TE PLAN o 4R-148.19 ni ry Ej' / 139.65 qq /N / ETA/N/NG WALL 1.0' WIDE N4�4Jw 18.00' /G VAR/ES 4' - 6' ' °' ° S LEM MA �0 12' WIDE WAY m N ti '+� \ c� � 48 D � a . z N46 4'2"W °�� 8 2 EX/ST. DMH PREPARED FOR PROP DA/H4 R= 147 68 N/F S7Z17Z REAL 7Y TRUST R-14790 142 9 12/N / o ��' Qi /= 142. 3 12" /N ' \ �� /= 142.315" IN U THE ARCH/TECTURAL TEAM, INC. /.�142.19 8' /N N/F HIGHLAND AVENUE £M, c� � /= 142.,� 15' our X142.09 1.70 o 22 REAL 7Y TRUST SCALE 1» = 20' MARCH 31, 1996 APPROVED BY ►° LANDMARK SALEM PLANNING BOARD l ENGINEERING & SURVEn , INC. USE SCHEDULE 583. CHESTNUT STREET .70NM a�aac� LYNN, ASA 01904 (617)592-7016 WT AWA 40,ow S.F. 224 ACAI 4Sr (MV 2M &M CON9946L 0' 20' 40' 60 LQ�1lX/VG BAYS NAME ' PA1411?W f6R3 fit �• � ��,,�s! SWa AErAT 45 fT. (1f4X.) .7792 fT. r•' DATE L OCUS MAP N.T.S. i ...._ Existing Vertical Entry Granite on Curb ......�—......._--..___----• ..�.... ..----_......_____-_..- --.�� Trader's Was Pro os ed T R ,4 D E R ' S UJ a 1' -� • p Vertica I ••�...,.,_�,. <.,,,1`� New Granite Existing Curb Cut/ Curb Vertical Entry Granite Entry on '..��.. Curb Trader's Way � ---- --- s Two- Wa wo- --..__..-• .. - .......----- Wa ........ ..—� ...�.. ..�..—..�.. y Tra f f i c --T— T >"-�----- ..T-._—F--T__-T—_. I I -_T_._�__-T \ I I I I I I I I I I I I I I I I I I I I I I I I \ Sloped i i I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Precalst \ Two- Granite I I I I I I I I I 1 I I I I I I I I I I I Cloncriete I \ Wa Curb Traffic Cu. b Curb Precast \ Two Two- was wo- Concrete T affic Curb Traffic71Z \ I I I 1 i I ��- I I I I i I I I I I INP NPI i INP NP I I I I I I I I I I I I I I i Two- Entry to ---- ----- � uta \LvSomerville i i I I Tra f fi c Two- _ Lumber Wa Exist . .g i Traffic Eastern One- Ore- Precast Was Was Ccncrete Bank Traffic Traffic ----- - ---- - Curb I - \ Proposed 1 Sears Hardware Store f ---- Finish Floor Elevation 148.50' Two- Was wo- i ! UJa y Traffic Co Crete - Pre Lc> In T � Curb Derck . - Precast / Concrete Curb _ One One- /Two- UJa LI y Traffic T affil /f Wa parVing Synopsis Traffic Total: 111 spaces i Handicap: 4 spaces Lam. --- , - -- .. .. .. ----- _------------ 1 '• � / . . , , Minimum Size: 17' x 9 Ld ARCHFECTURAIL WE PLAN Ir `�•• DATE !n1ll C ll� ll EC lJ U � L� �� u E PLAN�J `�.• � I APRIL, 1996 a z W Sca le P = 20'-0" x D 1 < TRADER'S WAY SALEM, MASSACHUSETTS N HEGHLANDER PLAZA LOMMED PArZTNERSHIP 1000 MAPLEWOOD DRIVE MAPLE SHADE. NJ rn THE AACHOTEC"�Uff�AL 7EAM, 0NC. w ARCHITECT c� 50 CCM MANDANT'S WAY AT ADMIRAL'S HILL CHELSEA,MA -T ll 13 / -� u(0 3 2 Q_le"lA-6KEYED NOTES 00 44000 I I 161'-6"BUILDING OVERALL I I 30'-0" OUTDOOR SALES -_ 07 40+ 1 + " p9) ai INTERIOR FACE PAINTED BLOCK 00+ r, 33'-1'1/2" 29 O SPLIT FACED COLO�D CONC.BLOCK B7 BEST BLOCK WALL,FILL CORES WiTH PRESSURED 0004 44 02 ,2 5' X 8"DIA TYPICAL PIPE FOAM INSULATION(TYPICAL)BY TAILORED FOAM CHEMICAL PRODUCTS 003 43 en 00.; 4S45 ';' X 8' DIA.TYPICAL PiPE ( I i E3UMPER 3/A-I INC. "COR..-FILL-500" INSTALLED BY FACTORY CERTIFIED TECHNICIANS. � E3UMPER 3/A-1 oca 49 I HANDRAIL ON CAST MONOLITHICALLY �, 49 1 CAST MONOLITHICALLY � 1 � I INSTALL ABOVE AND BELOW BOND BEAMS t EITHER SIDE: OF GROUTED o+o 50 WITH FOUNDAT1 I CONC.�-L WITH FOLNDATICTI CORES. PROJECTED /AVERAGE R-RATING = 135 R BLOCKS AND o++ soo 99.45 + 935 + I MORTAR TO HAVE BEST TUFF WATER REPELLENT SYSTEM. ALTER4ATE 0+2 soy I O - - - --- -- O $5 , MANF,NORTHFIELD BLOCK W/DRY BLOCK 0+3 VA P.9950 + 30'-O" 98b1 + E.J. 50'-O" HOLD ' 99. , 26'-10" I ACCEPTABLE ALTERNATE t0 COLORED BLOCK COAL EXTERIOR 0+4 VA 100 53 SPLIT ASPHALT CONCRETE ,' 996 + OF BLOCK WITH 2 CC2ATS OF MODAC F-100', 019-l59 �: ACRYLIC +o+ s+ FACED I l'h,-IPER p +991 COATING. PRiME i PREPARE AND APPLY AS PER MANF, COi'R",E*dDATi ,oz 57 I ASPHALT CONCRETE CONCRETE il 59 SID'=WALK WITH RAMP I O INTERIOR PAINTED CONCRETE BLOCK WALL,FILL CO! SS WITH PRESSUf 5° TJ�1 5g. SLOPE - i �u AM ,9'x$1 T1T2 BROOM FINISH ,99.'1 FOAM INSULATION (TYPICAL)BY TAILORED FOAM CHEMICAL PRODUCTS 13 wo O MAX. 1 I SLOPS I SLOPE �� bey 114"A'-Om �OApiNC��OCK iNC. -FILL-500" METALLED B7 FACTORY CERTIFIED TECHN!GIANS. 1e PIPE BLIMP( ER `' ( INSTALL ABOVE AND BELOW BOND BEAMS t EITHER SIDE OF GROUTED 18 61 63 ! A-1 I �A-6 E: _LEVELOR J• SPS �'-O" '-O" '_•�" '-6" '. )r p'---0_' CORES. PROJECTED AVERAGE R-RATNG • i35 R. INSTALL MODAC F-10.00 +9 w AS METES:REFER I 20 67 TO SITE PLAN BY I .9 �� 1 - M.D. O. 200 s9 O SITE LINE TO DOUN - 950 NP. + °H X 18110 CURB D LOPE CURB RTO ZN ! EXTERIOR COATING. !BL ER4CKS t MORTAR TO HAVE BE/DRYP WATER 202 to SPOUT 9950 + 4' 93h1 , r CH FRAME W/ REPELLENT SYSTEM. ALTER'�ATE MANF.NORTHFiELD W/CR7 CLOCK � 700 TER MTO RETAIL I +`' + FLUSH TS,TYP. PLAN FOR(OND I 2+ 70+ _ „ c + 1000 HP. + I J EJ. WASTE CONTA 1R PAD O 2i 702 SP EAT 1T O A.F. 9 g2 t/ ? ► + I 3 5" NOMINAL MT.GYPSUM PARTITION TO UNDERSIDE OF DECK 20 GA t 3 • STUDS AT I6 OG. 7X GYP. EACH SIDE,PRfT•''E AND PAINT zs ;; METAL "DO Nor .� , „ E 26 - _ .-__ _- _. . _I _.._ _ ___ _ . .i_.. . _ �_ _. _ '' Q 13 0 14 O 5" NOMINAL INTERIOR GYP.PARTITION TO CEILING LME za 77'7 ENTER" SIG-1J - - _ __ ___ __ _ -- _ _ _ _ _ 1 L - I LINE ON CONCEALED> FACE AND TO UNDER SIDE OF ROOF DECK CN ANY 29 7e -.___- - __ I ` __ - 2 EYEWASH 10000 HP. + +e1z"! 9331 + E RETAIL SIDE. 22 GA. 3 •" STL. STUDS AT 16" O.C. •" 30 Ts I 1 2 I I STATION GYP. EA. SIDE, PP-IME AND PAINT, ALLOW FOR ROOF DEFLECTION. 300 O I , :. I 3102 03 9301 $01 I I ELECT..SIUITCHGEAR, --� tJ. WiDE AS DIMENSIONED INTERIOR GYP. PARTITION TO - -- I PALL FLOP`' O -, AND RELAYS F I LINE ON CONCEALED' FACE AND TO UNDER SIDE OF ROOF DECK ON 33 ai ( GYPEXPOSED RE:TAIL SfDE. 20 GA. 3 •" STL. STUDS AT 16" OG. •" OCKS 34 e, I - DE, PRfME AND PANT• ALLOW FOR ROOF DEFLECTION 35 et y I D 37 86 I V - ' 39 T2'-C" © 5" NOMNAL LOU' INT.iPARTITION 4'-6" HIGH WITH 22 GA. 3 •" STL. I 39 - - - , ',., ' _ , STUD AT 16" O.G. *" GYP.EA. SIDE PRIME AND CAP '. - _ -' 3 1 S AND PAINT 9oz INT,ELEV. I W!TH WOOD LEDGE. 5'-G" HIGH AT PAINT CTR. REFER TO MILLWORK I ea I; _. I 1 "i PLASTIC LL'.1'lfNATE MIASE M! P DET. 94 I NNT.A-4 , `4 WITH LAMINATE TO AND BACKSPL I - se 10000 HP. , +99$l 9931 , I O REFER TO MILLWORK DETAILS.0 H A H 9 i I o NOCK ROOM , A 6 , 10i +?3U(O -t ® WOOD BASE MILLWOt�WITH LAMINATE TOP AND BACKSPLASH. RSPER T � - MILLWORK DETAILS. I i I $ (60 .o o I.z Mt.ELEV. MT.:E_1.1~1�, SHY.A 4 SHY,A-4'9 6''6" �1A" i T'-6" �,, O WOOD WALL NJ`IG MILW'>R'K, PROVIDE PROPER BLO'..KW-s AND INFER TO CHANIE FRANCE W/ S"DEWALK I TH E MILL4SCFL'K DE,A. B. FLUSH 73,TTP. N BROOM FIN SH = 0 O MARLITE OR KEMLITE INT.FINISH, REFER TO ROOM FINiSH SCHEDULE 3 r AND DETAILED •" PL.AN. AT EXT.WALLS NSTALL ON 1 •" FURR!NG ' !�'�H)'• + EJ. 10000 H , r STRIPS WITH 1 •" FIBEiRGLASS INSULATION AND VAPOR BARBER f TE: TO JUST .4BOVE CEILING LINE. +99.18 9. 8 + G�P'iPLE - i y I !t?O 11P• + i� O M4RLITE OR KEMLITM PANELED WALLS ADJACENT TO MAP BASH. 12 13 AJTOMATIC SLIDING (GLASS DOORS WITH PANiC BREAKAWAY DOORS. HOLD i 4'-O" A 5 l� AT EXTERIOR BLOCK. WALL INSTALL •" GYP. ON 1 •" FURRING STRIPS WITH 1 0 FIBEIRGLASS INSULATION AND VAPOR BARR!ER + ,9Sd + ' • I -_- _s + -__- a - COMPLETE TO JUST ABOVE CEILING LINE. , 10 GA STUDS 1� 1�"OG.; !rj L,4DDER AND ROOF SCUTTLE, COORDINATE LOCATION WITH ROOF i 2 STRUCTURE. TYPICAL WALL -- -'�----- ! r - a- CANTILEVERED PLASTIC LAMINATE 2--&- SHELF WITH 5ACKSPLA3H AND O Si PROVIDE CONTROL JOINT. ID BLOCKING WITHIN REFER TO ELEVATIONS __ LOPE PARTITIONS.REFER TO DETAIL 6/A-9 !• .._ . . ',; , i/ � ! � HEAVY LAMINATED BRACKET SUPPORT TYPICAi. 10' H1CsH CONCEAL COLUi-'ti 1 - i I � ; � 5 -' RE`S L 1 FOR LOCATIONS I FRO'!SALES AfA SIDE- I O / - OPEN SHELVMG 2 / F!X,TURE SPC1N AR: N.I.G. ` 5" NOMINAL SOUND IINSUL. INTERIOR GYP. PARTITION TO CEILING LiNE PAINT BEHIND i SAFES AREA MT.E L1=V. LLL___ t ARE 9HOtJN TO HELP GCORD. I PER FOOT 5L I`', l� ON CONCEALED FACE AND TO UNDER SIDE OF R00F��DECK"ON ANY 4 6HT.A 4 U1CR'G _ i � ; t d� EXPOSED RETAIL SIDE. 22 GA. 3 • STL. STUDS AT 16 OCG. TYPICAL 8' HIGH I I 100 ---- ---- GYP. EA. SiDE, PRIME AND PAINT. ALLOW FOR ROOF DEFLECTION. A-3 SOLID BACK SHFLV!N3 i I.. t . -- -- ' - ' - � � INSTALL 2" THE L 5HELViNG, IT 19 NOT I I - _ - j ; � RMA,F iBER SOUND BATTS v T/SLAB = +100.00 1 i I ` I - -= !.__ ..-_ _ _ _. . - I O BOX OUT ROOF DRAM AS TIGHT AS PRACTICAL. KEEP 4" FROM FRAME. REQ'D TO PAINT BEH'ND 1I _. ._ ! � I --- - - '� ! I '+99.84 j iS i I I -- �. ► �' I9 NOT USED EJ. I 1 I I I �`�, ,�,.1$ 9 a, SEARS FIXTURING LEGEND 1 i , ! - _. ,__ _ - • - I - - - - . _ � wu GRID ►- (=:I. X48 X 33"H WHA I / \ 7 a C2. '24"W X 30"N WIRE GR!D GLASS G4. �4"W FJLPL HE GGT TE'"iL HEIGW T Pte.GLASS -IS" DEEP(LIGHTED) G5. "48"W X 3+6"N TEMP'.GLASS J Com. 48'W X 30"H WIRE GRID TELEPHONE CASE-M" DEEP _ 1 i fi J 0 O Gil. .48"H X 34"H S;4ELF TO SHELF-GLASS-13" DEEP(LiCIPT7=D) 1 24" X " - LIGHTED i n _ I _ ! I O cp C1?�. T4s"H X "H SHELF TOLE!I£LF-GLASS-1tD" DE£F'(LIGHTED) W Q Clro. .48°H FJl1 HEIGHT TEMP.GLASS(BACK WALL)(LIGHTED) } I'-O" I I 60' 6" I I o 3a ZJ == - - NOTE 1. ALL TANDEMS TO BE 64" HIGH WITH IS" BASE �p i-- - -- I y-- '� I _Q SHELVES UNLESS OTHERJY5E NOTED. ! _ 2 FI • fr I I I I NOTE � � � � XTURE WALLS TO BE 36 AFF. WITH LANDLORD TO PROVIDE PORTABLE FIRE = MULTI-FJNCTiON SHELVING.BASE SHELVES _ H.P. TO BE 22"W UNLESS OTHERWISE NOTED. INT. ELEV. 1 I EXTINGUISHERS SIZED,LOCATED,AND + 100 ' Q " 1 -- - - INT.ELEV, - • �•A-4 MOUNTED IN ACCORDANCE TO NFPA 10 RETU i EXT. I O 3. FIXTURE SOURCE NSTALLERS SHOULD USE CENTERLINE A_q ' I AND TO SATISFY LOCAL JURISDICTIONS. 15 ATER'AL TYP. - RN?P DIMENSIONS WHEN INSTALLING FIXTURES. +99$4 0 0 I 8 O_ o' I 3 _ 4. "COLUMN ALIGN" NOTES INDICATE A STARTNG PONT i ( I 50 OF 2'-0' FROM COLUMN FACE TO CENTER OF TANDEM, - UNL T t - _ 1 1 I A,ERI YP M � �U;N T I FIXTURING SY"iSOLS - rt -- - ------------------------------------ -- -----J-<--- ---- - - - -- - ---.- - ----- ate;- ---------------- ----- --- -�--------- ------ ----- _ _-_ _-__---__-----___-_-_-------- - --- ------------- -------- ------ _ r_ - - �i-- ------0 -„-♦ SLID GATE REFER = 29'-1'�x" I GI TO DETAIL IS/A-9 SLOPE OC / wry�s+aElvn•�ola PAt.LET i PER FOOL SL ( n ® RMISTM 1 I _ � 1 PI_A.N 1 ' FIXTiJI�SEGIJRITI'CASE i INT.ELEV. OUTDOOR cAsu nRaP aTAtO COCRD. WITH TENANT SHY.A-4 PI AN ' I _ SALES AREA LIED CASEWORK CONTRACTION JOINTS I i I 1 I 1 ' +99'18..9:8 , SHALL BE CUT AT AT RAMPS OPPOSITE 15' CENTERS,s' PRE'•-Of�f'iED --- - - -- - - EXPANSION JONT5 I OZ-WNG DOORS, MIN.DISTANCE t0 -�--------f- - ON 80'CENTERS. WALL. IS 5'-O"MAX i rl _-r.r._-r--_-_.. I i SLOPE 150(7%) I I - - - -----. --- - -- - �WALKyOTH PAVEMENT LEVEL PLAN I I ' E�3ISHED i I. ;,•, BROOM F,N!5$4 MASONRY WALL COT1Gt�7E RAMP. 43� '-- - i 6 I ! r 6 TOP Cr-BLDCs. IE,?.GC*, :.MAX SL _ A-S 1 n it _ --- 2'JGA.STAMLESS I 5T 1 . ��-- cad ---�' - -_ -- - ------ -- - - 5LAB i '= ! T A-5 FiNi t GROOVE I . i'r - 8 i 1 ,w► . -� I - y 1 .y B 5(FAC1: 118"0 Y 1l ; -- _ _. _ _ ------ _ _ 7Coc. /2 ! R r , NT ELEV I D OtIJ'WALL 4 1 - - O 5 = VIDE 1"O.C. % i 1 SHT.A-4 ASK - 1 -- < ° - 510E R aF'g.MAX r • SLOB FOLMA T ION av �/--- MIN" - - EXTEND 10 WHEN _ 1 , •" I - --+- WALL VSTANC"E TO WALL j O> 3 2 -, ---- - - -, ! I 51-5 �♦ _ i T - - _ - 2 - 04 RE BARS LAN IS TOO$HORT TO i I I I _� 6 INT.ELEV. i _ l . _:. __ - I SL ACHE: PRO]"ER SL 1 Wil"! !piN!s GATE SER P � I ♦ SHY.A-4 F_ I A3OVE I LET AND-D>�i' _ _. i_- ___-- _ _-- TO DETAIL I&A-9 j . H- 3V-5!/2" HOLD --- 4'-8''i" ce.�rE -, �' _ 3 _ SPR CLEft R'SE :GOc.'RD. `F. E.J. y 5 :Y LOC ATION W/ALL TRADES 48'-4+:}° Y 1 CURB DETAIL RAMP DETAIL, _ t?OD O in 1 I' " INSULATE PART' iON A-) SCALE •" P-O" i 1 1 --f - -; - 3 el� SgELF a of X41 - -- r _: 36 9 - -- - '400.00 HP. + r�rs.l.-�- .r.r. --- rrrr/. r.----r + J7lTY�, ST COMMUNITY -.-,-_.- 99 -�- OOM 2 AUT TIG +.... - a.. r.r �1 I " --- - 4 , , •_ 103~ 2 -- 1 , ri -.41 s !06] x 4 (-� 1(d 12 C�� • 1 -. )00 + EJ. + 10 O H ' ,1. ' E.J. +995 DO* DS F 5U5P�NDED EJ. +100. HP. D.S. y t; " t O �� _ oc t QUAL EQUAL I7_ in ? G PY TO STORM i i 4�' <t p i 1 {4!) € (T O g Q I SERER TYPICAL M C4 5 5" 8 `� 5" I Lt " 1 "5 113 "IU.C. M ,.� 4I� FLOOR PLAN w O' +a m 3 11'-1 _ 1�'-3 14'-I 10? m I A 5' O 3' 1 1 4'-6 4'-5 �� 3 5'-B' 1 _I 1 Q ( r CONCRETE I z + <t - 13__ �^ i" FD. 5 Tr, FTjFD. .® m 1' I " I- _ E I I I DATE d7� 6' h "I 6" -6" 2'-6" 1 Im I" -�` IO �'°� I p SIDEWALK URT14 I w U 1 19 ; ij �_' 14 _ I� j I > ® it © 10 K - 22' 5 CANOPY �. 7)' BROOM FINISH 9 R S OI A 5 _r r, I :o O - 13 108 UJO _ M I1 i O as +po , IA_5 Q 1 cn cn O IDG. H F'. /1 - � iR A#F fC < < -i- ------ -------- ----- ------- L/ - ----- ---- --- !!j- OE - - --- - - -SUS F� CANOPY Li - + IOD. EJ. ,9 -d' .D `Q-r=-- - - - - -------- -� �BRrAK AWA 94+ .5. JAN, o EJ, x100.00 N.P- + D.S �ED - B9 *- ----- ---- - ---- - ---------, 9�^9 + ' w 1' GA. _ E CANOPY DOORS 1' 109 12 C SL°tt tYPi _J. DP L A N- L iNE °930 } 9980 + 0 STORM 4'-O" CANOPY -- -- ---- - - ---- - -.r w 7 -- I .-_ , 2'- BLE CANOPY 0 � G ' 34'-O" C 'OPY A-4 " I EJ. H T WATER'HTR A U � 0 CUSTOMER PICK tl!' mmmm Q y A` +- - S!DE'UALK WITH I SSSS + TL + 2 d CONC " � C.ONCRE t � .:'. z' a $ \ E3i?,00i1 FM,SH - A-5 +- I t MOP BASIN FI DEPARTMENT 99.1 o = O I EXPANS! ©'DEd1ALK O 6 SIAMESE CONNECTION 9918 + ' - RA"T' � '� -5 BSM FfiSH LOG JURISDICTION moo. I TR DEB'S WAY 5ALEM, MA554GI-LU5E7T5 a O A/A-1 EJ. A/A-1 I (TYPICAL) __ _ - `, 9978 + EJ. 9918 + E.J. E�, o J. E.J. a - - - a , 93$5 + 9 $8 + * 99 ` 9988 + )TD CANOF'7 L I 9488 +I J. i w d cr d +9328 +9928 I p9'i?i , 9935 + 9938 + 99.35 + 99 . • 9938 + 9938 + 4'-0" 13'-� HIGHLANDER PLAZA LIMITED PARTNERSHIP w 1 14'-!" 44'-10" 24'-5" �� I0^0 MAPLEWOOD DRI VI= MAPLE SHADE,NJ S �.`` THE ARCHITECTURAL TEAM, INC. . x - ` w w C r. ,,. scALE I/Sn _ it_0n ARCHITECT be CC11MANDANT'S WAY AT ADMIRAL'S HILL CHE'_t`rA,MA U U , �L— _._ '. _______ .__.___ ____1. -- _--- ---- __ -- - - ---- .--- -- __.- '-�- - - _— __ -- - - - --- ___-__—_ -_.- --- ---- - - - __ ---- -- - - _ - . -- .. __ -- ----- -- -- - - ---- ---- - T ------.. T-w- - _- --- - - JIB - . T/CANOPY 5 • EL 1132'-II" A-5 PROVIDE-'/4"PLYWOOD 00 BACK SUPPORT BEHIND OUTDOOR SALES AREA ,00 07 401 009) 02 8 22 GA.COPING 3 —y- SIGN t CORRLlCsQTED STEEL 00i „ PREFNISHED KYNAR 500 PAG-CLAD "INTERSTATE BLUE" MLME 24' " '' 11 REFER t0 I/A-5 002142 :.• 1a SHEET METAL g 0005045 46 COPING --- ---- - 10 I OCOaATED STEEL 11, I; IND PREFINISHED A 6 7/PARAPET SHEET METAL $ EL 126'-O" W oo, �, $ -' - - INDIVIDUAL LETTER S e 008 009 I \ it 9 i -I d I RED 'SEARS' WITH COPING ' 0010 1, TAh cA JONR1 ! _ _ r., WHITE NLNE,BLUE o,z > - - - ---- — __ —_______- __ I 'HARDWARE' EACH W/ ------ -.-- 11 L -J''1 'L. -0_`_31_,.1f. 1! �� lV _____-..___...._._.______�--__..- I 1 1 I 1 I 1 f I -- - _ .__-.___._—.�.1�._!i�..'.1-' T� p _1 ._1 L. _I' -- 1 J.- oia 'BILI=121 �/O�c f� 11 / ,f 1'I,, 1 I t ,, I,1111'11 1 SPL.i I FACE BLOCK I ITE RETURNS,•"ACRYLIC SPLIT FACE= BLOCK +� _,,,, t,,1,,1, ;,; / ,1 1 III,1, •EL 122 -O t0 'i HIGHEST JOIST�CAR17 V13 '1,I L,11 I,,1_L,..- f,I L,1 JI I f, _ _ _ L''Al 1 1 I I 1 1 1 1 1 11 - ' t 1 1 11 1 1 1 1 1 I I I, 1� • " 1 1 , r ,1 1 , O _ 1 1 1. 1 1_. 1 1'_ .I'll- 1_'_' ' EL 11°,-Pi 1_ _L- _1 I 1....1 1'I 1'I 'I I 1 1 I I - , to, 1 L __L J J t _, 1 _- i y1. _ FACE Wn"EDGE TRiM , 1 l . L_ ,,, !,,_, 102 - - - -. , )')'J 1 ,1'1 '1J __j 111/1111;. '1 JI I,J 1''J �. , J._. , , , `t I e I CAP.REFER TO GEN. i I ` , ,; I -; I A-5 1 1 1 1 1 , 1 1 ,. 1 1 1 ,1 , i- 1 1 1 1 , _I I -1 - I . 1 1 II 1 I POD 1'1 I 'I;111 ,', I J;. 1-_ 1 ,...1' J 103 TCP OF BOND BEAM 11' ,'; ,11 If 1'.1'_,,';;1 - I .SIGN NOTES,SHEET A-8 t i 1 _J__ 1 r—_J • POD.TU NSUGKLE I r ; I I, I 1,I f; 7',L11;_, i ;;i;;,;;,;11 ,";1 I II11 1 1 ,1 ,1 1 , I {1 1 1_i._. T f - , L L_ L , tz • EL 119-4 ,_-1 1- 1 1_' , 1 _ 11Jt�1BI1CIC1 246 SQUARE FOOT SIGN �/� ,11/ f /may I 1 ! 1 , , , 1 ,1 , 1 1 , 1, 1 _L _L' I L'._1_ 1.- 1' _. 1' 1 I-�1'I -t I 1- J015T BEARING• CA/R/I-1 5� _L 1 1_.,1 ,_._ - - s,, -1 i ,I ,I ,1 ,1 ,, ,, DEADEYES ! _ _y" 11 DEADEYES f ,, , ,, ,I I 14 1 1-._L 1__J - 1-.._l t J__...1__ _ ; l 24 1 x IG O 1 I I 11 1 1 I I 'I , ,1 I tON _I_ 1 L 1-.-1 l-_.1'--1 1- 1_.1 1 1 1 1 , I' t 5 W. ''1' I _'1' 1' f 1, 1 1 1 I 1 1 1 I f I _- _ 11 1 f, _1,,1,1 1,I I,,I,,1,1 1,1 1, i, , 1;i 111 1 ,1 ,l-, ,1 1 IF t 1 1 _ L L_ 1____ PROJECTED CANOPY ' 16 I,,1111" .l _ I! 1 -1, 11 _i II Il i1 „ 1 11 ,Til If --; • 1 , t 1 ,;,,'I'T,;i,r'1,,i, L,1 PROJECTED GAMY EL 114' 8" 1 1. L J l ___1 1 L 1 1 1 1! I -__� , .1.- 1 _T_-_, .___ ,1 1 I ,-L1, r,,,,,, , 1 11' i r , l L 1 T:I7 Il___f TT-11-- 19 I "I "I I - Ij 20 69 I ''J, ,' .� ._. . , -- N I1111111 \__wTTER t 200 -- 1- ,'.:..._._ ;::_. .-:- .I : 1 ( I Dou�ISPour I 3 t i - - - - ::._ _._�. _ uu.. y__. v .. .- );�C_ i f i O j iaz io "I-'�"`' - - __ _ <_ <_ - -� - Y. .t; - 11 - SEAM ��rye- ;, rm ,.",-"111' I 1, f l I f 1 1 1 1 1 1 , I ,1 1, , I I t j ar ��zr,N15H1F6 ,I 1 1 I, 1, , 1, 1! I 1„l L ___L_._.1 AFI /I Lf' LII LI 111 1 l�..1.l ..'€�-- 'x.: : T O __ __.L__1 1 _./._ , .I._. __ 1 ---J.._ O �� I 5 21 '1'.�f�-!.� '-2!'J.! 1' 1'.i 1!.',�_'1''1' 1'_'f!-'J' PREFMISHED w 7 T T l ! 1_. ) -__L 1__L-L - METAL FASCIA /1 , I 1, ;1 ,, 1 1 ,, ,, 1 1 1 1 ,1 ,I ,1 1 , ® ® O O O \.�.I-iZLr'I.1,�7.7LD ! -1-J -- -_''.'t I1,111'11`111� ! • •J 22 _ ..J_.__J- - -J__--L ..1.. SHEET METAL - I ! 1 ,, I 1 ;, 1 I 1 I 12--o-I I 1, {I 1; , 1 1, .. 1 1 ;; {, I 1 { . _.1 ..-1._- 1-._.J-_._1 1__..1 -_ 1 11 I I 11 ,I I I 11 I t 1 1 J I 11 11 1 -I I'll, 11 I I I f-1 ._f.!_.J.1,,, 1 ,1.,,11,,,,11 11 11 ,11 11 II II 1 Q _ _-) 1...__t. I S.-_..1._ }. _.].._.1 �.__I_ i GUTTERS VIS GWSOII 1 '' }-._11 1 1... - 22 1 'I� I 1 METAL 1 .(� SHEET 1 '"'7Fif_ I' 1.'1_1. 1-L_ L._.l 1___1_ 1.-.._.1... __ ry I 1 �._ t _.J__._J _f I'.!_l j� .� J, ------ -1 --- ',_-'_I j SIDES ONLY _I._,,1]11,,,,,1 ,1.1,,I,I,�,,, ' 1 .J _1_-_1 _.1 1__. yry! , ,,,,, 1,,1,11,,1 ,I,1,i1,,11_,,1 ,1 I , [[[ 25 Tt 11J1'_0. 11.-1�_'.t .,_-L!1!' 1�.�,1�.!-1/11111111 I!_.I COPING 4 SOFFIT Y- - 11.15�J.1�11 I.1A1:,1,,11 ,'',!,_L'_',..�._r�!1'.'.1t-'.,'.I_ _'.1'_!1.'_! I 'NIS t SOFrIT ,1,,1,11 11,11 1i 1I I1 I, 1, 1l 1l 11 _ III 1 /`/� ,I 1 ,,1_,1 I-11 1-.,t 1 11 1-,1 111 1,,I L II 11 1 1 I f 1 11!.-_]1.!.1!_,-J_!.�_1"L%,.,A,-l!1'..11 O I.l'-!-I.L!Jf.i_S' 1I._J.�_!.i.I_L'r1 ' - l/V/I J ;i Ili_._ _.il'_02A1__ -,li._li_..1-iS.-1_�l_-L_._ _ 1 25 T3 111.11___1 _l_1 U4 L'.!_1!!J'. _'J. ,1.7_x.21_ L'_!.i'.!. I ,!,._ I _ J _ -.1 .1,!I,-f.-._1_J. _J_'1.'.1'. L._!J !1 �.l'... L"_1.!_'1"-L'.'_1'.'_1',',1'- -.. . _...1'..! I I 2T T1 11,11,11 11,11 11 1, � 1 O O O II 11 11 ,1 11 11 11 11 1111 11 11 11 - 1 11 1 1 1 1, T ! T F11 tI - I ' p __I _.t-_. _1__1_.1.__1. 1 .l_.__l.-a.-.1' _1 1'-_J. 1_-.L.. O O O 2 ,1I_,1I ,,,1,,-„ I ..11_l..L_!J._!..L!_!i.�.�I__J._ !_L'I I !'-'1'.!_L�_1'_I1'-!.JI(,11,l-1,18, `y 28 TT _ __. -, 1_`. DOtLNSPOUT t0 GB. , ` l'.!!1�_i' I1 ..tel' O r t.'.15.�1'.1,1 ,11,I1 i11 11 1 II 11 11 11 11 11 11 f 1 I• 1 1' 1 11 ! 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II S ..V _1..-1_._f 1._ 1... _IS,1'-!J1.!1,_,.1!_'_1'-!.1,-I-,,I.J'_!.L!.!.1'.'_,,,1,I I�..1,_1 ,11 ,1 I,,I ,1 I,,I,I I,11,11 ,11 ,11,1 I, fO O O4i 1, ,, f 1 I,- f 1- I, ,1 ,1 ,I ,, ,, ,1 ,f 1, -i 1 ,,t , 1 1 I I ,I ,I ,I 1 I 1 1 1 1 ,, , ,f l llJli 31 ,1 1 1 I 1. 1 1 1 1 1 1 1 1 1 1 1 f l ,1 I I ,1 1; ,1 _ 1 I , , 1 1 1 1 \I 1 1 1 1 , 34 e, �•EL 100'-O" I I 4" LIMESTONE SILL _- f-- 32 a'33 e3 FIRE CO�L'yECTION,LOCATE I I I I "MAX GAP 11 _ 35 a, I I 37 e's BOT.FTG. --------------- AS PER LOCAL Oar ICALS I I 1 I ICAC SLID TRACKw ! ! -------------- ------ ------ --------------------------------------------------------------------------------L_L ---------------- ----�-- -_L_1-. !NG GATE t F---------------------------- r---- L�...-----'-------------�SEP�YI;a!TI•i'rbfs BTM.FTG. u------- ------- ----------------------------------------- ------------------------------------------------------------- ----- ------------------ 39 9x00 �TTZ71`'f Gi,?CE5-EI_�l!RII----.: INSTALL ADDRESS DECAL FLIT FACE BLOCK FACE OF e EL 9b' O” 9012 OVER DOOR b" HIGH , WALL REFER 10 A 9 90 - COORD.WITH FIRc OFFICALS CURBI'S DE1llALK ,7 N O RTH EAST ELEVATION APPROVE STYLE W!TH SEARS -� 9, CANOPY BEYGND /�� 9T " SCALE Vat' = I'-0'I OUTDOOR SALES AREA -- -I ' 14 3 1 A-6 Q i A_5 , SHEET METAL 8 COPING(PANTED) - •EL 112 TAIAS -0. METAL ROOF ON ! EL 112 RY OPENJOISTS - -- - - - - _.- ---_ .-.- .-- ---.- - --- -- - - - - - - - 11�_, I • °l1 J015T 1'EAR!NG • CANOPY UNDERSIDE 70 _ _- -__- _- _-_ _-__ - __ __- - __ _ I_ II �-- ---- --- ----- 1 -- --- --- ..._._� .-� ---- --- _--- - --_ ...._- - --------- ------ ---- -. __ ----- -. 1",'' LCtLEST JOIST BEAR' • EL 119 4 BE SHOP PAINTED - (,C�1 -;' O"X I'-O" OPENING -. - _ : - -- ----- - ---------------- -- _ .-- -- L_ ELEG?R:CAL LTG -TSR ----- - - --- -- --- ----- -.- --- ___ __ _. - -.- --_ - - - --.. . -- ,!, T LIGHT GREY U-18-F \ - . 60JPPER W,DS. - .._ -- -- - _.-- - -- - ---- --- _.__ _ - ----_ .-- - __ -- --.-.---.- ,,,_ !, t TOP Cr- BOND BE, F✓ 13 GUTTER t DO!LNSPOU.. -- ---- - -- - - - TO EIEC. .� �- -- .._ _,__-_---_ . - _ --- -- -- _._._. _ _ - - --- -__ _..._ _--_.. _ 1 -_ . __ ..----- --------_ .--- --- - --_ ._-. __ _._ if:.lt. • EL IIV-4 O _ - --- -- --- — - - -- - --- - - 1 -----------'--- .___-. -------- ----- __ -- - - -- __-_ ___ - - _ _ - ----- - - --- ----- 111 : A.6 . ____ __-.._ _.._. .___ _-_. _._._ -___. ._._-_ ______.. '.,. ._-__ .--___ _ __ .__-_.__.__.- ..-... __.__.__._-._..-I- ------ -__-.. __.___.___ .____.._._-._. -__._ __..______-_-.._.____. _ `.'1!'.11_, 1 _. .._._ _ __ _-_._ I _.. -__ ____ -.._- .__ _._ __.__ _ I __... - -- - . J0157 BEARING•CANOPY - --- -- L,_ _ .---- - ---_. .. - ___ ---- - - _-- -- -, --- i '" ', O 4 __ - -- _ - -_ -- - - - - 4. - - ------ --- - - I L *EL 114'-8" i _L___._____ __ _ --- 2 - ---- - - -- -- -- - - _ - __ __ - _ - - - - _ ,,! - _--_-"-- -- - -----__---•- -------- - - -- _ _ __ _ _ PANTED CONC.BLOCK - ________7 - _ - -- - A-5 ---------- _ .--- - -- - - --_- ------ --- - ----_ - -- ,I - - - -- - L 1 - PANTED GONC BL t - j1 - - - ---- - t1-Ii IT 5 METAL FASCIA01 ___ __ _ ___ .._. __ _ _ ___ __ .--_----_-_ ._--_.. _. __ __._ __-__... __- _. _ LINTEL -- _ ---- - - -- - --- ---- LIN L J __. _ _ - - - ---- - - _ __- - - __ _ ____ _ ___ 1_J SPLIT FACE BLocK 7YP, ti - ------ - - _._.. --- n n - - - - n n 2 104NTED GONC. BLOCK - _ -- J -- - - - - - 1'!_l I ! -- _-__ __-- ___.. WS X 10 W/9 X • PL. - --- _ _ _.. W8 X 10 W/9 X • L- O _-_ _ _. _-_ __ _ .__- _----- - ___ -. - - --- -- _ _ -- - - —� -- - - --. _ - - I -- --- - - __ - -- - - - - _ - .-,-----= L INTEL _ _ -- --_ - - __ - - -- _ --- _ -- - - --- -__. _.--_ _ -__ - --_ -- _ - -- -- L`J - - -- -- - - --- -- ---- --- - . __ it-------- -- _ - -- __- - - NTELr1`; - - --- --_..- ---- --- r5 -- -- --. - 5': X 3t2"1 X •" _ 14 -- 1112" TOP t OM PIPE RAILING ---- ___ - -- ---- -- --- _-_- -.__ _ �I --- ____---- ---- - -- - - LI ----- ----- -- --- -------,-------- ,__ -- ---- W/I' VERTICAL B U , TE • 5"O.C. i'' ----- -- -- __:____7__=____:- --- - - - - - :_-._ .--- - --- 1 -------:---------L---,-__-,__--_-_-__-- -- - -- -- ---- - - -Y�,•I f!,', - - --- - -- - - - -- - -- -- -- -- -.-- AND 1', _RTiCAL DIVIDERS. _.- --__ - --- _..- __ --'- ---- ------ ._---------. . -_ �; -- -- - - - - - - - - __. / , I - __-- __ --'-- - _ __ j _ - ---- -- --.__ --- -- . . _ - - - - -- - -- -- - - - - - - - -- - I I -- , -- -- --- ---- - - -- - - -- --- - - - - -_ , - - - - --- LI ,.,1"I, FOR RAfi.iNG AND I REFER TO 2/A-I FOR --__ -..-- - -_ ---- _. _ _.- - -- - - - - --- -------- - - - _ _- - _-- - --- -__- - ---_ - __ -_ -- - - - � ;;I'; RAMP�R i 0 Ib/ - ---- . -.__- --_ ---. - -_ j TRENCH DETAIL - ___ - ---- -- __ [___�___ ------.-----..- - __, ._ _ . . - _. --- _- - -- -------- - ---- ---- -- -- - --- _ .- _-- { 11�'1',i ---- --------- - --- ---- •EL 100'-O" - --- - -- ---- -- - ___ -- y ,. - �-- _ -- - -_-- -- ------------- --------- -- -------- ---- ---_ ----- - . '11, FM!SH FI -- - - -- - i - --- -_ 1] ._ �. _ I OOR i. - f I I ALL BUTTON I I DOCK. REFER - __ ------------------"`=- t I I I •EL 100' O" — s�� _ FACE OF CUi 1 GRADE * 'b9-b' I I TRY-Y, B I I TO 12 13/ _--- ------ ---------- ---------------- ---------- It ---- ----_-- --_-_ __- ---- __ WELL C __ BOT. �JT -----� •EL 95'-11" t ---------- «-:_----------- -_--- -- ----- --------------------------------------- - --------- ------a I I --------- --- 1 t b I ----------------- r ------- —/ •EL 96'-O 1------------- •-- -----I --- ------ -------------I'-------- +---------------- -------------� ,----------- -----1��- - . ------- *1 _J��----- REFER T°DETAIL 3/A-I �I-r---11• BTr1.FTG � ---- r 1 r ------- 5:EFIPED F.^I,NDA I ION, REFER TO PLAN 5-I - 1 SOUTHWEST' ELEVATION B. � -'____j.r L°�D DOCK �' - •EL 9P-Il" TI LICK WELL t FTG SCALE 1/$' = 1'-0" � 13 A-6 T/CA1'�K?Pl •EL 1132'-11"UAAA 11 c l 16 ST,dND115 SEAT-1 EXTERIOR ELEVATION KEYED NOTES '' `7-' 22 CsA.C01'I*L's O ---I�'�' A-�' S!;EET METAL 8 r ,--, ICl'tItAR 50O P,4�:-CLAD � 11'NAR 500 PAC-CLAD 'INTERSTATE BLIE" 8 CGP?rG(PAi1dTED�''� i1 "!NTEF TA-- �3LUE" T 11 ,I -6!GNAGE �F'-F'-R TO � I I "�t >c 15 •'�t1 X 11 .,, BY BEST - - T- - — ---' -- \ + FRONT ELE'YHTION 9 1 COLOR 3M (PURE W44,TE), "IiIITSSAMPPL.ES,, REFER OLA 1 FOR FOAMED INSULATION. $ i' �/ I I �`� \ NATURAL. MORTAR. ALTER7.IATE MANE.NORTHFIELD BLOCK LU/DRY BLOCK � 11 ACCEPTABLE ALTERNATE TO COLORED BLOCK,COAT EXT. OF BLOCK WITH 2 EMIL COATS �, TA1A501v'RYT1 T/h1A� Pl' MODAC F-100', 019-159 IOOq< ACRYLIC COATING. PREPARE AND INSTALL A5 PER M ' • EL 112'-O' 0'""'., .� ,1 1,1,,1 1,,1-L,,,,1,;,1 1;1,1-L,, ,r ,l i,,,-,I I;I,;I r-,,-; ,1,,,,,1 1 i 1__ _ _ 1,,'l'I''t'f , �-!' 1;'1;-'-', • E L t2 2'-O" -.;�:. /�t� L/� p� -__ J. ' -'- ' '''' t _. ''' O 8"H PAINTED CONC. BLOCK WITH 2 GOATS MODAC F-100, COLOR TO MATCH BLOCK '' LOt:.EST JOIST BEARNG 11141.,11„1,-111,11,11,,,,1-iL,-1,1!.,. 1111 1, 1-1,02i,11 1- ,; -1 11 11 -�-1- -1 ,!_t t__ 1 -I,,r,,i,1 I MODAC TELEPHONE 8100 626 6322 /� '^ p ,J 1�,( ,11,1_ ,_-,, 11,1,,11, 1,1/, ,, I,I 1111,1-I,, ill,ll,11,11,,1,,,-1�.. _. ,II,II,iI 11 ,,1,f r,11,1, > tTOP OF B01'iD BEAT'i "I'1,' 11.._�,,,,,,r 11,I,, _ti ,I,,I.I-„r1,-,,,I,,I”",I It l 1,1,l I__. , ,i ,-; , {, 11 ,, II._. H`G�j;�< .57 JOIST{.J(..A. '*il 1 1 1 1 1 1! , 1 1 1 1 ,1 1 17 I I ,, I I ,, 1 1 , f l l l f l 1 1 1 1 ,, 1 -,--11 1 1 1 , !' •EL 119'-41, ! -1_ ' . 1 1 , _! ' ,._ ' ELECTRICAL G / ,/yR �I1,,t I, 1 i r ,i -, J� J� �1 �f �� 1,,1,,, ,,,I,1;,,, ,,,,i 1,1,,1 ,1 I,1 I,,,,1,,1 1,1 ,1;_,i,,,I,1,,,I,,;,J1 TO E EG.1./11,x.-L'�N. _ ; i I 1 ,',_ i'- -1 ' ,-1!;- '_ I • EL ILO - D "INTERSTATE TATE BLU ", SUBMIT SAMPLE,' I-v.E I-11I. , ,,, ,f I I I I O STANDING SEAM PANELS K I R 500 PACCLA TERS T_._, ,,I_Im -!"".A,, I;SI_,-Il,1l,lt,ll,,_,,i,,,l,,,,,1,,,,l,,ll1-11I-_ � f, I, , , „ 1, ,- I , ,! i '_ 1,11,,1,,I 1,11,1_I,, ,11,,,,11., 1,11,1_1,11,1_111101,1.1,11,11,11 8,1141 11 11 ��I�;jam{�)�}�� , 1.__, I __L , li' _.1" L- _.r.-_. SNAP CLAD I 0 STANDING SEAM AT t2" O.G. 24 GA STEEL I ,,,,,- ,,I,,,,,,,,I,1,,,,,, ,I r,f l _ • HAWPAC-CLAD TELEPHONE Sfd(l� 323-196(4 IILLMOtS ?2'8-228-115fd) 1,,1,11„11,,_± �I L1.,_1!_!IL'_( �-111,1 _.1.1111.111 II I,II�II,II 111;;,1 II!- ( 11./..11l,i,,ll,,i;li _1 ! 1 )__ t ,;1 ,11.11111,111,11 ,11,11,,/,;1_;;.'li II,II ,II1,11, l,_;'ll,,;,,,_,II,11,11,11 11,,,,1;,11,It 11_ 11 1, I,,l , -- CTORS 1,,(,1, , 1I;1,,1 1,,/ , ,107-11-t 1 1-1, ,, , 1,i, ,1 ,, I; I f (,I ,1_1, , I 1; ,1 1' 1, 1, •1 1- I 1 - ) SEE I' , , 1' , , I i__, I _- ,- _ , , _-'-_, , , ,',,i CONNE O STANDING SEAM PANELS (ROOF-OUTDOOR SALES AREA '3. -- - i-_i-, 1�, -r I, ,-i _.- - -- - - _.J' 1. .-1____1__1- f J- 1._L_:,�_ a6 NGLE PLY ROOF ON 1 , 1 ,1--, 1 , ,,,,I,,i,i,,,,,,,,,1,,,,,1,,1!,,,,1 ,,,,,; ,,;- 1,,,1.;1_ 1 1 , I, 1, 1 1 ,, 1 I ,, 1, , II -_ _ _ __ -- -- ----- I INSUL. t DECK _ �" Irl�I,lr„!-11-11 JI -11 ,11,1_,.,11,11;11 L 1/111,�,;111,I_,-1♦I,t l,l i,l,,l;,f-,,I i,II_ I,l l,,I,II II ,I II I; ,1 ,I,%1 . 5 SHE 7 TA FAGtA -FIN KYNA 500 ACC "INTERSTATE U ,,I,,1 ,f 11 i1,11 ,,,,11, 1,11,1 ,1,,1,1111,_,,11,,,,,,,1,,,/,,1,1,,11,4,,,,,1 C1 �.1;-;11,,,,1 !,1-,,11,,�,,11��-11i1,11.�1. , O E ME L PIKE D R P LAD TER TE BL L SEE I 1,!;i 1 1 1„- 1 I., ,1 ,;X11 11 1 f L,I LI/,1_,1 �,11 I,1 I,1-1,1 1,,,, ,11 I,1 1,1 1,,,,, W. IT FADE BLGGK //// 51 L1Y F BLVa.(+:!-_ i(, i 1, I I 1 I 1, I 1 1 1 I 1 11,;1 111,,;_,11, 1,f 1,11,11 1f, I,II,t,,l1,111,1,11,1,,,;,1 1,11,1;;11,, ,Ii; J - _ ;1111; ,1111,11,,,,(I,1111111,1'-i , , 11 " ,-if ;!i!;I --LINTEL -'','If,';Ir 1,1 I-- ,,1,,�,�,�,,,111;1-1,,,11_';'-'1 ,,;'_-fir; Ij-,:�;-,' 1 -- ;;I- I i ,-1 1 f, -;; 1, ,i ,, r I i - SPRINKLER IF REQ D. 6O 6 X 6 STRUCTURAL TUF3tNCz, PRIME t PAINT 1 ,.__ , 1 L 1 1 1 / _,. fit I 01 1) CIIX :31� It\V •II ,I1_,il,7f,Il,i-i-;l1 li-of liiL_._lr-ri i 1, �I-id i1 Ii ,;I" --- - . - - BY LOCAL I. .J-. 1 t.___L 1 I'__I , _!.._ 7 1 J (.-_ I ,1 ;11 ,11,11,11,11, .1,11,11;1.1,11,11;1 Z 1,11,1, 1I,,,1r, ,,,;1f,,/,,1,,,,,,,,1,,,,1''1'1 ,1,_i, ,'_ -01 ;,I,,1,t,-1,,,,,,,I,,,,1;,,r, I,il CORNICE KYNAR500P.4C-CLAD IN EFTATEBLUE -- — _.__-.___ ,,,T;,1 1,I L 1 1 l, , i,-_ 1 i; I 1 1 1 1 1, , 1, 1, 1 I ,1 1; A I ---- --- --- - -- ._. -._ _. - -1--1- ' i-J ' t 1 1 !._. r I,__1 I --! i--_l._ --- ,,,,,,I , ,,\I,,1,,1-,i.;1,,,1 r.;,1;1,,1i�, O „ T 1. i 111 ,_ ..�1- 1 11,1, ,,,1,,1 1 1 1,1,,1 1,1 1 11 1 11 1,1 1,,1 1.1.1.�1,!..''I-,-!1 1 ,,_1 1-1-! !1.1!!1 ,,i,,,,1; 1 1 1 1 ,f 1 r 1 r ,1 I , 1; ,, ,, i Ck*NI� O ///��\ .1- I r..-1 , I_. , r 1 , ._1'_ = FVE-FINISWED KYNAR 500 PAC-GLAD "INTERSTATE BLUE" PIPE BUMPER L I `, I(/J) , ,,,.1, ,,,,,,I,f,,1;.,i,,l,_,1,,,,L 1 i;l,,,_(f Ili,,,1 i,,1,1 1 L_I,_, , i,,,,_ .: 'S 1 I Off,,,, , .,;I, ,,,,,,,;,,,,, ,1;,,_I,1 I Off 1 p O SHEET METAL COPiN�s 4 PIPEBUhE£I@_ 1"_' ,,,;,,I,l,,;,,,l,fi,,l,lr,,; l _ _ _ T T = • PAC-CLADPREFINISHED GUARD ,1,,,, 1! ; 1, 1 ,1 1 1 - FOR RAILNG AND 'I;,';ISS -`'._1' !1'-i.! , ,,I,,I,,f1,,I_, 1-0-'11 l,,L,,i,f,,l;,,,,f l t,/;, 'r FACIA CBLUE),GUTTER (UINITE) NOT USED GUARD 1 1' •1 _�,�I,,,,f,,1 1111, ,,, f - f 1 T 1 .,1 1i i' ' '._..'! ! _ III ,, 1, ,/ ,I ,; I, , 1, ,, ,i. II I, ,1 1 --1' 11,1t,,1,,V ,1,11,11,1!,,;,11,11-11 „ 1 , 1,1 - , I' _- _-RAMiP REFER t0 I6/A 6 I' I! :� 'L_I ' '-- - -. }__' , _1 - N SOFFIT PANELS (UIHITE) HANDRAIL BEYOND ' .J'. .,-III'' ,1 „ ,, , y 1 , , 1 1 ,, ,,,;,,11I, 1, 1,.,;.1_,11,,1, ,,f I,I-1,I,, 1,,, F I ,: ,_ _,_ TOP I I,1,, , ,I,,,I ,1 ,, l I I- I ,127 L PANELS 1m METAL DOORS AND FRAMES (PAINTED)REFER TO A-3 I: ,;,, T_. I '.-.. ' 1_ , r r ,,.!., , !.,1..!_,1 I,1_i_,"1i!�_'_f1�.l-�..t''_.t' __ ;;,i.f - , f'p'1''f' ' ,J'_I"1'f i.I"1h, 1 M.FLOOR EDGE LEv>=COR ' " - - - - 1! 1 11 ,! i J'__ It 1 1. . 1 I 1 1 1 , 1 l 1, ,1 I 1,,1 1, 1 1 1 f,,l l,i L NE OF FNI�D FL EARTH - c,1�j }, 00' II -, I-.---- -•+-_ -- -,,,1,-,,; 1 ,;,', 'I ,,--- 1 ,,. ,' 4,`;l-1 I' �'1,J 1 1,,,I,,I,,t,,1,1,,1,.,,,,,1,_,1,, ,1 FIN ISH FLDOf • EL LOO-° I ti --- - _ s y _ 111 I I,1 1,{1 „ 1,, ,-, i „ /1 „ ;I 1, f ,I ,I „ D E A A ARE SIGN • 100' ( 11 SEARS TO PROVIDE AND ATTACHE INT RN LLY LIT SEA" HARDWARE - I EL ROLIG4 IN, TIMERS, PHOTOCELLS;WIRING AND FINAL CONN"4ECTIONS BY GONTRAGT012 I I I i i i 11 I'-4"RAMP GROUT ALL BLOCK SOLiD BELOW FIN.FL. I I I - /�•' TFc?1GC WELL CB. I L____ I I I t I RISE STEPPED FOUNDATION,RET'ER 70 PLAN 5-1 / i 1 Ll BTM.FTG. 12 V x I" GALV.METAL TUBE 5 4" O.C.U11TH 4" MAX.CLEARANCE AT HEAD AND BASE,WITH . i -- ---- _---- ----------r 11 1, It" " 11 11 • EL 95'-il" 1 r---- - ----- I I ----- -- -------------------------�--F 2 x 2 x 7.5. �/ERTICtU- POST AND 3 x i • x • HORIZONTAL CHANNEL. --1L--------�------------- F---------------------------------- ---� GEL 96'-011 I I I 1 --�11-- --------------------------------------- ___1--------------- PRIME' AND 2 COATS PAINT. II •r-r------------------ -------------------------------------------------r------------------------------_ --------------- _ 11 ," BTM.TRUCK WELL FTG -� 13 GUTTER tDOWNSPOUT - (GALVANIZED OGEE SHEET METAL GUTTER 5 WIDE x 3 �, --------------- •EL 91'-O« 15 DEEP PRIME t PAINT.DOWNP5OUT SHEETT"tETAL 4 0 WIDE X 2 0 DEEP PRIMIE A-6 . t PAINT.GUTTER t DS.K'YNAR 500 PAC-CLAD "INTERSTATE BLUE". I, 14 PRE-FINISHED STEEL ROfLL DOWN INSULATED DOOR REFER TO SCHEDULE A-6 SOUTHEAST E LEVATI O 15 PRE-FINISHED STEEL POLL DOWN NON-INSULATED DOOR REFER 70 SCHEDULE A-8 SCALE 1/$" = 1'-0" METAL ROOF ON 16 STANDING SEAM PANELS- KYNAR 500 PAG-CLAD "IUHITE", SUBMIT SAMPLES 6 $ METAL. DECK t SNAP GLAD I •" STANDINIG SEAM AT 12" O.G. 24 GA. STEEL T/CANOPY 3 -_014 91-6111N'7 A-5 A-5 OPEN J013T5,ETC. UNDERSIDE TO BE PANTED 1. • EL 1132'-11" TO MATCH W.PARTITIONS { O 21 GA.COPNG _. 11EQUAL 141-9" 1'-611 21'-6" EQUAL 16 1 =TEMPERED SAFETY GLASS rt $ TEXT TEXT c A-5 =PLATE GLASS 16 3"MAX.GAP 1 g REFER TO DETAIL ON SHEET A-8 OSIGNAGE REFER TO - - t7P'GAL EAST ELEVATICN . / T/PAR4PET $ =C04* EET METAL •EL 116' O" 7iM1ASONRY CJ d 0 1 e ' D O e D (PANTED) • EL 122'-O" .1. ' -- - - In Ty TA IASONRY -L!..1_11!_1 ,« l,,, , - • - - - 40% HIGHEST J0157 BEAR'NG F._ - - - - .'f''i.TT MICE J. •EL 122'-O" g T I LOWEST JOIST BEARING • EL 110'-8" �BLOCK i t TOP OF BOND BEAM •" HAWSER ROD< 10'-O" ,�,'_J,'11 11.11 1 :1,' I CONNECTORS i_1 11_!1!�'�l I - I I 3 ELECTRICAL LTG.tEFER _ EL 119'-4" • ,,I ice%;;,,%' ' ,r. I 1 TO ELEC.DtLrzS. _- __ . n i,.11j1..f_ I11-,,1'11 u SINGLE PLY ROOF ON , - « ,, —_- BUILDING ELEVATIONS _, 1 �_� `�— 13 z P INSUL., t METAL DECK I-0, r.��'I .. , _ _ _ - - w - , If 1,1/ 1 1 11 1 1 1 1, I 1 1 1 _. r - ---------._----—— _-'-- ---- ------ " ----- w i 1 li ';+ 1 ( I I �, ++ ij(I Ilj i �•, (, I ! ,I i I !�� 1 'II 1 .I 4 - ------------- --- .- -METAL FASCIA -- DATE LL _ii 1, , I ( 111 ; I I I II 1 ( f1p1 �� I 1}I( i ( 1 t ¢ �( !. �1 t ---- ----- A LD1 i,l~ •:'i_, IG'�v 1 11 --- -------- ------ ., , ! I �;. , 1I 1 `.1,.! .JJ Jy `;i,. li,.,l.,ilL --..----- -- ...-.___ {d i 1 ,J A 111 J1-!I'-L L'-!11- � ! , � 1.1.1-. I � , rl �f, I 11 ! I : �� .. . ... _ --------------------.-.-------.-- m ------- _ _ PAG-CLAD 1' FINISHED ' '' '' '-'-'� INTEL - __ �._1. , , + a.. 1T?LIiI Si}- ;`i1 „ fir -- t I I , ' 'i I j 1 1 I; i I 1 j I ii (+ . i i t; i ' ,I ! i+ ( j ____-------- - PANTED CONC.BLOCK -- 2 _ J 2 5" X31 If I I #� i" ' i i �� !, i i. a FACIA (BLUE:),GUTTER (WHITE) _-.___-_ i 1 s � I � { _ __ --- --- Z SOFFIT PANELS ltLN41TE) _ z , I ! j { } 1' 1 111 ;! II I ( I { I ; III I 1 sl. I; I .------- - - -- - -_ --- --- ;4 D.S, t'��__,I f � . I t .1Li ,,l, 1, ! I j d i , 4i i! --•--DS 1," w ,, '' !' ' 1 I ____ 2 PIPE: R,4 LNG REFER TO !- � .�1�.�L�Ll!_�.Ll ! r� r I I ' I I I ! t , I. 1 ( i t 1' L I I 1'; -- --.---I--------- -- -- I ' ' x 1 1—L IJ O III I I I i I? { , 1 ! ( E r +I i I I i i I, -- - ---- -------------------- - - D . ------ - --- VEST ELEVATION ,,, SPRINKLER CANOPY IF 111 11-!A'-',1' f ; , I 1, I� j t j ' 1 II ____ __- _-__-._-- -- v ,'.I f !1 1.,1 1 , tt I . - -- .-- -- _.. REQUIRED BY LOCAL fi j J'} I!{Ii ( If II , I t; I l� I i " � t I It 1 'I U DFE� A c0 -, y 1� 1, I r II It 1 ----- ------------- - -- _._._ ---__._.. - PIPE BUMPER ' 1 ( I I I I i ! I I 11 ! 1 I� -- ------------- ---- ---- --- -- 3 r� SPLIT FACE 1 1 i t 11 I i j'1 j t , 1 1 1 :f 1 , , i I ncl JURISDICTION I 11 1 I I !l� f' '11;1 ;, I ! III ' hit Ni _ ---- ---- --- - GUARD BEYOND o O BLOCK 1 1, , i i I ; ` ,, 1.• 1; , I 1 : : , I -- ------ —___ -___- - - - - • 0 l..! I i11_'1 I I h�.tI ' t Ir i ,! I' -- ---.----- T 7 FM FLOOR• , f l I, ,1 t rtµ.: �t. ,. i 4+1 T,.. _ ri��.. i tl .I.I Jl°> - ---- ----- ---------'-.-_- ---- - --- --------- -----` FNISN FLOOR LO a EL too'-O" I I I DS. t 12 6 12 12 6 I I 1 • EL loo'-O" TRADER'S WAY SALEM, MA55ACNU5ETT5 < � i t I COL i ! I t I Lu 16. w BTM.FTG. L�_L � - ---------------- --------____-- -r`-r------ r- - r BOTTOM FTG. HIGHLANDER PLAZA LIMITED PARTNERSHIP - ------------- ------ ------------- D � • EL 96'-O" 'MAX GAP SLIDtNCsGATE t IR�SiCK- ------------------------------------ --------------- -�- ------� • „ �o I FACE OF —————— EL 96 O 1000 MAPLE WOOD DRIVE MAPLE SHADE,NJ m A55EMBLY WITH TOP t . t BOTTOM GUIDES BEH1V0 CURB/SIDEWALK w w NORTHWEST ELEVATION waL.L. RQ�RTOA-9 THE ARCHITECTURAL TEAM, INC, n T T SCALE 1113" = I'-0" ARCHITECT A- 'S e0 C01'IMANDANM WAY AT AC"I' At.I6 WILL. Ca ELbEA,MA VVV - _. _. _.__. _.__. _ _ I- __- __. -..-______ -. - _.__ _._. . . __ ----- ---. __ __ .- _---------- -_ - __. .. - . .. _-----__ ___. _---. -... _ _.-_ __ _ ._ -._ _._ _. . ._. -- - __ -_