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Home My WebLink About01 - Cover.pdfSTO RE N U M B E R 1 5334 RANGELINE CROSSING 1424 SOUTH RANGELINE ROAD CARM E L, I N D IANA Z O - H t� � � H � Z 0 � � W z . � z W W � � J Q � � N � � � � a � . H W V� H � � W � I � I I I I E.9 � I I I I I I �I FIRST FLOOR PLAN ��6�� _ .�� Q.� � � � I I I o a /II _ � OP N SER ICE AR A - NO ROOF I � � � �7- . �� u �� „ I� .. ��t�� 0 � �----------�- I� 7 .. I��Eu.x:i�] �� ' I, � 1��t'u'^ii ^it?-0 II; �� I�� II. I�k1 �Iki �It1 �Ih _ - - I O„-, ' o� � � �1 FIRST FLOOR PLAN ` � 1/16�� _ �� Q.� �i. , ..I��E�Ifi7 , V�� I, `I��t'L+'."il�] �? ''��'�� 91 C: � I tl� �II; 1III, 1I, 1I� �I� �� .. ��e�� . ��R�� . Q�m��1` '•� ��=— E9� �I � ��l �1 -�'��I � ��_ � � APPLICABLE BUILDING CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS & DR4WINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, A.D.A., AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BYTHE CONTRACTORINVOLVED. THE FOLLOWING CODES AND REGULATIONS ARE CURRENTLY ADOPTED BY THE STATE OF INDIANA AT THE TIME A BUILDING PERMIT IS APPLIED FOR: BUILDING CODE: INDIANA BUILDING CODE 2008 (INTERNATIONAL BUILDING CODE 2006 WITH INDIANA AMENDMENTS) MECHANICAL CODE: INDIANA MECHANICAL CODE 2008 (INTERNATIONAL MECHANICAL CODE 2006 WITH INDIANA AMENDMENTS) ELECTRICAL CODE: INDIANA ELECTRICAL CODE 2009 (NATIONAL ELECTRICAL CODE 2008 WITH INDIANA AMENDMENTS) PLUMBING CODE: INDIANA PLUMBING CODE 1999 (UNIFORM PLUMBING CODE 1997) FIRE CODE: INDIANA FIRE CODE 2008 (INTERNATIONAL FIRE CODE 2006 WITH INDIANA AMENDMENTS) ENERGY CODE: INDIANA ENERGY CONSERVATION CODE 2010 (ASHRAE 90.1-2007 WITH INDIANA AMENDMENTS) FUEL GAS CODE: INDIANA FUEL GAS CODE 2008 (INTERNATIONAL FUEL GAS CODE 2006 WITH INDIANA AMENDMENTS) ACCESSIBILITY CODE: INDIANA BUILDING CODE, CHAPTER 11 ICGANSI A117.1-1998 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES AND N.J.A.C. 523-7 BARRIER FREESUBCODE VICINITY MAP M�NnAN' y T�f 4 � A .e r�� wu�u y� wu�z """w,°„�� carmei em.�a {' on�os� � °.,�. � � E,�.a � ww a ��a o.,�,�� .1 k � c..m � cMC^+n � paof � WCU�nxbumu�nim� �� ni2�' n...n[nM�e�� ewS.� EIiMP � ¢uM.a amo inm Eup. � . ,�,� �" w� o.w w�.w 9..n� Fy ��^m .vmon $ .uwor. s BUILDING CODE SUMMARY SCOPE OF WORK NEW BUILDING CONSTRUCTION BUILDING TVPE II-6 - FULL FIRE SUPPRESION SYSTEM OCCUPANCY CLASSIFICATION M, B- SECOND FLOOR TO BE SHELL SPACE CALCULATED AS FUTURE BUSINESS USE SQUARE FOOTA6E TOTAL BUILDING FOOTPRINT = 18,022 SF OCCUPIABLE SPACE FIRST FLOOR= 14,722 SF OCCUPIABLE SPACE SECOND ROOR = 7,702 SF TOTAL OCCUPIABLE SPACE = 22,424 SF BUILDING ELEMENT STRUCTURALFRAME INCW�ING COLUMNS, GIR�ERS, TRUSSES BEARING WALLS EXTERIOR INTERIOR NONBEARING WALLS AND PARTITIONS EXTERIOR INTERIOR FLOORCONSTRUCTION INCLUDING SUPPORT BEAMS AND JOISTS ROOF CONSTRUCTION INCLUDING SUPPORT BEAMS AND JOISTS FIRE RESISTANCE RATED CONSTRUCTION INCIDENTALUSEAREAS STORAGE ROOMS OVER 100 SQ. FT. FIRE RATING 0 HRS 0 HRS 0 HRS 0 HRS 0 HRS 0 HRS 0 HRS 0 HRS 0 HRS MEANS OF EGRESS CHAPTER'10 OCCUPANTLOAD(PERTABLE1004.1.1) DESIGN ACTUAL OCCUPANCY ASSEMBLV(A3) AREA(SF) MULTIPLIER � LOAD NT OCC PANTS MERCANTILE 14,]22 30 GROSS 490 - OFFICE ],]02 100 GROSS ]6 - TOTAL 22,424 568 NOTE: BUILDING EGRESS CALCULATED USING DESIGN OCCUPANT LOAD PER SECTION 1004.1. TABLE 1004.'1.1. EGRESS WIDTH PER OCCUPANT SERVED (TAB�E ioo5.�) EGRESSCOMPONENTSOTHERTHANSTAIRS ACTUAL yy/SPRINKLERS � LOCATION OCCUPANT MULTIPLIER LOAD ALL A$$EMBLIE$ 568 .15" MEANS OF EGRESS MISCELLANEOUS : �,e.�o.. � E��,AS E,��.� � � .,. �,��.. ��w�_ t�anv r.�sr..�a �[�mna .scram eirons � Eimca cwwc.,x . x COMMENTS vvi� i n TOTAL EXIT WIDTH PROVIDED 1UIRED 852" 144"(2EXIT�3fi",1EXITAT]2"-(MAIN) EXIT ACCESS (1014) -SEE DRAWINGS E%IT ACCESS TRAVEL DISTANCE (TABLE 1016.1) -250 FT MAX (USE GROUP A) W/ SPRINKLERS COMMON PATH OF TRAVEL (1014.42) -75 FT MAX. - 30 AT MERCHANDISE PAD MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES USE GROUP OCCUPANTS WATER CLOSETS LAVATORIES MALE / FEMALE MALE / FEMAI TOTAL RE(lUIRE� 1 1 1 1 TOTAL PROVIDED 2 1 1 1 NOTE: NUMBEROFSERVICESMKSREQUIRE� (1)-PROVI�E�INJANITOR'$ROOM DRINKING 3 COMCHECK INFORMATION CONTRACTOR I$ TO VERIFV THAT ALL ITEM$ PROVIDE� MEET THE REpUIREMENT$ $ET FOURTH BELOW A$ $PECIFlED IN THE �RAWING: $UBSTITUTION$ MUST MEET OR EXCEED $TIPULATE� REpUIREMENT$ OR BE REEVAWATED A$ PART OF THE OVERALL BUILDING $HELL EXTERIOR WALL GLAZING GLASSOOORS INSULATED METAL DOORS / S WINGING 455 WALL (PRECAST WITH INSULATED CORE OF R-02) U FACTOR OF .082 SULATED VISION UNITS WITH SHGC OF .33 AND U FACTOR OF 29 iGC 0.40 AN� U FACTOR OF35 FACTOR OF .06� � � O N z z Q o Z � O N K gzo� a � g � W Z J J w3 �p�0 J Z � W UQ�LL LL � W y w w o 0 �Unuinrrrq �.��5 GENF �� c�ZO : �EV�sT��•., ! % ' No. ' � � _ * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�j�G��l��\ �, u �`� � O� r zz �gz°z a ��yww?i 2 �UJJF=� � QO>> i F z> �O � �<FoFaa�4°w >QUwUQWWNLLQ W d LLQd'=H�11 W� W d' Ua—Ft�ZI�u1 m 0 H t� w-ww oc�C7 ❑ =�vaia�¢�wo¢¢ P b P m a a c �. �n \ �n � N a� � a� o �� o � HO Q N o °' °' �N , N NW � a i: w a �- OM F d' n >y U � ¢ a � 3 = • 3 r m 2 O F a � U N o (n z 0 � i W � > m F 0 O 2 0 O v � � Cn w ¢ Z z z � � W � ¢ w w w � Z �, � � z _ ~ (� � w � a W J H� a a � Q � O � O U � Q � N Z � Q W 0 0 U M o � N J O o m O N � O d° Z Z o 2� t0 o ` 3 � ui W � � U Q �n H � (l I A-100 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED �D¢ ze-s�. 10'-018" 1B']0• 4 -312 a,o. . I �zo^ . � li `��i o _ � � � EXA�R : � euunnw PR TECTING STAIR � � _D — � —�_ a � � DE IVERY AREA � m I �I I BOLL PROTECTING � A-210 o A-410 N � ' ' � � ' 30LLAR�S PROTECTING ROLL JP DO R OPENING s-e� , I f�o�ll s.�i zu. g.s. � �0 I-J 212 �f` N N OJM N� a� �D^ aa.�og^ 31•i• 5'-0" � � �� / -710 r_a s��re r^R � a.a. a._o. `� 09 29 Ob> 1 �09 » a� �_�z„ �D � CB2 3294 � m O aN I I-�211 aN ; � " . o u. � � - b, ROOM -- --- - -°I-- -- ----------------�. � , ♦ U. "' m " ""' " ' """"""'� \ 8 I-211 5 � Q I-211 2 ,� aN p � I-221 `= 7 V /\?)J ♦ l� � ? _"""""" � O i K08 30 11 r'"._"' _' '""""""""""" """""""""""""""""""""""' 09 7 �> PHARMACY $EATING � GENERAL STOCK ALL STORAGE SHELVING. ETC. BY WALGREENS. SEE SHEE1 D-111 FOR LAYOUT. f 6 I ° �I � � ' w�ii�i i —I � .e, , �,I I� � . : , i� �i � `� � I := ��I � �� I • I �I � -L_�_I_ � I - . _ —_ � � �� ' �� _— WRAP COLUMN � WITH CLEAR � A 511 � ANODIZED BREAK METAL TO MATCH e� CURTAIN WALL s'- A' y.�� s A-314 � r.ne. FIRST FLOOR PLAN 1/8„ _ �,_�,. � � �� I 03> — � � � n 0 m I : � � 09 90 OU G09 77 03> � 0 <70 28 V -' I � rv � i MEN ' a II �o zi ou � IO 9 77 07> rwr I - I I-213 �� Z O � U w � c� z 0 J 7 m 29+6" FURR OUT EXTERIOR W1TH AN ADDITIONAL 3 STUD W/ BATT INSUI 5'-0" , <22 10 01Y „ zo'-a's' I-211 PHARMACY * \� I-211 13 ms so oi�� I — <09 77 03> \I i li � � GENERAL SALE t0 6 I-211 1 � 4 I � <09 90 01 <09 77 03> � � I A-210 � 33'-1� BOLLARDS ALIGNED WITH FACE OF CURB TO PROTECT ELECTRICAL METER 15•A" 3•0• 4 � ��26 5 OU A-511 r TECH ELECTRICAL ROOM aN EQUIPMENT ROOM � P me-r PROVIDE UNDERSLAB INSULATION I AT AREAS OF COOLERS AND FREEZERS � <oe so m I - — <09 77 03> — � � <09 90 01 <09 77 03> � 35•-110• REFERENCED KEYED NOTES ��a� Z � O N Z W � N DIVISION O5 - METAL - � z p o OS 10 02 LADDER WITH FRP ON WALL LADDER TO HAVE CLEAR PATH TO a��`O ROOF. COORDINATE W/ ROOF FRAMING. W w� J DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES - v?Ow O6 10 01 1/4" THICK X 4'-0" HIGH MASONITE WAINSCOT WITH J-BEAD TOP. LL� w O6 10 02 PLASTIC LAMINATE COUNTER AND CABINETS. CONTRACTOR TO w � PURCHASE FROM PREMIER EUROCASE. SEE SHEET D-111 FOR � o LENGTH. SUPPORT COUNTER ON CABINETS BELOW AND W1TH CLEATS ALONG WALL LEAVE 2'-10° CLEAR FOR REFRIGERAIOR. DIVISION 07 - THERMAL AND MOISTURE PROTECTION - 07 21 01 ISOLATE TOILET ROOMS `MTH SOUN� ATTENUATION BLANKETS, FULL LENGTH, HEIGHT, AND DEPTH OF WALL (INTERIOR WALLS ONLY). DIVISION OS - OPENINGS - 08 30 11 ROLLING SECURITY GRILLE. SEE SHEET D-111. 08 41 01 STOREFRONT. SEE INTERIOR AND EXTERIOR ELEVATIONS. 08 41 04 AUTOMATIC SLIDING DOOR ENTRANCE (AS SHON7J) OR � � i�-�a� AUTOMATIC SWING-OPEN DOOR ENTRANCE (WHEN REOUIRED PER 31 31 WALOREENS PROJEGT FlXTURE PLAN). ��iii�� +'��' DIVISION 09 FINISHES `.��PS �ENe�o = ai<�� s-o^ , s�'3d� ,� 09 29 03 WALL CHASE W FURRING FOR WIRING. SEE DRIVE THRU DETAILS. j,r� �� p6��51Eapo., (�'� � r� �_2,2 O I-212 � � ,o 10 ,h . .� �� 09 29 O6 LEAVE OUi PORiION OF GWH IN 7'-0°W. X 7'-3"H. HEADERED ? ' No. _ _ * ? AR19600180 ; * _ OPENING (OPPOSITE RECEIVING DOOR AND 4'-0" MIN. FROM ANY _ ; STATE OF : - OPENWG) FOR PALLET DELIVERY OF FlXTURES. WFlLL WALL AFTER % '•, ; � DELIVERY. '• �NpipNP;: =,7� 09 77 03 STAINLESS STEEL COLUMN WRAP, 4'-0" H. PROVIDE ON ALL SALES qRCH � �'�� AREA COLUMNS (SEAMS TOWARDS GONDOLAS). �� 09 77 07 3-7/2" X 3-7/2° X 48° HIGH PREFABRICATED CORNER GUARD - �� FU R OU1 EXTERIOR STAINLESS STEEL `MTH ROUNDED CORNERS. `MT AN ADDITIONAL 09 90 01 SAN� STEEL WWMNS EXPOSED IN SALES AREA TO REMOVE � ST D W/ BATT WSUL BLEMISHES W FACTORY APPLIED PRIMER. REPRIME AND PAINT. w O� PAINTING. SHALL BE SMOOTH AND UNIFORM FOLLO`MNG FINAL Q ? O U g Q Q YwW-2 DIVISION 10 - SPECIALTIES - � Qo»��?> Y wK�U IYLL� 10 28 01 BABY CHANGING STATION. SEE TOILET DETAILS. � Z O� j� Q Z w m DIVISION 21 - FIRE SUPPRESSION - w Q F m vi a o ��❑ �z¢o��¢tt�LL� 21 10 01 FIRE RISER, REFER TO D-111 FOR E%ACT LOCATION AND F-510 >¢ U w U Q w w�-¢ FOR REQUIREMENTS. W d LL Q d' F y Z i�U' y KNUap w-ww oC�c7�N❑ DIVISION 22 - PLUMBING - =xa�>zwzLL�nz _tima�¢�wo¢a 22 10 01 SK-1, PHARMACY SINK AND CABWET FURNISHED BY WALGREENS. o rv 22 10 04 GWH-1, WATER HEATER ON PLATFORM � 7'-11" A.F.F. .o P - 22 10 23 INTERIOR ROOF DRAIN LEADER WITH THRU WALL CLEAN OUT (WHEN a USED). LOCATE IN STOCK ROOM AND COORDINATE W1TH FIXNRE a PLAN D-111. 22 10 27 STAINLESS STEEL SINK. m �� Nw DIVISION 23 - HVAC - REFRIGERATION - " �oQ nm 23 60 01 WALK-IN COOLER/FREEZER FURNISHED BY WALGREENS. ALL � a � "ROUGH-IN° BY GENERAL CONTRACTOR. SEE MECHANICAL o'a ^ DRAWINGS FOR LOCATION. o E� 23 60 13 PROVIDE 24" X 3fi' HINGED ACCE55 PANEL ABOVE COOLER W1TH � o g SILL HEIGHT AT 10" A.F.F. (ACCESS REQUIRED WHEN SURROUNDED � ��n 4 BY WALLS). o :; � A-311 • 9 Q _ _ DIVISION 26 - ELECTRICAL - � a� 26 OS 01 SLEEVE THROUGH WALL FOR ELECTRICAL (WHERE APPLICABLE). SEE w °`^ Z DETAIL C/A-510. i � � > -310 � ¢ a � _ a< � 3 � r I �/ ` � � z O � = 4 z K I I o tUn 3 °a o (n A-311 Z � � � W � � � � r m <08 41 01 "0 — — — — 4 — - ° w H � I � � � REFER TO FLOORING PLAN, SHEE1 I-111, FOR ALL FLOOR FINISHES. REFER TO ROOM � Z FINISH SCHEDULE ON SHEE1 I-111 FOR ROOM FlNISHES � �,�. 2 1 m A-511 � Q i` ` I � K '�''ae" �1 M � W I � Z Z Z r � a' w�Qw w � DEPRESSED SLAB -314 m w Z Z F � WALK OFF MATS I � �r^ q - ? I V �+- � j � � I P � W J H� a d � Q � Q � I I PROVIDE ENGINEERED SHOP DRAWINGS OF LIGHi GAUGE MEiAL SND FRAMING � � � O U A-610 FOR REVIEW. WALLS FRAMED IN DOUBLE HIGH SPACE 'MLL REQUIRE O (n <OS 41 OU I I I I^k° AS E�URED FORASUPPOR��OFtWALLSUAND58ULKHEADSN� FRAMING i0 ROOF O � — — _ — � � — � I PARTITION SCHEDULE, LEGEND, & � � WRAP COLUMN CEILING DATA � `MTF{ CLEAR AN6DIZED BREAK ABBREVIATIONS: aw^ m�-o^ �y_o. �� METAL TO MATCH GWB: GWSUM WALL BOARD CURTAIN WALL Q TO A MINIMUM OF 3" ABOVE CEILING m A-315 r-s3^ R: TO ROOF DECK (OR FLOOR ABOVE) o � a WR: WATER RESISTANT (ALL PLUMBING WALLS) H Z � � } p fi'X 22 GA. MTL. STUDS, 24° O.C. TO ROOF DECK (SECURE� TO ROOF � � m� n W� �r (MINIMUM) 1�HOUR ASFRE�UI ED B`Y CO E)_SIDE UP TO ROOF DECK, 0¢�� W� 0 U Q m H� p a 3 � � ¢ w x �in ROOFFRAMNG) W1iH 5�8 DGWH ON ACH S�fioiO ROOFSDECK.EO TO U y p r❑ a' r � TWO ROWS 3-5/8"X 22 GA. MTL STUDS, 24" O.C. WITH ALTERNATE A- 1 1 1 �^' STUDS SECURED TO ROOF FRAMING AN� OTHERS TO STOP AT CEILING. � PROVIDE 5/8° WR GWH BOiH SIDES UP i0 CEILING ONLY. COPYRIGHT OO 2012 WALGREEN CO. ALL RIGHTS RESERVED �Da m.ng g 0. se-s�. 1B'-00' 12 0•' li `"��i o I� � � EXAM�R .- � I tlVLLHhU� PRbTECTWG STAIR b I � � fD — � �M a I DE IVERY AREA � I � ` e b a WRAP COLUMN WITH CLEAR ANODIZED BREAK 6 METAL TO MATCH se CURTAIN WALL 30•1 8" 30LLAF S PFOTECTING ROLL JP DO�R OPENWG 3'-8' , I 31'i' f�o�ll hI1 iia y.�i 5'-0" -410 � � 1� , -710 � �_ � ]'R 5"R ]"R s.s. aa. ,._o. ` — ! zaD> ` os �� m >> Qg rc I-211 N �n I-2t 2 aN ND �� C� CBZ L 94 N O � N I I-�11 aN __ _'. ROOM '�- - a° -------------^�� p . OU ".� """" m """""""" "" " """""""""""""�., ,, •1 8 I-211 5 I Q 2 \ I-211 I-221 ,,� aN `= 7 � � ,`�J� � , 9 " """""""""""""""""""""' rc e � - """ """"""""""""' OW i k08 30 11 09 7.'�fif'""- "" I"""" � 1 ,• 1 �� n -420 �S I-221 = =� M ��'= PHARMACY � - SEATING I � �� 9 0 01 — - + — 9 7 03> — — - �� I GENERAL STOCK n�i STORnGE SHE�wNG ETC. BY WALGREENS. SEE SHEET D-��1 FOR LAYOUT. f I o ru. ° o BOLLARD ° � PROTECTING GA � � � A-210 - - - � 2 O -4W � J � � � - � <07 21 01 I y 10.P' S. 8• 6• 0• g.p. I I T 3'• �1. ��.BL ° s'-a � �ia� ' II I m z, o, I I I I I � io��sai � WOM�N { Izz , i oa> I --" ----- I I III I d� � L I ` STAIR - � I Q � R I-213 / � PA A PORTE 1 � I� A 511 A-314 I r-�ie. FIRST FLOOR PLAN 1/8„ _ �, �,. I I � � 0 � I °v I I 09 90 OU <09 ]� 03> — I L 1"R �8� � � „ <i0 29 t -221 MEN� I �' I vo 2i ou o IO 9 �7 07> rwr I - z 0 F U W N (7 Z � � m 29•6•' FURR OUT EXTERIOR WITH AN ADDITIONAL 3 STUD W/ BATT INSUL 5-0" , <zz �o ai tt zo�-ae I-z11 PHARMACY �° � I-211 13 <09 90 01�� <09 77 03� I N RA A io s rzn i II 4 I <09 90 01 — <09 �7 03> I � A-210 I 33'-1�' BOLLARDS ALIGNED WITH FACE OF CURB TO PROTECT ELECTRICAL METER 15' J" 3'-0' 4 ��26 5 OU A-511 r TECH ELECTRICAL ROOM � EQUIPMENT ROOM _ � � � P ioe-r PROVIDE UNDERSLAB INSULATION � AT AREAS OF COOLERS AND FREEZERs � <09 90 01 - <09 77 03> - I 41 A• � �� I-212 O I-212 � � 35•-0�e• REFERENCED KEYED NOTES ��a° Z � O N Z W � N DNISION 05 — METAL — g z p o OS 10 02 LADDER WITH FRP ON WALL LADDER TO HAVE QEAR PATH TO ��`� ROOF. COORDINATE W/ ROOF FRAMING_ W w�� DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES - �?°� 06 10 01 ��4° THIGK X 4'-0" HIGH MASONITE WAINSCOT WITH J-BEAD TOP. �� W 06 10 02 PLASTIC LAMINATE COUNTER AND CABMETS CONTRACTOR TO w � PURCHASE FROM PREMIER EUROCASE. SEE SHEET D-111 FOR � � LENGTH. SUPPORT COUNTER ON CABWETS BELOW AND WITH CLEATS ALONG WALL LEAVE 7-10" CLEAR FOR REFRIGERATOR E.9 F DIVISION 07 - THERMAL AND MOISTURE PROTECTION - 07 21 01 ISOLATE TOILET ROOMS WITH SOUND ATTENUATION BLANKETS, FULL LENGTH, HEIGHT, AND DEPTH OF WALL QNTERIOR WALLS ONLI�_ DIVISION 08 - OPENINGS - OS 30 11 ROLLING SECURITV GRILLE- SEE SHEET D-111. OB 41 01 STOREFRONT. SEE INTERIOR AND EXTERIOR ELEVATIONS. OS 41 04 AUTOMATIC SLIDING DOOR ENTRANCE (AS SHOWN) OR 2 ��_�� AUTOMATIC SWING-OPEN DOOR ENTRANCE (WHEN REQUIRED PER _31 WALGREENS PROJECT FlXTURE PLAN). `�� GEN �� +'��' DIVISION 09 - FINISHES - ;°�PS,,......F�o% s-0• s' e� 09 29 03 WALL CHASE M FURRING FOR WIRING. SEE DRNE THRU DETAILS. j.Z� f'p6G4Eq�., �� = N0. � � - 09 29 06 LEAVE OUT PORTION OF GWB IN 7'-0"W. X 7'-3°H. HEADERED - :� qR19600180 � OPENING (OPPOSITE RECEIVING DOOR AND 4'-0° MIN_ FROM ANY -*�, STATE OF :*- OPENING) PoR PALLET DELIVERY OF FlHTURES_ MRLL WALL AFTER % '•, ;' ; DELIVERY. '• �NOiANP;� -a 09 77 03 STAINLE55 STEEL COLUMN WRAP, 4'-0" H_ PROVIDE ON ALL SALES qRCH � �'� � AREA COWMNS (SEAMS TOWAR�S GONDOLAS). �� i � � 49 �� Q� 3-1/7' X 3-1/2" X 48" HIGH PREFABRICATED CORNER GUARD - � 22 10 27 FU R OUT EXTERIOR STAWLE55 STEEL WITH ROUNDED CORNERS. <06 10 02 WIT AN ADDITIONAL 09 90 01 SAND STEEL COLUMNS EXPOSED IN SALES AREA TO REMOVE � �, y EMPLOYEE � ST � W/ BATT INSUL BLEMISHES W FACTORY APPLIEO PRIMER. REPRIME AND PAINT. LL1 p 2r a v� COWMNS SHALL BE SMOOTH ANO UNIFORM FOLLOWING FlNAL z z F g Z� ROOM i PqiNnNC- Q � o o a�¢ - >ww-x DNISION 1 0 - SPECIALTIES - � Q O� o i�?� 10 28 01 BABY CHANGMG STATION. SEE TOILET DETAILS. � p Z� a¢� O� m � z p»� a Z w DNISION 21 - FIRE SUPPRESSION - w Q� m v� a o�� o V ZQ D�Hd'O.' FLL J 21 10 01 FIRE R6ER, REFER TO D-111 FOR ExACT LOCATION AND F-510 > Q U w U Q w W N- Q FoR REQUIREMENTS. w d�¢�� Z Z�U' y CLyU dp Ft� DIVISION 22 — PLUMBING — isa�>°zwzLL�n°z _�ma�¢�wo¢¢ 22 10 01 SK-1, PHARMACY SINK AN� CABWET FURN6HED BY WALGREENS. o 22 10 04 GWH-1, WATER HEATER ON PLATFORM � 7'-n" A.F.E °'� o Q � 22 10 23 INTERIOR ROOF DRAIN LEADER WITH THRU WALL CLEAN OUT (WHEN ' � USEO). LOGATE M STOCK ROOM AND COORDINATE WITH FIXTURE o PLAN D-��. � 22 10 2� STAINLE55 STEEL SINK_ � �� DNISION 23 — HVAC — REFRIGERATION — " �oe nro 23 60 01 WALK-IN COOLER�FREEZER FURNISHED BY WALGREENS. ALL � o � "ROUGH-IN" BY GENERAL CONTRACTOR SEE MECHANICAL ^ DRAWMGS FOR LOCATION. o D� 23 60 13 PROVIDE 24° X 36" HINGED ACCESS PANEL ABOVE COOLER WITH � o g SILL HEIGHT AT 10° A F.E (ACCESS REQUIRED WHEN SURROUNDED �'7` �n � 4 BY WALLS). o ,.°3ry A-311 • F Nm DIVISION 26 — ELECTRICAL — 26 OS 01 SLEEVE THROUGH WALL FOR ELECTRICAL (WHERE APPLICABLE). SEE r�� BUILDING SECTION Z oera� c/a-sia ��g -sio � & I ? 5 _ a0 3 = a , 3 � � � .� ` / Z 0 � a I �I � U N 3 � � Z A-311 p � i I I w � <09 90 01 Y m <09 77 03> <O8 41 01 — — — — — — — - F I I I 0 REFER TO FLOORING PLAN, SHEET I-111, FOR ALL FLOOR p FINISHES. REFER TO ROOM Z FINISH SCHEDULE ON SHEET I-111 PoR ROOM FlNISHES � �,�, 2 1 m A-511 0 Q /-- ` � I M o Iiz.ae M :n W I � Z Z Z r � a, w�Qw � w w o v� DEPRESSED SLAB -314 m w Z Z F � WALK OFF MATS I � �/^ - I v W � � I¢ a a' Q�� a � ¢ � I PROVIDE ENGMEERED SHOP DRAWINGS OF LIGHT GAUGE METAL STUD FRAMING � �j O U � -610 FOR REVIEW. WALLS FRAMED IN DOUBLE HIGH SPACE WILL REQUIRE O � OS 41 OU I I I I Jj A9�REQU REDAFORASUPPOR�ROFTWALLSUANDSBUCKHEADSND FRAMING TO ROOF O � _ - - - - - � � - � I PARTITION SCHEDULE, LEGEND, & � I WRAb �o��MN CEILING DATA � I I WITF{ CLEAR � ANBbIZED BREAK ABBREVIATIONS , �, METAL TO MATCH a�-o� m��o�� aw^ io�-o^ �r-o• CURTAIN WALL GWB: GYPSUM WALL BOARD 1 C: TO A MINIMUM OF 3'" ABOVE CEILING m A-315 rsa� R_ TO ROOF DEGK (OR FLOOR ABOVE) N � WR: WATER RESISTANT (ALL PWMBING WALLS) H Z � } °� p J 6"'X 22 GA. MTL STUDS, 24" QC. TO ROOF DECK (SECURED TO ROOF � � m�Z N W� �� FRAMING) WITH 5/8° FIRECODE GWB EACH SIDE UP TO ROOF DECK, a¢ Z Q�� (MINIMUM 1 HOUR AS REQUIRED 6Y CODE). � 3� W W� � U Q m H> p a 3 a� ¢ w x �� ROOFgFRAMNG) IMTH�S/B��GWB ON ACH�SD�E�TO ROOF�DECKED TO U y p r p d' r � TWO ROWS 3-5�8"H 22 GA. MTL STUDS, 24" QC. WITH ALTERNATE /� �� 'I STUDS SECURED TO RWF FRAMWG AND OTHERS W STOP AT CBLING. �..� � PROVIDE 5/8" WR GWB BOTH SIOES UP TO CEILING ONLY. COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED �D¢ io.na. g,o. ze-s�. 1B'-00' izo^ � li `��i o _ � 0 0 � � EXAM R .- �- � euunnw PR TECTING STAIR � � � _D — � —�_ a � � DE IVERY AREA � m I �I aa.�og^ 30LLAR�S PROTECTING ROLL JP DO R OPENING s�-e� , I sr-r. f�o�ll s.�i sn. -4W � � 1/ / -710 � ;- �� ra s.re rR e,s. - e.a�� n.-o. `— 09 29 03> 1 �09 » a� „ �D Qp I-211 � � i—zix � — a�� CB2 3294 � I I-211 m N � mN QI � `=Dq ' C L m O a I �� b ,_ _ ROOM -- --------------�. �, ; ; � ' �� --- -- -- -- � &' - m ♦ OW ^ . ""' """" " ' """"""'� \ _ 8 I-211 5 � Q I-211 2 ,�. aN p � - I-221 � N (, 7 V ,\?)J l� � ? _"""""" OW i K08 30 11 r'"._"' _' '""""""""""" """""""""""""""""""""""' 09 7 /bi> � _' 1 I 1 �='^N N 1� I-22� N� -420 �j I I � �� = PHARMACY 0 S��Z I ' " 9 0 0, — - y - 9 03> - - - �i � GENERAL STOCK ALL STORAGE SHELVING. ETC. BY WALGREENS. SEE SHEE1 D-111 FOR LAYOUT. f q-0. o 0 BOLLARD ° o I PROTECTING GA � � 1 , � ° I , ' � , � � � � @��I�Il�.itt • � • � l� �� ' � � ��I I I = r � � :' � I [�Pa I . � : � i� �� C � ._ �� . . I� � I �I � -L_�_I_ � � I - . _ � �� "�` / i �� , �. '. _ -___' � '� '�� T.WITH CLEAR A 511 � ANODIZED BREAK METAL TO MATCH e� CURTAIN WALL s'- A' y.�� s q" m�-n^ A-314 � r.ne. FIRST FLOOR PLAN 1/8„ _ �,_�,. � � n 0 m I : � � 09 90 OU G09 77 03> � --g— � � -'� _ <70 28 221 � i MEN ' a II �o zi ou � IO 9 77 07> rwr I - I � Z 0 � U w � c� z 0 J 7 m 29+6" FURR OUT EXTERIOR W1TH AN ADDITIONAL 3 STUD W/ BATT INSUI so^ , az io oi> 11 zo'-a's' I-211 PHARMACY * \� I-211 13 <09 90 0,�� ' - <09 77 03> \I i li � I GENERAL SALE t0 6 I-211 1 � 4 I � <09 90 01 <09 77 03> � � I A-210 � 33'-1� BOLLARDS ALIGNED WITH FACE OF CURB TO PROTECT ELECTRICAL METER is. n. s,a. 4 � ��26 5 OU A-511 r — - TECH ELECTRICAL ROOM aN EQUIPMENT ROOM � P PROVIDE UNDERSLAB INSULATION I AT AREAS OF COOLERS AND FREEZERS � <09 90 0, � - - <09 77 03> - � me�r — 35•-110• E.7 I �.�. REFERENCED KEYED NOTES ��a� Z � O N Z W � N DIVISION O5 - METAL - � z p o OS 10 02 LADDER WITH FRP ON WALL LADDER TO HAVE CLEAR PATH TO a��`O ROOF. COORDINATE W/ ROOF FRAMING. W w� J DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES - v?Ow O6 10 01 1/4" THICK X 4'-0" HIGH MASONITE WAINSCOT WITH J-BEAD TOP. LL� w O6 10 02 PLASTIC LAMINATE COUNTER AND CABINETS. CONTRACTOR TO w � PURCHASE FROM PREMIER EUROCASE. SEE SHEET D-111 FOR � o LENGTH. SUPPORT COUNTER ON CABINETS BELOW AND W1TH CLEATS ALONG WALL LEAVE 2'-10° CLEAR FOR REFRIGERAIOR. DIVISION 07 - THERMAL AND MOISTURE PROTECTION - 07 21 01 ISOLATE TOILET ROOMS `MTH SOUN� ATTENUATION BLANKETS, FULL LENGTH, HEIGHT, AND DEPTH OF WALL (INTERIOR WALLS ONLY). DIVISION OS - OPENINGS - 08 30 11 ROLLING SECURITY GRILLE. SEE SHEET D-111. 08 41 01 STOREFRONT. SEE INTERIOR AND EXTERIOR ELEVATIONS. 08 41 04 AUTOMATIC SLIDING DOOR ENTRANCE (AS SHON7J) OR � '� i�-�a� AUTOMATIC SWING-OPEN DOOR ENTRANCE (WHEN REOUIRED PER 31 _31 WALGREENS PROJECT FlXTURE PLAN). ��iii�� +'��' DIVISION 09 FINISHES `.��PS �ENe�o = ai<�� s�L^ s�'3d� � 09 29 03 WALL CHASE W FURRING FOR WIRING. SEE DRIVE THRU DETAILS. j,r� �� p6��5TEapo•, (�'� � �� I-212 O I-212 � � ,o io i �SE( � I I � � 11 � � � _ti. .��, 09 29 O6 LEAVE OUi PORiION OF GWH IN 7'-0°W. X 7'-3"H. HEADERED ? ' No. _ _ * ? AR19600180 ; * _ OPENING (OPPOSITE RECEIVING DOOR AND 4'-0" MIN. FROM ANY _ ; STATE OF : - OPENWG) FOR PALLET DELIVERY OF FlXTURES. WFlLL WALL AFTER % '•, ; � DELIVERY. '• �NpipNP;: =,7� 09 77 03 STAINLESS STEEL COLUMN WRAP, 4'-0" H. PROVIDE ON ALL SALES qRCH � �'�� AREA COLUMNS (SEAMS TOWARDS GONDOLAS). �� 09 77 07 3-7/2" X 3-7/2° X 48° HIGH PREFABRICATED CORNER GUARD - �� FU R OU1 EXTERIOR STAINLESS STEEL `MTH ROUNDED CORNERS. `MT AN ADDITIONAL 09 90 01 SAN� STEEL WWMNS EXPOSED IN SALES AREA TO REMOVE � ST D W/ BATT WSUL BLEMISHES W FACTORY APPLIED PRIMER. REPRIME AND PAINT. w O� COLUMNS SHALL BE SMOOTH AND UNIFORM FOLLO`MNG FINAL Z Z F g Z Z PAINTING. Q � O y w w< i DIVISION 10 - SPECIALTIES - � Qo»��?> Y wK�U IYLL� 10 28 01 BABY CHANGING STATION. SEE TOILET DETAILS. � Z O� j� Q Z w m DIVISION 21 - FIRE SUPPRESSION - w Q F m vi a o ��❑ �z¢o��¢tt�LL� 21 10 01 FIRE RISER, REFER TO D-111 FOR E%ACT LOCATION AND F-510 >¢ U w U Q w w�-¢ FOR REQUIREMENTS. W d LL Q d' F y Z i�U' y KNUap w-ww oC�c7�N❑ DIVISION 22 - PLUMBING - =xa�>zwzLL�nz _tima�¢�wo¢a 22 10 01 SK-1, PHARMACY SINK AND CABWET FURNISHED BY WALGREENS. o rv 22 10 04 GWH-1, WATER HEATER ON PLATFORM � 7'-11" A.F.F. .o P - 22 10 23 INTERIOR ROOF DRAIN LEADER WITH THRU WALL CLEAN OUT (WHEN a USED). LOCATE IN STOCK ROOM AND COORDINATE W1TH FIXNRE a PLAN D-111. 22 10 27 STAINLESS STEEL SINK. m �� Nw DIVISION 23 - HVAC - REFRIGERATION - " �oQ nm 23 60 01 WALK-IN COOLER/FREEZER FURNISHED BY WALGREENS. ALL � a � "ROUGH-IN° BY GENERAL CONTRACTOR. SEE MECHANICAL o'a ^ DRAWINGS FOR LOCATION. o E� 23 60 13 PROVIDE 24" X 3fi' HINGED ACCE55 PANEL ABOVE COOLER W1TH � o g SILL HEIGHT AT 10" A.F.F. (ACCESS REQUIRED WHEN SURROUNDED � ��n 4 BY WALLS). o :; � A-311 • 9 Q _ _ DIVISION 26 - ELECTRICAL - � a� 26 OS 01 SLEEVE THROUGH WALL FOR ELECTRICAL (WHERE APPLICABLE). SEE w °`^ Z DETAIL C/A-510. i � � > -310 � ¢ a � _ a< � 3 � '� � = o 4 � � _ � 0 � > S o tUn w w o w � a Q o (n 3 Z A-311 � � � I I I W � N N 1/i y <09 90 O� F H F fD <09 77 03> <08 41 01 n""' 4 0 0 O N N W N � � H I I I I � \ \ � �� REFER TO FLOORING PLAN, SHEE1 I-111, FOR ALL FLOOR FlNISHES. REFER TO ROOM � M� Z FINISH SCHEDULE ON SHEE1 I-111 FOR ROOM FlNISHES � �, � � 2 � � 1 o A-511 � Q � - _ - I ` � _ - a K '�''ae" M � W I � Z Z Z r � a, w�Qw i � w W�� DEPRESSED SLAB -3�4 m � Z Z F � WALK OFF MATS I � - -§ I rn � W � ,P � � � W J H� a a O a � ¢ I � I PROVIDE ENGINEERED SHOP DRAWINGS OF LIGHi GAUGE MEiAL SND FRAMING � � � O U A-610 FOR REVIEW. WALLS FRAMED IN DOUBLE HIGH SPACE 'MLL REQUIRE O (n OS 41 OU I I I I^k° AS E�URED FORASUPPOR��OFtWALLSUAND58ULKHEADSN� FRAMING i0 ROOF O � - - _ � _ � � - - - _ � I PARTITION SCHEDULE, LEGEND, & � i w�Ab �o��MN CEILING DATA `MT CLEAR A IZED BREAK ABBREVIATIONS: , �. METAL TO MATCH m��o�� aw^ m�-o^ +v-o^ CURTAIN WALL GWB: GWSUM WALL BOARD Q TO A MINIMUM OF 3" ABOVE CEILING m A-315 r-s3^ R: TO ROOF DECK (OR FLOOR ABOVE) o � a WR: WATER RESISTANT (ALL PLUMBING WALLS) H Z � � } p fi'X 22 GA. MTL. STUDS, 24° O.C. TO ROOF DECK (SECURE� TO ROOF � � m� n W� �r (MINIMUM) 1�HOUR ASFRE�UI ED B`Y CO E)_SIDE UP TO ROOF DECK, 0¢�� W� 0 U Q m H� p a 3 � � ¢ w x �in ROOFFRAMNG) W1iH 5�8 DGWH ON ACH S�fioiO ROOFSDECK.EO TO U y p r❑ a' r � TWO ROWS 3-5/8"X 22 GA. MTL STUDS, 24" O.C. WITH ALTERNATE �N PROVIDE 5/8'EWR GWH BOiHASID S UPOi0n0EL NG ONLOP AT CEILING. A� 1 1 1 COPYRIGHT OO 2012 WALGREEN CO. ALL RIGHTS RESERVED �� m' n;' ie-�;� 3a.io�. 34F" 33'-0%' 35•q1§•• REFERENCED KEYED NOTES DNISION 05 — METAL — OS 10 02 LADDER WITH FRP ON WALL LADDER TO HAVE QEAR PATH TO ROOF. COORDINATE W/ ROOF FRAMING_ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES - 06 10 01 ��4° THIGK X 4'-0" HIGH MASONITE WAINSCOT WITH J-BEAD TOP. 06 10 02 PLASTIC LAMINATE COUNTER AND CABMETS CONTRACTOR TO PURCHASE FROM PREMIER EUROCASE. SEE SHEET D-111 FOR LENGTH. SUPPORT COUNTER ON CABWETS BELOW AND WITH CLEATS ALONG WALL LEAVE 7-10" CLEAR FOR REFRIGERATOR DIVISION 07 - THERMAL AND MOISTURE PROTECTION - 07 21 01 I ISOLATE TOILET ROOMS WITH SOUND ATTENUATION BLANKETS, FULL LENGTH, HEIGHT, AND DEPTH OF WALL QNTERIOR WALLS ONLI�_ DIVISION 08 - OPENINGS - OS 30 11 ROLLING SECURITV GRILLE- SEE SHEET D-111. OB 41 01 STOREFRONT. SEE INTERIOR AND EXTERIOR ELEVATIONS. � 1/8„ _ �, �,. AUTOMATIC SLIDING DOOR ENTRANCE (AS SHOWN) OR AUTOMATIC SWING-OPEN DOOR ENTRANCE (WHEN REQUIRED PER WALGREENS PROJECT FlXTURE PLAN). N 09 - FINISHES - 3 WALL CHASE M FURRING FOR WIRING. SEE DRNE THRU DETAILS. � LEAVE OUT PORTION OF GWB IN 7'-0"W. X 7'-3°H. HEADERED OPENING (OPPOSITE RECEIVING DOOR AND 4'-0° MIN_ FROM ANY OPENING) PoR PALLET DELIVERY OF FlHTURES_ MRLL WALL AFTER DELIVERY. 3 STAINLE55 STEEL COLUMN WRAP, 4'-0" H_ PROVIDE ON ALL SALES AREA COWMNS (SEAMS TOWAR�S GONDOLAS). � 3-1/7' X 3-1/2" X 48" HIGH PREFABRICATED CORNER GUARD - STAWLE55 STEEL WITH FOUNDED CORNERS_ SAND STEEL COLUMNS EXPOSED IN SALES AREA TO REMOVE BLEMISHES W FACTORY APPLIEO PRIMER. REPRIME AND PAINT. COWMNS SHALL BE SMOOTH ANO UNIFORM FOLLOWING FlNAL PAINTING N 10 — SPECIALTIES — BABY CHANGMG STATION. SEE TOILET DETAILS. N 21 — FIRE SUPPRESSION — IFIRE R6ER, REFER TO D-111 FOR ExACT LOCATION AND F-510 FOR REQUIREMENTS. N 22 — PLUMBING — SK-1, PHARMACY SINK AN� CABWET FURN6HED BY WALGREENS_ GWH-1, WATER HEATER ON PLATFORM � 7'-n" A.F.F. INTERIOR ROOF DRAIN LEADER WITH THRU WALL CLEAN OUT (WHEN USEO). LOGATE M STOCK ROOM AND COORDINATE WITH FIXTURE PLAN D-��. ' STAINLE55 STEEL SMK N 23 — HVAC — REFRIGERATION — WALK-IN COOLER�FREEZER FURNISHED BY WALGREENS. ALL "ROUGH-IN" BY GENERAL CONTRACTOR SEE MECHANICAL DRAWINGS FOR LOCATION. PROVIDE 24° X 36" HINGED ACCESS PANEL ABOVE COOLER WITH SILL HEIGHT AT 10° A F.E (ACCESS REQUIRED WHEN SURROUNDED BY WALLS). N 26 — ELECTRICAL — �SLEEVE THROUGH WALL FOR ELECTRICAL (WHERE APPLICABLE)- SEE DETAIL C/A-510. EMANUFACTURED / DESIGN BUILD METAL CANOPY REQUIREMENTS METAL CANOPY SYSTEM WITH HANGER RODS - SYSTEM TO BE f0 ARCHITECTURAL SHADE PRODUCTS (770) 590-1230 AND )DATE THE FOLLOWING REQUIREMENTS 1 TO BE ANODIZED TO MATCH CURTAIN WALL IFACTURER TO ENGMEER AND COORDINATE CONNECTIONS TO PROVIDED STEEL -M TO ACCOMMODATE AND CONCEAL SPECIFlED RECESSED LED DOWN :TURE - COORDINATE LOCATIONS WITH CANOPY STRUCTURE IDE GUTTER SYSTEM WITH DOWNSPOUTS AT LOCATIONS INDICATED SOFFIT PANELS TO BE UTILIZED IEER CANOPY TO SUPPORT WALGREENS "W" SIGN TO BE LOCATED AT = GANOPY NEAF FRONT EDGE - COOFDINATE MOUNTING AND AL REQUIREMENTS WITH SIGN T E�GE PRORLE TO 9E CHANNEL SHAPE� AN� 12" TALL WITH NE STIFFENER PLATES PER ELEVATIONS -METHOD OF WNCEALING LIGHT FlXTURES AND WNDUIT FROM TOP PY 'ARTITION SCHEDULE, LEGEND, & CEILING DATA ,T�oNs 'SUM WALL BOARD MINIMUM OF 3'" ABOVE CEILING )OF DEGK (OR FLOOR ABOVE) -R RESisTnNT (n�� awMaiNC wn�s) 1"'X 22 GA MTL STUDS, 24" O.C. TO ROOF DECK (SECURED TO ROOF -RAMING) WITH 5/8° FIRECODE GWB EACH SIDE UP TO ROOF DECK, �(MINIMUM 1 HOUR AS REQUIRED 6Y CODE). � 3-5�8"X 22 GA. MTL SiUDS, 24" O.C. TO ROOF DECK (SECURED TO in ROOF FRAMING) IMTH 5/8° GWB ON EACH SIDE TO ROOF DECK. � TWO ROWS 3-5�8"X 22 GA_ MTL STUDS, 24" 0_C. WITH ALTERNATE 'I STUDS SECURED TO RWF FRAMWG AND OTHERS W STOP AT CBLING. � PROVIDE 5/8" WR GWB BOTH SIOES UP TO CEILING ONLY. � � � N Z Z Q O Z � O N Z W � N gzo� a � g � W Z J J w3 �p�0 J Z � W UQ�LL LL � W y W w � � �Unuinrrrq �.�Pg GENF �� c�ZO ,. �EV�srea�•., ! % ' No. ' � � _ * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�j�G��l��\ �, � �`� � O� r zz �gz°z ¢ ��yww?i 2 �UJJF=� � QO>> i F z> �o � v<FoFaa�4°w > QUwUQ W W N�-` Q wa"¢ttxrww�w d' Ua-Ft�ZI�u1 w Nww�oc�c7�N❑ =�vaia�¢�wo¢¢ 0 P O N o Q m a a c �. _� \ Nw N a� � a� o a^ ° °� � o � HO Q N O �� P N N W � a i: � a �- OM F d' n x `w� o � ¢ � a � 3 = • 3 r u� m Z J a �' O O LJL � Z O U W � a M M � � W m � � Z U.� � � � vJ Z w w � J > 2 O F a � U N w o (n Z O � i W � � W F 4 0 � 0 Q 0 � W Q Z Z r J Q w W p v� � Z F Z �J � w _ � W � Q a O U N V M 0 N N m � a z z o 3 < a W � � W � U Q Ul H i U Y 0 r � K A-112 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED REFERENCED KEYED NOTES DIVISION O5 - METAL - OS 10 02 LADDER WITH FRP ON WALL LADDER TO HAVE CLEAR PATH TO ROOF. COORDINATE W/ ROOF FRAMING. DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES - O6 10 01 1/4" THICK X 4'-0" HIGH MASONITE WAINSCOT WITH J-BEAD TOP. O6 10 02 PLASTIC LAMINATE COUNTER AND CABINETS. CONTRACTOR TO PURCHASE FROM PREMIER EUROCASE. SEE SHEET D-111 FOR LENGTH. SUPPORT COUNTER ON CABINETS BELOW AND W1TH CLEATS ALONG WALL LEAVE 2'-10° CLEAR FOR REFRIGERAIOR. � 1/8„ _ �,_�,. 07 - THERMAL AND MOISTURE PROTECTION - ISOLATE TOILET ROOMS `MTH SOUN� ATTENUATION BLANKETS, FULL LENGTH, HEIGHT, AND DEPTH OF WALL (INTERIOR WALLS ONLY). OS - OPENINGS - ROLLING SECURITY GRILLE. SEE SHEET D-111. STOREFRONT. SEE INTERIOR AND EXTERIOR ELEVATIONS. AUTOMATIC SLIDING DOOR ENTRANCE (AS SHON7J) OR AUTOMATIC SWING-OPEN DOOR ENTRANCE (WHEN REOUIRED PER WALGREENS PROJECT FlXTURE PLAN). 09 - FINISHES - WALL CHASE W FURRING FOR WIRING. SEE DRIVE THRU DETAILS. LEAVE OUi PORiION OF GWH IN 7'-0°W. X 7'-3"H. HEADERED OPENING (OPPOSITE RECEIVING DOOR AND 4'-0" MIN. FROM ANY OPENWG) FOR PALLET DELIVERY OF FlXTURES. WFlLL WALL AFTER DELIVERY. STAINLESS STEEL COLUMN WRAP, 4'-0" H. PROVIDE ON ALL SALES AREA COLUMNS (SEAMS TOWARDS GONDOLAS). 3-1/2" X 3-1/2° X 48° HIGH PREFABRICATED CORNER GUARD - STAINLESS STEEL `MTH ROUNDED CORNERS. SAN� STEEL WWMNS EXPOSED IN SALES AREA TO REMOVE BLEMISHES W FACTORY APPLIED PRIMER. REPRIME AND PAINT. COLUMNS SHALL BE SMOOTH AND UNIFORM FOLLO`MNG FINAL PAINTING. 10 - SPECIALTIES - BABY CHANGING STATION. SEE TOILET DETAILS. 21 - FIRE SUPPRESSION - FIRE RISER, REFER TO D-111 FOR E%ACT LOCATION AND F-510 FOR REQUIREMENTS. 22 - PLUMBING - SK-1, PHARMACY SINK AND CABWET FURNISHED BY WALGREENS. GWH-1, WATER HEATER ON PLATFORM � 7'-11" A.F.F. INTERIOR ROOF DRAIN LEADER WITH THRU WALL CLEAN OUT (WHEN USED). LOCATE IN STOCK ROOM AND COORDINATE W1TH FIXNRE PLAN D-111. STAINLESS STEEL SINK. 23 - HVAC - REFRIGERATION - WALK-IN COOLER/FREEZER FURNISHED BY WALGREENS. ALL "ROUGH-IN° BY GENERAL CONTRACTOR. SEE MECHANICAL DRAWINGS FOR LOCATION. PROVIDE 24" X 3fi' HINGED ACCE55 PANEL ABOVE COOLER W1TH SILL HEIGHT AT 10" A.F.F. (ACCESS REQUIRED WHEN SURROUNDED BY WALLS). 26 - ELECTRICAL - SLEEVE THROUGH WALL FOR ELECTRICAL (WHERE APPLICABLE). SEE DETAIL C/A-510. =MANUFACTURED / DESIGN BUILD AETAL CANOPY REQUIREMENTS ETAL CANOPY SYSTEM WITH HANGER RODS - SYSTEM TO BE � ARCHITECTURAL SHADE PRODUCTS (770) 590-1230 AND ATE THE FOLLO`MNG RE�UIREMENTS: TO BE ANODIZED TO MATCH CURTAIN WALL ACTURER TO ENGINEER AND COORDINATE CONNECTIONS TO PROVIDED �TEEL I TO ACCOMMODATE AND CONCEAL SPEQFlED RECESSED LED DOWN JRE - COORDINATE LOCATIONS WITH CANOPY STRUCTURE E GUiiER SYSiEM W1iH DOWNSPOUiS Ai LOCA110N5 INDICAIED OFFIi PANELS i0 BE UiILIZE� ER CANOPY TO SUPPORT WALGREENS "W" SIGN TO BE LOCATED AT CANOPY NEAR FRONT EDGE - COORDINATE MOUNTING AND _ RE�UIREMENTS `MTH SIGN EDGE PROFILE TO BE CHANNEL SHAPED AND 12" TALL `MTH "_ STIFFENER PLATES PER ELEVATIONS METHOD OF CONCEALING LIGHT FIXTURES AN� CONDUIT FROM TOP '�RTITION SCHEDULE, LEGEND, & CEILING DATA ONS: !UM WALL BOARD INIMUM OF 3" ABOVE CEILING �F DECK (OR FLOOR ABOVE) t RESISTANT (ALL PLUMBWG WALLS) { 22 GA. MTL. STUDS, 24° O.C. TO ROOF DECK (SECURE� TO ROOF AMING) `MTH 5/8" FIRECODE GWB EACH SIDE UP TO ROOF DECK, (MINIMUM 1 HOUR AS RE�UIRED BY CODE). 3-5/8'X 22 GA. MTL. STUDS, 24" O.C. TO ROOF DECK (SECUREO TO ROOF FRAMING) W1iH 5�8° GWH ON EACH SI�E i0 ROOF DECK. TWO ROWS 3-5/8"X 22 GA. MTL STUDS, 24" O.C. WITH ALTERNATE STUDS SECURED TO ROOF FRAMING AN� OTHERS TO STOP AT CEILING. PROVIDE 5/8° WR GWH BOiH SIDES UP i0 CEILING ONLY. Z Z 4 � Z � O N Z W � N �zpo a�� W Z J J w� H��p J Z � W U¢�LL LL C7 W y w w � � ��UUUiinr�q � r� GEI�e : ��P ,........ �O �% � �O : ��14ER� •.� �� No. � � � _ * ? AR19600180 ; * _ : STATE OF : - / •.�WOIPNP..•: c AR � �. K��V�f�!��V� N I � K � U1 O� r zz �gz°z Q ��}WW=2 2 �f/1 JF=0 � Q O» i F z> UQ�Qt�/1Q0 �OO > QUwUQ W W ��-` 6 wa"¢�xrww�w � Uap�tqZl�m N HN =ia�>zwzLLmz _tima�¢�wo¢a 0 P o N P m Q a c� _� \ Nw oQ a °' � a� o 'a ^ ° °� � op � NO a u+ o °i � � 7P N N O� � ai: � a .- � s° � s `w� o ' a � a � 3 Z ' ; N m Z J a � O O J LL 0 Z O U W � a � M � � W m � � Z W � O � � � � O 0 0 � a o � � � w U > S o tn w w o w tt a Q O (n Z O � i w � � n '� � o ° ° w N � � H � N O � ^ � � �IMI�IZ � Z w w � J > 0 Q 0 � W Q Z Z r J Q w W p m � Z F Z �J � w K � Q a O U N 7 M 0 N N m � d Z z � � ¢ a W 0 U Q N H� U Y � r O K A-112 COPYRIGHT OO 2012 WALGREEN CO. ALL RIGHTS RESERVED COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED � � `BOTTOM OF SIGN AT 10'-0" A.F.F. � AISLE MARKER DETAIL _ 1/2., _ �,_�„ 6._� .� 6�_� „ = j; HANGING POIN 5 HANGING POIN S N �p A.4 � � A.C.T. O 9'-0° � KE CAI A.C.T. O 9'-0' A.F.F. � A.QT. O 9'-0' A.F.F. I PH�Y SEATING— � A.C.T. O 10'-6" A.F.F. GENERAL� STOCK EXPOSED CEILING; � SUSPENDED LIGHTING FlXTURES O 14'-0° A.F.F.. SEE DETAIL 3/I-231 I I 3'-9•' 2�-6" 2�-6• 2•-6° 2'-6" m �\ O ; O O rO O O� � '�__` �-�-�-�1�� \� -T== �--T=r-�--T-r=�==�: � 51 PHARMACY SOFFIT DETAIL 1/4. _ �. 0.� � COORDINATE LED DOWN GHT PLACEMENT YA7H CANOP I FRAMING I --- PHARMACY� CONSULT ROOM PASSAGE � � n.c.r. o A.C.T. O A.C.T. O I 10'-6° A.F.F. 8'-0" A.F.F.1 8�-0" A.F.F. I a O O I V�V� �■�I �,al �, � • � � � � 51RUCiURE ABOVE TO BE PAINTED WHITE.� � � � � f � t7' 8 � 7'-3 " 7'-3�" �--� y — ��_5.. �•_g•• � � . �<OB 30 635 ,�. � 6i �. 14•-10° .<08 30 02 � . �: I SLOPING � p � �eorroM OF SIGN AT 8'-0° A.EF. I I � STO K STORAGE ' � � GWH @ 4'-0" A.F.F 1< CHECK OUT SIGN DETAIL HWR R 7EQ CEILING 2 1/4.� _ ��_�, I +14'-0" f1 COORDINATE LED DONM LIGHT I Q O . 1 .�f�l FRAMWGNi WIiH CANOPY I I I � N I � � I 8,_0.. �z Qa — � — ' � � � S� �� 0 0 II WOM AC7 AT GWH O 8�0' A.F.F. � �4-�0 13~0' CHANNEL CdLING J01 �^ ANGINM G POINiS A.F.F. � FOR SERVICE ACC 5�_9. *BOTTOM OF HALO SIGN AT 8'-0" A.F.F. TOP OF MENU BOARD TO ALIGN WITH BOTTOM OF HALO SIGN � CONNECTED SIGN DETAIL J 1/4.� _ ��_�� bNB 6 6'-10" A.� F.F. PORTER CLOSET GWH O 8'-0' A.F.F. ON CHANNEL CEILING JOISTS FIRST FLOOR REFLECTED CEILING PLAN 1/8„ _ �,_�,. A � � - <10 14 14 OU 2•9• I 4•9, 15'-B" �� 1RB" ia � � �\ e \ \\�� \� \\� G � 0 � ELECTRICAL AREA� EXPOSED I CEILING; SUSPENDED LIGHTING FIXNRES O 14'-0' A.F.F., SEE DETAIL 3/I-231 � o I � 15'B' REFERENCED KEYED NOTES DNISION 08 — OPENINGS — OB 30 02 ACCESS PANEL WIiH KEYED LOCK (BY GENERAL CONIRACIOR). OB 30 03 COORDINATE ACCE55 PANEL LOCATIONS TO NOT INTERFERE WITH TOILEI PARTI110N5 OR EQUIPMENI BELOW. OB 30 04 pq" % 36" ACCESS PANEL. SILL AT 10'-0" A.F.F. FOR ACCESS ABOVE WOLER. DIVISION 09 — FINISHES — 09 29 11 CASED OPENING. SEE WTERIOR ELEVATIONS. DIVISION 10 — SPECIALTIES — 10 14 01 HANGWG SIGN BY WALGREENS. SEE D-111 & I-211. 10 14 02 WALL MOUNTED SIGN BY WALGREENS. SEE D-111 & I-211. 10 14 03 "SECURITY CAMERA" SIGNAGE, HUNG AT THE 19" CCTV DOMES, 5" CCTV MULTI-POSITION GLOBES, AND E%POSED CAMERA. FURNISHED AND WSTALLED BY WALGREENS. (TYPICAL) DIVISION 28 — ELECTRONIC SAFETY AND SECURITY — Y EJ E.9 � ' � TECH ROOM I I �I EXPOSED CEILING; � �FFICE pASSAGE � SUSPENDED LIGHTIN FlXTURES O 14'-0° A.C.T. O GWB CEILING O 9'-0" A. .F. A.F.F 9'-0° A.F.F. o Q o Q o rG09 29 1 U :�i �._6.. ia.o� � a �t08 30 03 � � ` a ao oz EM LOYEE ROOM � GK8 O 10'-0" A.F.F. ON CHA NEL CEILING JOISTS I .: F(�' ERVICE ACCESS WALK—IN <oa ao oa a oa 30 0> 0 LER FREEZER ______ E%POSED CEILING; o O o 0 o SUSPENDED . LIGHTING FIXNRES � . � 6 14'-0° A.F.F., <09 29 11 <09 29 11 SEE DETAIL 3/I-231 � ""' �. """"""" """""""" '"""" """"" " """""""" """' '�' , IF THERE IS A � FINISHED CEILING PROVIDE FINISH 0 �q Q �Q �q z ESCUiCHEN RING. BY WALGREENS , , INSTALL BY ia.o� n EXISTMG ROOF STRUCTURE UNISTRUT P3001, CROSSING MIN. OF TWO JOIST. AND ATTACHED TO JOIST HANGING STEEL ASSEMBLY AND MONITOR SUPPORT STEEL FROM PEERLESS, ECN-13522-WAG. INSTALLED BY CONTRACTOR CONTACT PEERLESS AT 877A29.1598 � �� TV MONITOR ROOF SUPPORT `) 1/2„ _ �,_�,. ?I m � 4 a — — � �� 0 I � � o i II Q I L --- I — J COORDINATE LED DOWN LIGHT PLACEMENT YA7H CANOPY FRAMING DRAWING LEGEND 4 � SUPPLY AIR � RETURN OR E%HAUST AIR �—�. 1RACK LIGHIING -FWORESCENT LIGHTING - SEE LIGHTING SCHEDULE ON E-520 FOR FIXTURES � PHARMACY WAITING PENDANT LIGHT (BOTTOM � 8'-0" A.F.F.) o SLOT LIGHT � WALL MOUNiED LIGHi � EXIT LIGHTING o CAN LIGHT —� - RECESSED LIGHT � SPEAKER SPEAKER WITH INTEGRATED VOLUME CONTROL � � 5" CCN MULiI-POSITIONAL GLOBE � PERSONAL V1EW MONITOR o CONCEALED SPRINKLER HEAD (16� % 16� MAXIMUM SPAqNG) Z Z 4 � Z � O N Z W � N �zo° a�� W Z J J W � H��p J Z � W U¢�LL LL C7 W y W � � ��,,,,, S cENe : ��P ,........ �O �% � �O : ��14ER� •.� �� ' No. •' <' _ * ? AR19600180 ; * _ ; : STATE OF ; c ••�•• /NOIPNP�.•• C qR �� : �� N I 1.. � �m O� r zz �gz°z ¢ �4yww=i 2 �f/1 JF=0 � Q O» i F z> UQ�Qt�/1Q0 �OO > QUwUQ W W ��-` 6 wa"¢�=rww�w K NUa0�t9?FNm =ia�>zwzLLmz _tima�¢�wo¢a P � P m Q a c� � Nw oQ a °' � a� o 'a ^ ° °� � op � NO ¢ � O u� � 7P N N O� w a� � �� >s a � a � 3 Z ' ; N � � � � O 0 0 � = o � � � w U > S o tn w w o w tt a Q O (n Z O � > w � N N 1/i y r r r m h n n s s � � � ¢ � N o � � � � � � d M N Z � � a � : M U� W Z Z Z r � a, w � Q w w o m i m W c� z� z i j � � W � I Z J � � a I I Q � � O U I � � I N I � ) J ) _ � - o N } O � m O N� d � Z Z o� n Q 2 a.:� W I A-121 COPYRIGHT OO 2012 WALGREEN CO. ALL RIGHTS RESERVED COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED COPYRIGHT O 2012 WALGREEN CO. ALL RIGHTS RESERVED <07 60 45� 07 60 45> SECTION A-A � �� DE AIL 1 SECTION B-B SECTION C-C 07 60 45> DETAIL 2 07 60 40> / � 07 60 43> I I.., i G07 60 44> <07 90 <32 90 1" < 10" i NOTE: PAINT ALL METAL FLASHING G07 60 39Y �g^ \ G07 60 46 � SCUPPER DETAILS N.T.S. [:HliS�Y7 � � �l A.4 � I � <22 10 2 �1 � � \ / � / � \ � \ I � I / \ / I � I � �\ / / � /� \ / �/ - �j- - - I PPEN T(�BELOW \ / \07 60 3U / � �� \ \ I �/ � \ / \ � \ I o / \ M l� \ / '1 \ _ _ � I / �2 �� ??I � 0 � SEE SHEET M-520 FOR ORIENTATION DETAIL I � 1.1 1 — � � <23 60 03Y <23 61 64 NOTE DETAIL CAN BE ROTATED BUT NOT MIRRORED 2�-�� 2 CONDENSER CURB & PORTAL DETAIL ,_„z„=,,_o„ 60 3U 60 JU I � - - � - 07 60 3U � ROOF LOPE � 61 02> 50 Ob> I I <32 90 01 � PROVIDE 6'-0" CLEARANCE AROUND I SATELLITE DISH TO ANY ROOF TOP <07 50 21 � � STRUCTURES. VERIFY DISH HAS CLEAR \ SIGHT TO SATELLITE - SOUTH (SEE � \ ANTENNA ORIENTATION DETAILS, ELECTRICAL � � DRAWWGS, AND SATELLITE MAST DETAILS) � � � 1 � I ROOF SLOPE \ ^ � � ROOF SLOP� \� i � �G07 50 01Y� � � 50 03> � I � SLOPE '" � � i ROOF SLOPE 50 2U 50 02> 50 2U 5� a2> so 2u 50 03> IQI Q2 10 ' (iYP.) <07 60 31 REFERENCED KEYED NOTES ��a� Z � O N Z W � N DIVISION 07 - THERMAL AND MOISTURE PROTECTION - g z o 0 07 50 01 MEMBRANE ROOF. PROPER ROOF DRAINAGE `MTH DISCHARGE TO a��`O STORM SEWER SYSTEM IS REQUIRED. W w J J 07 50 02 PROVIDE CRICKET AT ALL CURBS. � z o� ` U¢�LL 07 50 03 PROVIDE TAPERED WSULATION TO ENSURE POSITIVE SLOPE TOWARD � LL Z � ROOF DRAIN. c7 w w 07 50 21 ROOFTOP WALKWAY PADS TO BE PLACED AROUND ALL ROOFTOP w � EQUIPMENL (TYPICAL) � � 07 50 22 SPLASH BLOCK ON WALKWAY PAD BELOW WATER DISCHARGE ON ROOF. NOiE: IN HIGH HUMIDIIY LOCAilONS AS DEFINED IN MECHANICAL DRA'MNGS, RUN CONDENSATE PIPING FROM RTUS TO AN APPROVED RECEPiOR. 07 60 30 PIPE PENETRATION THROUGH ROOF DIRECTLY OVER COOLER/FREEZER. SEE DETAIL 7/A-520. 07 60 31 PARAPET `MTH SHEET METAL COPING. SEE SHEET A-510 AND A-520. 07 60 32 GAS LINE PORTAL. 07 60 39 PROVIDE (3) 1" OVERFLOW HOLES. �//��\ 07 60 40 GALVANIZED SHEET METAL COUNTERFLASHING. E.B ( F f 07 60 41 STAWLESS SiEEL 1HRU WALL LINER. BOiiOM OF OPENING LOWER Y THAN COMPLETED ROOF TO ENSURE DRAINAGE. �� iii�� 07 60 42 ROOF SIDE OF SCUPPER. �� GEN �ii 07 60 43 1�-0"W X 1•-0°H OPENING. c�,ZO :��4ER�•., �! � I I 07 60 44 FLASHING AT ROOF SIDE OF SCUPPER. = i No. �: "� = 07 60 45 SOLDER (TYPICAL). _*�, ASTATEO080 �� * c 07 60 46 PREFINISHED 8° X 6" DOWNSPOUT AND i6" X 10° X 10° RECEIVER. � �•• WpipNP;: � \ 07 60 47 ROOF SCUTTLE. SEE DETAIL 7& 10/A-530. COORDINATE JOIST qRCH I �'� � SPACING TO LADDER LOCATION. i � N - 9 ELECTRICAL L1NE PORTAL SEE DETAIL ON A-520. �� 07 61 02 AWNING. 07 90 OB SEAL. w O� DIVISION 22 - PLUMBING - � ? o � 5¢¢ 22 10 i6 PH-1. POST HYDRANT. � � N � F=�� Q O» i F z> I I 22 �a zz DOWNSPOUT TO STORM SEWER (WHEN USED). LL �� a�� w �� z p>>�¢ Z w m 22 10 25 PWMBING VENT THROUGH ROOF. SEE DETAIL 8/A-520. U Q F Q� Q W� a'p Il DIVISION 23 - HVAC - REFRIGERATION - > Q cai w � Q w w�'-` ¢ 23 60 03 CONDENSING UNIT WG-3 FURNISHED BY WALGREENS, WSTALLED BY � d U a��'� � s� N REFRIGERATION CONTRACTOR ON THE ROOF CURB. THE ROOF CURB w N w w� o C9 c7 � N❑ I I PROVIDED BY THE GENERAL CONTRACTOR. = s a K> Z W Z LL�n Z _tima�¢�wo¢a 23 61 64 PIPE PORTAL - ELECTRICAL. o rv 23 80 04 WATER HEATER FLUE, UP THRU ROOF, FULL SIZE. SEE OETAIL .o 4�M-510. ° P 23 80 OS ROOF EXHAUSTER. SEE SHEET M-610. a 23 80 O6 ROOFTOP HVAC UNIT. SEE SHEET M-610. m. �� DIVISION 32 - EXTERIOR IMPROVEMENTS - � „=N 32 90 01 IRRIGATION SENSOR MOUNTING. COORDINATE LOCATION PER a� MANUFACTURER RECOMMENDATIONS AND JOB SPEQFIC BUILDING � Q � ORIENTATION. ^+ o �� I I � °g a u+ o °i � � LL 7P N N O� - w a� f C� x N� o � � I a s 3 Z ' ; N m LADDER PLATFORM AN� HANO RAILS FOR �07 50 01Y� STEPPING OVER BOTTOM TUBE - REFER TO - 1 / DETAIL 5/A-313 \ �� m � ROOF SLOPE p7 50 03> � I I I 'I' I iROOF SLOPE ROOFISLOPE � <07 50 21 1/4" PER FOOT � � � I I I � I � I <W 60 47 � � iROOF SLOPE I I I I - t� --------o� so au -- — — — — — — — — — — — — — — - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ � � � I � I � I �G07I61 02> I v ) 3 ROOF PLAN 1/8" = 1�_��• O � 61 02> � � Z � O ��= o� wo� � o w a o (n Z O � > w � N 1/i y H F m M M O O W � � Q (V O � \ \ � � M N Z � � a � � � W Q Z Z Z r a' w � Q w w w � Z m r^ z — � J � �/ � W � Q W J = � W o O � O U a � � � Z � ¢ � a � � � � � o � N H Z m J } O O N � O a � Z Z o 2� m „a a? .:, W s I A-131 COPYRIGHT OO 2012 WALGREEN CO. ALL RIGHTS RESERVED <07 60 45� 07 60 45> SEOTION A-A /� DETAIL 1 �� SECTION B-B SECTION C-C 07 60 45> DETAIL 2 07 60 40> i � 0� 60 43> I.., �0� 60 44> <a� so / NOTE PAINT ALL METAL FLASHING <32 90 01 /,1 l � �J � �° 0� 60 42> � �.. 2 �Z to" �<0� 60 39 �6" <0� 60 46 � SCUPPER DETAILS N.T.S. 60 30> \/ � � I A.4 � I <22 10 2'. (TY��) \ / \ / \ I \ \ I / \ / \ � / / �\ � \ / — �/ IOPEN TC�BELOW \ / 07 60 3U � � I/ \ � /I \ / \ / \ � o / \ M/ - - -\. / <22 10 22I � TYP. 9 �� SEE SHEET M-520 FOR ORIENTATION DETAIL I �.� � � � I <23 60 03Y <23 61 64 NOTE DETAIL CAN BE ROTATED BUT NOT MIRRORED z -0 2 CONDENSER CURB & PORTAL DETAIL ,_„z„=,,_o„ I I � - — 07 60 3U "' ROOF LOPE � I 61 02> 50 03> I I <32 90 01 I PROVIDE 6'-0° CLEARANCE AROUND I SATELLITE DISH TO ANY ROOF TOP <07 50 2� � � STRUCTURES. VERIFV DISH HAS CLEAR \ SIGHT TO SATEWTE - SOUTH (SEE � A ANTENNA ORIENTATION DETAILS, ELECTRICAL � � oRnwiNCS, nNO snre�ure Mnsr oera�s) � � � � � I RooF s�oPe � � � / RooF s�oP� \ � 4 I A-313 I I � J I � 80 06> � \/ �� i�� o� so zu so sn F---� I �/ I 60 3U 50 � 50 03> G0� W 01� I I _ � - "' R OF SLOPE � I �I � , RooF s�oPe 0] 50 2U �� 23 80 06 TO FIRST FLOOR � � � �07 50 2U L - J 23 60 03> 0� 50 OD 23 80 O6> 23 80 06>I I ��K�I OO � \I � II ��I O U ��I O L_J '<0� 50 OD O6> DUCT DOWN � TO FIRST FLOOR 07 50 02> PROVIDE GALVANIZED STEEL ACCE55 LADDER PLATFORM AND HAND RAILS FOR STEPPING OVER BOTTOM TUBE - REFER TO p7 50 01 r 7i IL J �T � y o� so �z> 50 02> so zu 50 02> 50 2U 50 03> � <22 10 ' (TYP.) <07 60 31 REFERENCED KEYED NOTES ��a° Z � O N Z W � N DIVISION 07 — THERMAL AND MOISTURE PROTECTION — g z p o 0� 50 01 MEMBRANE ROOF. PROPER ROOF DRAINAGE WITH DISCHARGE TO a��`� STORM SEWER SYSTEM IS REQUIRED. W w�� 0� 50 02 PROVIDE CRICKET AT ALL CURBS � Z p O UQ�LL 07 50 03 PROVIDE TAPERED INSULATION TO ENSURE POSITIVE SLOPE TOWARD LL Z � ROOF DRAIN_ C7 W W 07 50 2� ROOFTOP WALKWAY PADS W BE PLACED AROUND ALL ROOFTOP w � EQUIPMENT. (TYPICAL) � � 07 50 22 SPLASH BLOCK ON WALKWAY PAD BELOW WATER DISCHARGE ON ROOF. NOTE: IN HIGH HUMIDITY LOCATIONS AS DEFINED IN MECHANICAL DRAWINGS, RUN CONDENSATE PIPING FROM RTUS TO AN APPROVED RECEPTOR. 07 60 30 PIPE PENETRATION THROUGH ROOF DIRECTLY OVER coo�eR/FReezeR. see oe1a� �/n—s�o. 07 60 31 PARAPET WITH SHEET METAL COPWG SEE SHEET A-510 AND A-520. 07 60 32 GAS LWE PORTAL 0� 60 39 PROVIDE (3) 1" OVERFLOW HOLES. /�� 07 60 40 GALVAMZE� SHEET METAL COUNTERFLASHING. E.B � 0� 60 41 STAWLESS STEEL THRU WALL LINER. BOTTOM OF OPENING LOWER THAN COMPLETE� ROOF TO ENSURE DRAINAGE. 0� 60 42 ROOF SIDE OF SGUPPER. ��r� GENF O% 07 60 43 1'-0"W X 1'-0°H OPENING. � Z� �: �EV�4Fip�., (� � I I 0� 60 44 FLASHING AT ROOF SIDE OF SCUPPER. = ; No. ��= _ * : AR19600180 ; * _ 0� 60 45 SOLDER (TYPICAL). _ ; STATE OF : c 0� 60 46 PREFINISHED 8" X 6" DOWNSPOUT ANO 16" X 10° X 10° RECEIVER. '•. iNOinNP; �� 0� 60 47 ROOF SCUTTLE SEE DETAIL 7& �0/A-530. COORDINATE JOIST qRCHI �'� � SPAGING TO LADDER LOCATION. � � �� i - 9 ELECTRICAL LWE PORTAL SEE DETAIL ON A-520. � 0� 61 02 AWNING. 0� 90 08 SEAL � DIVISION 22 — PLUMBING — Q z o 0 5 Q� 22 10 16 PH-1, POST HYDRANT. � �� F Z�� r �n��-FZ> � I z2 �0 2z oowNSPOUt ro sTORM seweR (wneN useo)_ �i �� w°� w o� a 22 10 25 PWMBING VENT THROUGH ROOF. SEE DETAIL B�A-520. W Z O m� Q o Z� p DIVISION 23 — HVAC — REFRIGERATION — >� � w u Q w w y� Q 23 60 03 CONDENSMG UNIT WG-3 FURNISHED BY WALGREENS,INSTALLED BY � d U d� F N� 2� ti REFRIGERATION GONTRACTOR ON THE ROOF CURB- THE ROOF CURB w� w W� o(9 C7 ��❑ I I PROVIDED BY THE GENERAL CONTRACTOR. I s a K> 2 w Z LL�n Z _��na�¢�wo¢¢ 23 61 64 PIPE PORTAL - ELECTRICAL a N 23 80 04 WATER HEATER FWE, UP THRU ROOF, FULL SIZE SEE DETAIL .o 4/M-51Q ° � 23 80 OS ROOF EXHAUSTER. SEE SHEET M-6�0. a 23 80 06 ROOFTOP HVAC UNIT. SEE SHEET M-610- m �� DIVISION 32 — EXTERIOR IMPROVEMENTS — � m=� N 32 90 01 IRRIGATION SENSOR MOUNTING. COORDINATE LOCATION PER a� MANUFACiURER RECOMMENDATIONS AND JOB SPECIFlC BUILDING �� ORIENTATION. O Q^+ U �� o I � HO Q N o .°i•'� N , N N W — w a� OM F d' n i > �. U � I I ¢ a � 3 � , 3 u`^i m -1 - � DETAIL 5/A-313 � � jRooF s�oae m so os> � I I I � � � RooF s�oPE RooF s�oPE � <0� 50 21 �/4� PER FOOT � � � I I I I I � � <m so a� I � iROOF SLOPE I I I I +� --------0] 60 31 --- - - - - - - - - - - - - - - - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - _ _ _ _ � I I I � �0�� 61 02> � ) 3 ROOF PLAN 1/8„ _ �,_Q,. 0 � 61 02> z 0 � a � U N O (n Z � � i W � Y m Q 0 O 2 � O v � iM CI� W Q Z Z Z r a' w � Q w w w � Z v� z - � J � v � W � Q W J = � w o O � O U a ,6 � (n Z � Q � a LL 0 � � � o � N J O } O N � O d � Z Z o 2� t0 o ` 3 � ui W � � U Q m H> p a 3 a� ¢ w x UY Or � CCr A-131 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED �:�=�r�;�:, _• �..��`�_ � E F. 8� �� 8^ k` z 0 °a 0 W � ¢ w rc W w o ti i � p � � J 2 E w > O � N Q O ` w � I � A-210 ��:��:��<<. _•`�:.�a� •_ ,q�' ....�µ.-• .. � ��ao ��o= sa.00 > a 0 �� z�< ww<w p w o ��;p� 0 J 2 Z w > O � N Q O ` w � I � A-210 oi� � �� •# � xti_wem � R �`Y, �LOOSE LINTEL DETAILS �" '" � ELEVATION AT MTERIOR OF SERVICE AREA U„a.,a �:�=�r�;�:, _• �..��`�_ � y i O > O O E F. 8� �� 8^ k` z 0 rc tn w¢ � � i w W w o W u z � a-- J 2 E w j N ¢ > A-211 yxaiami � � � � � � �:�=�r�;�:, _• �..��`�_ � E F. 8� &� a^ s" z 0 °a 0 W � ¢ w rc W w o i K Q-- J 2 E w 0 � j N ¢ > � � m � I � /�L/� MEMBRANE ROORNG ASSEMBLY - MEGHANICALLY ATTAGHED WHITE-TPO ROOF MEMBRANE SYSTEM - 3" R-18 POLYISO INSULATION; UTILIZING MULTIPLE LAYERS AN� STAGGERED JOINTS - STFUCTURAL METAL DECK PRECAST WALL PANEL - LOAD BEARING - WSULATED CORE, R-12 FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL PoR MASONRY TIES @ 16" O.0 INTERIOR WALL FURRING - 1�" "Z" FURRING — �}" ao�rslraeNe WSULATION - 5�8" GYPSUM BOARD EXTEND SLAB EDGE INTO WINDOW OPENING CONCRETE SLAB AND REFERENCE STRUC INTERIOR WALL FURRING - 1�" °Z" FURRING - 1}' POLYSTIRENE wsu�nnoN - 5/8" GYPSUM BOARD CONCRETE FLOOR SLAB - 4" CONCRETE SLAB�, REFERENCE STRUCTURAL DRAWINGS - 15 MIL VAPOR BARRIER - 6" COMPACTED GRANULAR FlLL FOUNDATION WSULATION - R10 PRERNISHED METAL COPING - PREFlNISHED METAL COPING - WOOD BLOCKING � - WOOD BLOCKING - EXTEND ROOF MEMBRANE UP BACK -v I - EHTEND ROOF MEMBRANE UP BACN OF PARAPET, OVER BLOCKING AND OF PARAPET, OVER BLOCKING AND DOWN 1" 510 — -- --- DOWN 1" - PROVIDE REWFORCED LAP FLASHWG �- PROVIDE REWFORCED LAP FLASHING ioPOFaRecnsi qT gEN� IN MEMBRANE >� i` � 1oPOFaRecnsi qT BEND IN MEMBRANE a]'-11r2"0.FE I .3]'.tt?ARF I M LIGHT GAUGE METAL FRAMING � � LIGHT GAUGE METAL FRAMIN� WIiH PRESSURE iREATED WITH PRESSURE TREATED PLYWOOD SHEATHING MEMBRANE ROOFlNG ASSEMBLY I PLYWOOD SHEATHING I CREATING CORNICE - MECHANIGALLY ATTACHED CREATING CORNICE WMTE-TPO ROOF MEMBRANE SYSTEM � .. / BFS CORNICE - 3" R-l8 POLYISO INSULA710N�, I s BFS CORNICE - 1Yz" EIFS UTILIZING MULTIPLE LAYERS AND �� - �;�" EIFS - FWID APPLIED AIR WRLTRATION STAGGERED JOINTS I - FWID APPLIED AIR MFlLTf�ATION BARRIER - STRUCTURAL METAL DECK , BARRIER - 1/2° DENS GLA55 SHEATHING ��. - 1/2" DENS GLASS SHEAT ING - 3�" METAL STUD FRAMING �' �� - 3�g" METAL STUD FRAMIN� �.' / MEMBRANE ROORNG ASSEMBLY �� ` �� I - MECHANICALLY ATTACHED �oisreenairvc,� �oisraenaiNC,� WHITE-TPO FOOR MEMBRANE SYSTEM �� - 3" R-18 POLYI50 INSULATION; / UTILRING MULTIPLE LAYERS AND I ::.� /'_ I STAGGERED JOINTS - STRUCTURAL METAL DECK BRICK SOLDIER COURSE I �- BRICK SOLDIER COURSE I . .. .. .. .. .. .. .. .. ... � '� ------� CLAY VENEER MASONRY - MASONRY BLOCK - WALL TIES SPACED 16" 0-G VERTICALLY AND HORIZONTALLY - FLUID APPLIED AIR WFILTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY CONTINUOl15 FLASHING WITH MORTAR NET�, PLACE WEEPS � 32" O.C. HEP� HEIGHTh .z� LOOSE IJNTEL MASONRY SUPPORT WITH END CAPS AND CENTER STIFFENERS PER ELEVATIONS SECONDFLOORA N]6"AFF. JOIST BEARING � N6'-8" 0.F F. ALUMINUM CURTAINWALL - 2 Yi° X � Jz" MULLIONS - THERMALLY BROKEN � - 1" LOW °E° WSULATED GLA55 - FRONT SET 1 - CLEAR ANODIZED �.. , 6 . ,� WALL SECTION vz„ _ �,_o,. 3 5/8" LiGHT GAUGE METAL FRAMING WITH R-13 BATT WSULATION AND 5/8" GYPSUM DRYWALL SUSPENDED CEILING SYSTEM - ACT CEMENTITIOUS VENEER MASONRY - CEMENTITIOUS BLOCK�, REFERENCE ELEVATIONS - WALL TIES SPACED i6" O.C. VERTIGALLY AND HORIZONTALLY - FWID APPLIED AIR WRLTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY SILL HEIGHTh .� CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � 32° 0-C, FlNIHH FLOOR h � GROUT MASONRY SOLID BELOW FLASHING TOP OF FOOTING rl � 6" CMU BELOW GRADE; GROUT SOLID CONCRETE FOUNDATION, SEE STRUCTURAL DRAWWGS MTERIOR WALL FURRWG - 1�" "Z° FURRING - 1�" POLYSTYRENE INSULATION - 5/8" GYPSUM BOARD CONCRETE SLAB AND DECK�, REFERENCE STRUCTURAL DRAWINGS PRECAST WALL PANEL - LOAD BEARING - WSULATED CORE, R-12 FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � 16" 0 C MTERIOR WALL FURRING - 11�" "Z" FURRING - 17�" POLYSTYRENE MSULATION - 5/8" GYPSUM BOARD CONCRETE FLOOR SLAB - 4" CONCRETE SLA6; REFERENCE STRUCTURAL DRAWWGS - 15 MIL VAPOR BAFRIER - 6' COMPACTED GRANULAR RLL FOUNDATION INSULATION - R10 - wN� on mrve ' - INSULATED CORE, -12 � FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � 16' O.0 � INTERIOR WALL FU RIN - 1�" "Z� FU RING - 1�" POLYSII' ENE � INSUL TION - 5�8" GYPSUM B ARD � 1�" RECESSED MASONRY COURSE �. 6 e � � WALL SECTION �iz., _ �,_o„ SECON�FLOORiI �9'-6' AF F. JOISTBEARING A �i6�'-9'A F F CLAY VENEER MASONRY - MASONRY BLOCK - WALL TIES SPACED 16" QC. VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR INFlLTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY PROVIDE SLIP JOINT BETWEEN CEMENTITIOUS MASONRY AND CLAY MASONFY CEMENTITIOUS MASONRY ACCENT BAND �" RECESSED MASONRY COURSE PROVIDE SLIP JOINT BETWEEN CEMENTITIOUS MASONRY AND � CLAY MASONRY PRECAST WALL PANEL � - LOAD BEARING I \ - INSULATED CORE, R-12 FROM EDGE TO EDGE I -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES @ 16" O.0 CEMENTITIOUS VENEER MASONRY I - CEMENTITIOUS BLOCK; REFERENCE ELEVATIONS INTERIOR WALL FURRING - WALL TIES SPACED 16" QQ � VERTICALLY AND HORIZONTALLY - ��"Z� FURRING - FWID APPLIED AIR INFlLTRATION - 1�" POLYSTYRENE BARRIER WSULATION - MORTAR COLOR TO MATCH - 5�8" GYPSUM BOARD ADJACENT MASONRY CONCRETE FLOOR SLAB - 4" CONCRETE SLAB�, REFERENCE CONTINUOUS FLASHING WITH STRUCTURAL DRAWINGS MORTAR NET; PLACE WEEPS - 15 MIL VAPOR BARRIER @ 32" O.C. - 6" COMPACTED GRANULAR FlLL FlNISH FLOOR h � __�� . \-1 GROUT MASONRY SOLID � � pg `�Q ,,q� BELOW FLASHING roaoFFOOnNC,� FOUNDATION � -� MSULATION - R10 6" CMU BELOW GRADP, GROUT SOLID GONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS � I /' I � I n I a m . �6 0 �e ' � 3 WALL SECTION vz„ = i,_o„ � � - PREFlNISHED METAL COPING - PRERNISHED METAL COPING - WOOD BLOCKING - WOOD BLOGKING - EXTEND ROOF MEMBRANE UP BACK - EXTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND OF PARAPET, OVER BLOCKING AND DOWN 1" DOWN 1" - PROVIDE RBNPoRCED LAP FLASHWG - PROVIDE REMFORCED LAP FLASHING AT BEND IN MEMBRANE I AT BEND IN MEMBRANE 4 _ _ _ -510 TOPOFPRECASTiI I TOP OFPRECASTA '� MEMBRANE ROORNG ASSEMBLY � '3� EIFS CORNICE - MECHANICALLY ATTACHED �, �': EIFS CORNICE - 1Y�" EIFS WHITE-TPO FOOR MEMBRANE SYSTEM I - 1Yz" EIFS - FWID APPLIED AIR WFlLTRATION - 3" R-18 POLYI50 WSULATION; I - FWID APPLIED AIR MFlLTRATION BARRIER UTILIZING MULTIPLE LAYERS AND BARRIER - 1�2" DENS GLA55 SHEATHING STAGGERED JOINTS :� �� - ��p" DENS GLASS SHEATHING - 3 g�" METAL STUD FRAMING - STRUCTURAL METAL DECK I - 3�" METAL STUD FRAMING BRICK SOLDIER COURSE � OECK BEARING h �ECN BEPRING � �VARIES � �VARIES CLAY VENEER MASONRY BRICK SOLDIER COURSE - MASONRY BLOCK - WALL TIES SPACED 16" O.C. VERTICALLY AND HOPoIDNTALLY - FWID APPLIED AIR WRLTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY CONTINUOUS FLASHING WITH MORTAR NET�, PLACE WEEPS � 32" O.C. nEno HeicHrh � n .x� � LOOSE LINTEL MASONRY SUPPORT WITH END CAPS AND CENTER STIFFENERS PER ELEVATIONS . ... � AWMINUM CURTAINWALL - 2 Yz" X � Y2' MULLIONS - THERMALLY BROKEN - 1" LOW "E" INSULATED GLASS � - FRONT SET - CLEAR ANODIZED II 3 5/8" LIGHT GAUGE METAL FRAMING WITH R-13 BATT INSULATION AND 5/8" GYPSUM oerwn�� SUSPENDED CEILING SYSTEM — ACT STAMLESS STEEL SILL FLASHING SILL HEIGHTh �a�� AFF CEMENTITIOUS VENEER MASONRY — CEMENTITIOUS BLOCK; REFERENCE ELEVATIONS — WALL TIES SPACED 16" O.C. VERTICALLY AND HORIZONTALLY — FWID APPLIED AIR WFlLTRATION BARRIER — MORTAR COLOR TO MATCH ADJACENT MASONRY CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � 32" QC. FlNIHH FLOOR h � GROUT MASONRY SOLID BELOW FLASHING TOP OF FOOTING rl � 6" CMU BELOW GRADE; GROUT SOLID CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS PRECAST WALL PANEL - LOAD BEARING - WSULATED CORE, R-12 FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � 16" 0 C MTERIOR WALL FURRING - 17�" "Z" FURRING - 17�° POLYSTYRENE MSULATION - 5/8" GYPSUM BOARD � � �" RECESSED MASONRY COURSE CLAY VENEER MASONRY - MASONRY BLOCK - WALL TIES SPACED 16° QG VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR INFlLTRATION BARRIER - MORTAR COLOR TO MATCH A�JACENT MASONRY PROVIDE SLIP JOINT BETWEEN CEMENTITIOUS MASONRY AND CLAY MASONRY CEMENTITIOUS MASONRY ACCENT BAND �" RECESSED MASONRY COURSE PROVIDE SLIP JOINT BETWEEN CEMENTITIOUS MASONRY AND = CLAY MASONRY � /� �. �� I CEMENiI➢OUS VENEER MASONRY - CEMENTITIOUS BLOCK; I I REFERENCE ELEVATIONS - WALL TIES SPACED 16° O.C. VERTICALLY AND HORIZONTALLY I I - FWID APPLIED AIR INFlLTRATION BARRIER � - MORTAR COLOR TO MATCH I A�JACENT MASONRY CONCRETE FLOOR SLAB � - 4" CONCRETE SLA6; REFERENCE STRUCTURAL DRAWINGS I CONTINUOUS FLASHING WITH - 15 MIL VAPOR BARRIER MORTAR NET; PLACE WEEPS - 6" COMPACTED GRANULAR RLL I � 32" O.C. FiwsN Fwoa,� __ . � -��_.� •�_� � �J .• �' ��, y GROUT MASONRY SOLID BELOW FLASHING FOUNDATION I TavoFFOOnNC,� WSULATION - R10 � \ ' -1'-a'wFF. I ` p T 6" CMU BELOW GRADP, " I GROUT SOLID � ° � GONCFETE FOUNDATION, SEE SiRUCTURAL DRAWINGS I �' M ` I ` — — � — —I 4 WALL SECTION vz., _ �,_o„ � � � N Z Z Q O Z � O N K gzo� a � g � W Z J J w3 �p�0 J Z � W UQ�LL LL � W y W � � �Unuinrrp� �� s GENF . : ��P ,........ �O �% � �O �. �EG14ER�•�� i : N0. •�`�� * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�j�G��l��\ �, � �`� � O� r Z Z F g Z Z ¢ �4yww?i 2 �UJJF=� � QO>> i F z> �o � v<FoFaa�4°w > QUwUQ W W N�-` Q wa"¢ttxrww�w d' Ua-Ft�Zl�fn m 0 H t� w-ww oc�c7 ❑ =�vaia�¢�wo¢¢ 0 P O N o Q m a a a c �. _� \ Nw N a� � a� o a^ ° °� � o � HO Q N O �� P N N W � a i: w a �- OM F d'� i W� U � ¢ � a � 3 = • 3 r m 2 O a � U N w O (n Z Q � � W � Y m W F Q 0 O 2 0 0 � � iM CI� W Q Z Z Z r � w J Q w w w � Z v� � � Z � � /n � W � V Z W J H� a O � Q � O � O U � W � N � � > M o � N J O } O N � O J � m Ul N W a a z a ° w a � U Q t�i1 H> p a 3 a� ¢ w x U Y � r � K r A-311 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED MEMBRANE ROORNG ASSEMBLY - MECHANICALLY ATTACHED WHITE-TPO FOOR MEMBRANE SYSTEM - 3" R-18 POLY60 INSULATION; UTILIZING MULTIPLE LAYERS AND STAGGERED JOINTS - STRUCTURAL METAL DECK INTERIOR WALL FURRING - 17�" 'Z" FURRING - 1�" POLYSTYRENE WSULATION - 5/8" GYPSUM BOARD PRECAST WALL PANEL - LOAD BEARING - INSl1LATED CORE, R-12 FROM E�GE W EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � i6" O.0 CONCRETE FLOOR SLAB - 4" CONCRETE SLAB; REFERENCE STRUCTURAL DRAWINGS - 15 MIL VAPOR BARRIER - 6" COMPACTED GRANULAR FlLL FOUNDATION MSULATION - R10 � I - PREFlNISHED METAL COPING - WOOD BLOCKING - EXTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" - PROVIDE RBNPoRCED LAP FLASHING AT BEND IN MEMBRANE rocoraRecnsrh MEMBRANE ROOFING ASSEMBLY �g� - MECHANICALLY ATTACHED EIFS CORNICE WHITE-TPO FOOR MEMBRANE SYSTEM - 1Y" EIFS - 3° R-18 POLYI50 MSULATION; - FWID APPLIED AIR WFlLTRATION UTILIZING MULTIPLE LAYERS AND BARRIER STAGGERED JOINTS - 1�2" DENS GLA55 SHEATHING - STRUCIURAL METAL DECK - 3 g�" METAL STUD FRAMING JOIST BEARING � .30�'-0"A F F �" RECESSED MASONRY COURSE CLAY VENEER MASONRY - MASONRY BLOCK - WALL TIES SPACED 16" 0-C. VERTICALLY AND HOPoIDNTALLY - FLUID APPLIED AIR INFlLTRATION BARRIER - MORTAR COLOR TO MATCH . ADJACENT MASONRY m , . 6 � .% ,� WALL SECTION vz„ = i,_o„ PROVIDE SLIP JOINT 6ETWEEN CEMENTITIOUS MASONRY AND CLAY MASONRY CEMENTITIOUS MASONRY ACCENT BAND �" RECESSED MASONRY COURSE PROVIDE SLIP JOINT BETWEEN CEMENTITIOUS MASONRY AND CLAY MASONRY CEMENTITIOUS VENEER MASONRY - CEMENTITIOUS 6LOCK; REFERENCE ELEVATIONS - WALL TIES SPACED 16" 0-C. VERTICALLY AND HOPoIDNTALLY - FLUID APPLIED AIR INFlLTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � 32" QC. FlNIHH FLOOR h � GROUT MASONRY SOLID BELOW FLASHING TOP OF FOOTING h � 6" CMU BELOW GRADE; GROUT SOLID CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS PRECAST WALL PANEL - LOAD BEARING - INSULATED CORE, R-12 FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � 16" 0-C INTERIOR WALL FURRING - 1�" "Z° FURRING - 1�" POLYSttRENE MSULATION - 5/8" GYPSUM BOARD INTERIOR WALL FURRWG - 1�" "Z° FURRING - 1�" POLYSTYRENE MSULATION - 5/8" GYPSUM BOARD CONCRETE FLOOR SLAB - 4" CONCRETE SLA6; REFERENCE STRUCTURAL DRAWINGS - 15 MIL VAPOR BAFRIER - 6" COMPACTED GRANULAR FlLL FOUNDATION WSULATION - R10 � I ,ennl�tiir�nir� - PRERNISHED METAL COPING - WOOD BLOCKING - ExTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" - PROVIDE REWFORCED LAP FLASHMG AT BEND IN MEMBRANE 4 -510 � � TOPOFPRECASTA MEMBRANE ROORNG ASSEMBLY .33�'-1' A F.F - MECHANICALLY ATTACHE� ba4e . d P � f I I I BFS CORNICE WHITE-TPO FOOR MEMBRANE SYSTEM - lYs" BFS - 3" R-18 POLYI50 INSULATION; - FWID APPLIED AIR MFlLTRATION UTILIZING MULTIPLE LAYERS AND BARRIER STAGGERED JOINTS - 1/2" DENS GLASS SHEATHING - STRUCTURAL METAL DECK - 3 �g" METAL STUD FRAMING JOIST BEARING � �3� CLAY VENEER MASONRY - MASONRY BLOCK - WALL TIES SPACED 16" 0-C, VERTICALLY AND HORIZONTALLY - FLUID APPLIED AIR WFlLTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS p 32" 0_C- XEAO XEIGMT � .z� LOOSE LIMEL MASONRY SUPPORT WITH END CAPS AND CEMER STIFFENERS PER ELEVATIONS ALUMINUM CURTAINWALL - 2 Yz" X 7 Yi° M U W ONS - THERMALLY BROKEN - 1" LOW "E" INSULATED GLASS - FRONT SET - CLEAR ANODIZED 3 5/8° LIGHT GAUGE METAL FRAMWG WITH R-13 BATT INSULATION AND 5/8" GYPSUM DRYWALL GYPSUM BOARD CEILING ON METAL STUD FRAMING CEMENTITIOUS VENEER MASONRY - CEMENTITIOUS BLOCK; REFERENCE ELEVATIONS - WALL TIES SPACED 16" QC. VEFTICALLY AND HOFIZONTALLY - FWID APPLIED AIR MFlLTRATION BARRIER - MORTAR COLOR TO MATCH ADJAGENT MASONFY SILL HEIGHT � .� CONTINUOUS FLASHING WITH t MORTAR NET; PLACE WEEPS _ � 32" O.C. FlNISH FLOOR h � — GROUT MASONRY SOIJD BELOW FLASHING TOP OF FOOTING rL -1�'-a'AFF 6" CMU BELOW GRA�P, GROUT SOLID CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS WALL SECTION uz„ _ �._a., PRECAST WALL PANEL - LOAD BEARING — wsu�nreo corze, re—iz FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � 16" 0-C INTERIOR WALL FURRING - 1�" "Z° FURRING - 1�' POLYSTYRENE MSULATION - 5/8" GYPSUM BOARD EXTEND SLAB EDGE INTO WINDOW OPENING CONCRETE SL�B AND DECK; REFERENC STRUCTURAL DRAWINGS I I CONCRETE FLOOR SLAB � - 4" CONCRETE SLAB; REFERENCE STRUCTUFAL DRAWINGS - 15 MIL VAPOR BARRIER - 6" COMPACTED GRANULAR RLL r — — I I I I I FOUNDATION MSULATION - R10 � I .� II�. I� - PRERNISHED METAL COPING - WOOD BLOCKMG - ERTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" - PROVIDE REWPoRCED LAP FLASHING AT D�RANE LIGHT GAUGE M,ETAL FRAMING WITH PRESSURE TREATED PLYWOOD SHEATHING CR 4tdH P�S anE�d�S'£Fl •33�'-1"A F F EIFS CORNICE - 1Y¢" EIFS - FWID APPLIED AIR WFlLTRATION BARRIER - 1/7' DENS GLA55 SHEATHING - 3 �" METAL STUD FRAMING JOIST BEARING � �30�'-0"A F F CLAY VENEER MASONRY - MASONRY BLOCK - WALL TIES SPACED ifi" O.C. VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR WRLTRATION BARRIER PRECAST WALL P� - MORTAR COLOR TO MATCH - LOAD BEA ADJACENT MASONRY - INSULATED CORE, F FROM EDGE TO I -SMOOTH FACE W/ DOVE FOR MASONRY TIES � 16" CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � �.2.. O.C,. MEP�MEIGXT� n� LOOSE LIMEL MASONRY SUPPORT WITH END CAPS AND CEMER STIFFENERS PER ELEVATIONS AWMINUM CURTAINWALL - 2 Yz" X 7 Ys" MULLIONS - THERMALLY BROKEN - 1" LOW "E" MSULATED GLASS - FRONT SET - CLEAR ANODIZED WALGFEENS "W" SIGN To eE MOUNTED AT EDGE OF CANOPY - PROVIDE ELECTRICAL FEED - COORDINATE SUPPORT WITH CANOPY SUPPLIER � BOT.OF LANOPY �10'-0"A FF. PRE-MANUFACTl1RED METAL CANOPY - TIE RODS ATTACH THROUGH MASONRY AND PRECAST OR TIED BACK TO STRUCTURAL TUBES @ CURTAIN WALL ASSEMBLY - REFER TO SHEET A-112 FOR ADDITIONAL MFORMATION 3 5/8" LIGHT GAUGE METAL FRAMING WITH R-13 BATT WSULATION AND 5�8" GWSUM DRYWALL 2 A-510 IBOTfOM OFSTEELh DRIVE-THRU SERVIGE WINDOW;'� �REFERENCE A-7ID FOR MORE INFORMATION. COORDINATE WITH _ � INSTALLATION OF CURTAIN WALL � 6 �e r- I I I I I � - 3 _ -510 CEMENTITIOUS VENEER MASONRY - CEMENTITIOUS BLOCK; REFERENCE ELEVATIONS - WALL TIES SPACED 16" O.C. � VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR WFlLTRATION BARRIER CONCRETE SLP � - MORTAR COLOR TO MATCH ADJACENT SERVICE AREA; REFERI MASONRY CIVIL DRAW SILL HEIGHT� .� �— CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � � 32" O.C. FlNIHH FLOOR h � — MASONRY SOLID � ' � � a BELOW FLASHING ,�g TOP OF FOOTING rl � e" cMU eE�ow cRnoe; GR��T S��I� CONCRETE FOUNDATION, SEE SiRUCTURAL DRAWINGS 3 WALL SECTION vz„ = i,_o„ � I y d : . � �.e�e . 6 �. � n � ., • e. - PREFlNISHED METAL COPING - WOOD BLOGKING - EXTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" - PROVI�E REWPoRCED LAP FLASHING AT BEND IN MEMBRANE TOPOFPRECASTiI •33�'-1' A F F EIFS CORNICE - 1Yi' EIFS - FWID APPLIED AIR WFlLTRATION BARRIER - 1�2" �ENS GLASS SHEATHING - 3 g�" METAL STUD FRAMMG CLAY VENEER MASONRY - MASONRY BLOGK - WALL TIES SPACED 16" 0_C. VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR WRLTRATION BARRIER - MORTAF WLOR TO MATCH ADJACENT MASONRY �" RECESSEO MASONRY COURSE �1 COIIJNG METAL �OOR MOTOR AND CASE CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � 37' O.C. HEao nEicHr � .ta�'-0"A F F LOOSE LINTEL MASONRY SUPPORT WITH END CAPS AND CENTER STIFFENERS PER ELEVATIONS STEEL PLATE OVER DOOR HEA� AN� JAMB COILING METAL DOOR FlNISH FLOOR � � TOP OF FOOTING rl -��'-4' A F F CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS 4 WALL SECTION vz„ = i._o,. � � � N Z Z Q O Z � O N � gzo� a � g � W Z J J W 3 �p�0 J Z � W UQ�LL LL � W y W w � � �Unuinrrrq �.�Pg GENF �� C�.ZO �.�EG4ER�•. ( � N0. \ <- _ * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�j�G��l��\ �, � �`� � o� r zz �gz°z ¢ �4yww?i 2 �UJJF=� � QO>> i F z> �o � v<FoFaa�4°w > QUwUQ W W N�-` Q wa"¢ttxrww�w d' Ua-Ft�Zl�fn N 0 HN W-W W oU' C7 ❑ =�vaia�¢�wo¢¢ P e o Q m a a c �. _� � Nw N a� � a� o a^ � �� o � HO Q N O �� P N N W � a� OM f C.. i > �. � " ¢ � a � 3 = • 3 r u� m 2 O F a � U N w O (n Z � � i W � > F 4 0 O 2 0 0 a � iM CI� W Q Z Z Z r a' w � Q w w w � Z v� � LL ZQ _ F � /^ �/ W � V ' Z W J H� a O � Q � O � O U U � � W N � � J � J > M o � N J O N m O N � O a a z a ° w a � U Q t�i� H�(�"� I A-312 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED GALVANIZED HOPoIDNTAL TU6E SUPPORT � SCREEN WALq EXPOSED TO ELEMENTS; REFERENCE STRUCTURAL DRAWINGS � I - PRERNISHED METAL COPING - WOOD BLOCKING - EXTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" - PROVIDE REMFORCED LAP FLASHING AT BEND IN MEMBRANE iOP OF PaECHST A .s� , i :- EIFS CORNICE - 1Yz" EIFS - FWID APPLIED AIR WRLTRATION BARRIER - 1/2" DENS GLA55 SHEATHING �� - 3 � METAL STUD FRAMING PRECAST WALL PANEL - LOAD BEARING - WSULATED CORE, R-12 FROM EDGE TO EDGE -SMOOTH FACE W� DOVE TAIL � FOR MASONRY TIES � 16" QC � � ` � I -510 I pRECAST WALL PANEL ' - LOAD 6EARING - INSULATED CORE, R-12 I FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � 16" O.0 CONCRETE SLAB IN SERVICE AREA; REFERENCE CIVIL DRAWINGS \. ' �I � �I � /� e � �n •p `�. �,% ,� WALL SECTION i iz„ = i,_o„ oECx aEaaiNC h �VARIE$ CLAY VENEER MASONRY - MASONRY BLOCN - WALL TIES SPACE� 16" O.C. VERTICALLY AND HORIZONTALLY - FWI� APPLIED AIR INRLTRATION BARPoER - MORTAR COLOR TO MATCH ADJACENT MASONRY HEno HEicHr �l ,z� LOOSE LINTEL MASONRY SUPPORT WITH END CAPS AN� CENTER STIFFENERS PER ELEVATIONS AWMINUM CURTAINWALL - 2;4" x 7 Yz' rnuwoNs - THERMALLY 9ROKEN - 1° LOW °E" WSULATED GLA55 - FRONT SET - CLEAR ANODIZED SLLHEIGHTh �� CEMENTITIOUS VENEER MASONRY - CEMENTITIOUS BLOCK; REFERENCE ELEVATIONS - WALL TIES SPACED 16" O.C. VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR INRLTRATION BARPoER - MORTAR COLOR TO MATCH ADJACENT MASONRY CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � 37' O.C. FiNisH F�ooa�l � GROUT MASONRY SOLID BELOW FLASHING TOP OF FOOTING h � 6" CMU BELOW GRADE; GROl1T SOLID CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS GALVAMZED SUPPOR EXP( REFEF PRI - INSU FF -SMOOTH F FOR MASON SERVICE � � ` — — � — —I ,�„1 WALL SECTION �iz., _ �,_o„ - PRERNISHED METAL COPING - WOOD BLOCKING - ERTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" - PROVIDE RBNFORCED LAP FLASHING AT BEND IN MEMBRANE 4 -510 TOP OF PRECAST A .s� EIFS CORNICE - 1Y2' EIFS - FWID APPLIED AIR MFlLTRATION BARRIER - �/7' DENS GLA55 SHEATHING - 3 �g" METAL STUD FRAMMG �ECN BEHRING � �VARIES 1�" RECESSED MASONRY COURSE CLAY VENEER MASONRY - MASONRY BLOCK - WALL TIES SPACED 16" QC. VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR INFlLTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY PROVIDE SLIP JOINT BETWEEN CEMENTITIOUS MASONRY AND CLAY MASONRY CEMENTITIOUS MASONRY ACCENT BAND �" RECESSED MASONRY COURSE PROVIDE SLIP JOINT BETWEEN CEMENTITIOUS MASONRY AND CLAY MASONRY 5 -510 CEMENTITIOUS VENEER MASONRY - CEMENTITIOUS BLOCK; REFERENCE ELEVATIONS - WALL TIES SPACED 16" QC. VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR INFlLTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � 32" O.C. FlNISH FLOOR h � GROUT MASONRY SOIJD BELOW FLASHING TOP OF FOOTING rL � 6" CMU BELOW GRA�P, GROUT SOLID GONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS MEMBRANE ROORNG ASSEMBLY - MECHANICALLY ATTACHED WHITE-TPO FOOR MEMBRANE SYSTEM - 3" R-18 POLY60 INSULATION; UTILIZING MULTIPLE LAYERS AND STAGGERED JOINTS - STRUCTURAL METAL DECK iNiERiort wn�� FuRRiNc - 1�" "Z" FURRING - 1�" POLYSi1RENE WSULATION - 5�8" GYPSUM BOARD PRECAST WALL PANEL - LOAD BEARING - MSULATED CORE, R-12 FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � 16" O.0 INTERIOR WALL FURRING - 1�" "Z" FURFING - 1}" POLYSIYRENE INSULATION - 5/8" GYPSUM BOARD CONCRETE FLOOR SLAB - 4" CONCRETE SLAB�, REFERENCE STRUCTURAL DRAWINGS - 15 MIL VAPOR BARRIER - 6" COMPACTED GRANULAR RLL FOUNDATION INSUUITI�N - R10 � I .`' I 9 � � - . . . �6 g � � ,� 3 WALL SECTION vz., _ �,_o„ - PREFlN6HED METAL COPWG - WOOD BLOCKING - EHTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" ROORNG MEMBRANE FLASHING - PROVIDE RBNFORCED LAP FLASHWG AND COUNTER FLASHING - AT BEND IN MEMBRANE UTILIZE PRE MANUFACTURED PENETRATION BOOT WHERE POSSIBLE MEM6RANE ROORNG ASSEMBLY - MECHANICALLY ATTACHED roaoraeecnsrh WHITE-TPO FOOR MEMBRANE SYSTEM '� - 3" R-18 PoLYI50 INSULATION; UTILIZING MULTIPLE LAYERS AN� STAGGERED JOINTS - STRUCTURAL METAL DECK BOTfOM OFTOBEh VARIES SECONDFLOORA N]6"AFF. �oisr aenRwc,l N6'-8" 0.F F. CONCRETE SLAB IN SERVICE AREA; REFERENCE CIVIL DRAWINGS FlNI9H FLOOR h �0"A.F F. TOP OF FOOTING rl 4J"AFF. CONCRETE FOUNDATION, SEE STRUCTURAL DRAWWGS E 0 PRERNISHEDE METAL COPING TO MATCH SCREEN WALL TOP OF SiEEL A .3e��r� a F F. METAL SCREEN WALL PANELS ON SUPPORTING STRUCTURE - PANELS TO BE PERFORATED TO WCREASE AIR FLOW - SIMILAR TO � BERRIDGE VEMED FW-12 - SPANNWG BETWEEN TUBES TOPOFSTEELh .a� PREFlNISHEDE METAL TERMINATION TO MATCH SCREEN WALL � GALVANIZED STEEL SCREEN I WALL STRUCTURE, REFERENCE STRUCTURAL DRAWINGS � 0 0 0 u � � 0 0 0 u � 0 0 � I 4 WALL SECTION vz., _ �,_o„ HAN�RAILS GALVANRED STEEL GRATE PLATPoRM ON STELL TUBES ATTACHED TO PRIMARY STEEL AT ROOF SCREEN FRAME GALVAMZED STEEL PARAPET LADDER STEEL RUNGS AT 17' 0 G ROOFlNG MEMBRANE FLASHING AND GOUNTEF FLASHING - UTILIZE PRE MANUFACTURED PENETRATION BOOT WHERE POSSIBLE 5 WALL SECTION i/z, _ �. o,. PREFlN6HEDE METAL COPING TO CONTINUE i� � � � N Z Z Q O Z � O N K gzo� a � g � W Z J J W 3 �p�0 J Z � W UQ�LL LL � W y W w � � �Unuinrrp� �� s GENF . : ��P ,........ �O �% � �O �.�EV�4Ea�•., ! 4 N0. •�� _ * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�j�G��l��\ �, � �`� � O� r zz �gz°z < �s>wws� 2 �UJJF=� � QO>> i F z> �o � v<FoFaa�4°w > QUwUQ W W N�-` Q wa"¢ttxrww�w d' Ua-Ft�?I�fn w Nw W �oU' C7�N❑ =xa�>zwzLLmz _��na�¢�wo¢¢ 0 P O N o Q m a a c �. _� . �� N a� � a� o a^ ° °� � o � HO Q N O �� P N N W � a i: w a �- OM F d'� i `w� o � ¢ � ¢ � 3 = • 3 r u� m 2 O F � U N W O (n Z � � i W � > m w F Q 0 O 2 0 0 � � iM CI� W Q Z Z Z r � w J Q w w w � Z v� � � Z _ ~ � /n � W � V Z W J H� a O � Q � O � O U U � � W N � � J � J > � o � N J O M m O N � O a a z a ° w a � U Q t�i� H�(�"� I A-313 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED E9 F � � _ _ _� - o �aoai awiw � . .« i ewo ix rtuai.w[ I I-wE x��rynnu aan[[ I-�/r¢mmop�l I -�Y r�nr��TM E�x1 ri� � o I� uvmm axr` I .. ; ; Ac. :'� � � � I �� .,. -----� I I i i I I I I I I i ��.��.��a�ww�ss II -��,..woarzo �on.ss i i :k� g.o. � —nv i i . womn I I I erESnauz F�0 I I �Mr,ww.m�a. �I I II , I a ��P �.wuw � .�,.�� _ � �, WALL SECTION b�. . �.'�:. . . aEK.� ff o.�.�1°� �+? L_; � L_;� �o�K�. � L-. I i I I � waa:... i i wrcn nun � I I I I I I I I .��oa�a� u� � �ro�n.a I� �, I I � �-,�. � `—�` ��` � � �� _,. '-i�. '_1' ,z-�o � I � �1 WALL SECTION �i,;z -, v , r .�,. �o �� ./e �� :re"��. � n.... �a�'v 1 � �a�k �.,�� I I E E9 F � � _ _ �-� o�rtcaovrkuo / I I �. n<< iewoix�au�.w[ �� I n' E�rs�R ��. a.wE I =��m`c I irvmzupr��"`a� �� r :�,�n..,.E�., oE� ,�.� 1 � .� � aw. .� , _.� , � � � __� _ ��i .E,e� � ��5�:a�re�a i i �� ii I I �i � ��a��.�a�ww�ss � � ��,..�rztia. o n.ss ra,..��.TM�«a. "e.u" wrvu�.wo e�rt �o rca [.rtro '—n.v nzrtu �� c.uw� - seowe I I �woon I I I I �� I Irooirvwu wrwu�nw a�a�,��a. I I a��:��.. � �a��P�.wuw� w« w�_ b�. � .�.�� mo .... } : E��. � � WALL SECTION 1.1 1 �Ip��i wo w rtuai.w[ auenm aawia... I� a��m � :... «�'°° �, i'r:,"�,. ��:��"` =��N�..E.w�� ,��v... � � � op�re.-��Ma i i i ,n�._�. � � a� ��-��:;� i i i � �� !-0 " _ 6'-� i ;�x��.w� �� =�,.µos�uaoa.s �) z xem��ee �mr� yyfl i''�I I '� � omn Sy4 I leuzuo.unxowis � �p� � �5 I I � 2remi�xasi�ryaNs i I I I gS4 y �v u5 �5 u � i i i �� i r � s uc wua u� � G �u rxwixc v� L _ � 6S i�s�e <I�unw 5g is s - `� rtrz s� I wawzru �f�� I I I EG �\ A I I � `� wunnun rzol r�wiwx e�.ww � I I I �� x L_�� I I _- ' �-,�, ,,��o�a�a�� ro�n� I I ��a,.Na � �—, �. .o�naN.��:� . �_,., � �s. �k� , � _ � � � � µ� � L� L�, �\\ I I I �,,;a�re ��;., � ��. ' � ..�� ;,, � �� E � ;� �_,, � �� , ��o�.wuw�u �_,, �P.��.��M�u .�.�a .o „_,o � .�u� .o .�. gE��n��= � � ��k�..�� .. �1 WALL SECTION �� uz =� v IM ,...,... � ;�r �w no �XE w � I �, . �p � "� .,o.,..,. � � I I I I i "�i%�x��w� II �M.00�:EO �`o<u:: i i I � � i i . w��E I u.m . I I I I �� I��.�.�.�a- �� II . I� � a,u� �u� .o � �E��N��o�:�= �� l WALL SECTION �Jm=�v .�e ,,, I -POwE.a�.o�.. --a -------� .r aExo. �aµE � I il I ,., I � _,Ka I i u «� �n �°�:�.�E.,�«� r.E,.�.,,�P �w�� s�E ,a"'�� I � o..., � — _ _ _ — —1� i � sa �a� W�� .. nd�i�� a.�" � � i`oa -sie �.w. �..m �„roa ,,, ��.aa� ��=�mN � •�,° p:�'ir �� n.'v J.:'.� �,. -��a.��.n� ____ ��m.�au� ---- ��___— ��____ ,�.�a �E� ��____ ��---- .�. . ,.. � . ��a:oa:_� �, WALL SECTION � �a =w _'"� � -�Y fl.�sw...i..we I �sre'n�xsiu¢ � � osmiii,rnmu I I mrzu-.x'i I I I I � °xx��r.�w� I I �M.00�:EO �`o<u:: i i .E.a� � i i . w.��E I i i I I �� Iuo��o�.� �.w��w i i I I ..� aE..�P I I i a,u� .wu� . o } .�E ��Na.� o�..�s � � �l WALL SECTION �Jm=�v e�e' :ie I _POwE�r.o� --a -------� i .,aE�o.�aµE I r..�.�. II � -��o� I = _ _ I * -��, ��:�°'�E.�«� ��k�� - r��.��w�76 srze �� .i.. I � � ..a.u-� �I � �sry'uw J I .. omuu�i,�wu� I � I�=n -sie �.w. �..m � i'oa —sie� �a. ao..� � `� s��N I � WALL SECTION � �a =w � — — — — � — — — — i � — — — — � — — — — � ..�z�p. �ar'v � :.� 1.1 1 �, GUARDRAIL DETAIL �ivz=in 0 �, ENLARGED SECOND FLOOR STAIR PLAN vn.=w n.� C Q �IENLARGEDFIRSTFLOORSTAIRPLAN ��ENLARGEDEXTERIORSTAIRPLAN �n..io �i�...a �;��'��;�; _. �..��`:_ � i _ p E F� 8� �� 8^ k` z 0 °a 0 tn w¢ � � i w W w o W u z J 2 E w � N U A-410 Z Z 4 � Z � O N � Z W � N � - � Z O o � 0 � Y W Z�� w m� CEILING : � GAP � o� a POST FOR LINTEL �„R o S.R a o I N � ABOVE � Q � LL �L DRAWINGS a J z� W I'� N N N i � D O O R �� w T'' f �"� � � w �� a M w .L STORAGE SPACE a ¢ a m J F Q° —� � o — a3 --- -- _ i� 4" OC., TURNED FROM N �o o _ � RECESSED IOVE CEILING LEVEL, s'-o" J J �� z w � � DOOR PULL JACENT 6" METAL STUDS. � � � o w v� ° `i o 6" METAL STUDS ORT BLOCKING AND � �� o o�° a "' x FROM FLOOR UP TO ROOF STRUC =S. INSTALL 5/8" GWB. ¢� o ABOVE, 24° OC. 21LL STORAGE SPACE. _ ---- — -- %�o UN3o �� SUPPORTED FROM COLD ROLLED � �' �x i.i o � � w c� A `� � CHANNEL, 16 GA., BLACK STEEL, 1 1/2" 0 CARR 5 8 GWB TO ROOF � �z o N� Z 3 � � � 12 GA, WIRES, 24° OC. 5�8" GYP.BD. FOR PH /MA SECURITY 4� 6�� 5�8" GYP.BD. � a m ? N= N � o M CLOSURE, TH DES 5/S" GYP.BD. RO GH PENI ; vnRi JAMB DETAILS �- ,.��`S��cE�nie''�o, CONSTRUCT WALL FOR � A ;�P .•••••••. „o �= ATERIAL BRACING FUTURE RECESSED 1X8 WOOD BLOCKING �� -�-� DOOR ELEVATION ; z°;`��s��R�•., �� ; BUILT-UP BOX HEADER, LATERAL BRACING FIXTURE AS SHOWN � B - F qRiq600iao i�- SEE STRUCTURAL DRAWINGS DOUBLE 2X8'S WITH FLOOR PLAN A-�420 38 -� � ;* �, siaiE oF i*_ STAGGERED LAP x X � is°=r-o° '••.,�roo,pNP;:' ' JOINTS, SCREWED BUILT-UP BOX HEADER � X �R�HI �� CEILING LEVEL TOGETHER RECESSED PHnRMnCV wnirwG rELEViSiON � SEE STRUCTURAL DOUBLE 2X8'S W17H STAGGERED OIRECTIONS: THE NEW RECESSEO FI%NRE NiLL DEVELOPEO ON SITE. FlXTURE VALL �� 5�8° GYP.BD. DRAWINGS LAP JOINTS, SCREWED TOGETHER REQUIRE A ROUGH OPENING TO PCCOMMODh1E ELECTRICAL ROUTING FROM BEHIND. CONSULT CEILING RECESSED FIXTURE WALL OPENWG � � m DOUBLE METAL STUD HEADER LEVEL AT 8'-0" AFF. o o�¢❑ ABOVE WALL OPENING 6i"' 4'-6 1/2" TRIM z z � g z z 4'-6" R.O. Q � O � ¢¢ 1 X8 WOOD BLOCKING PROVIDE BLOCKING TO r rn } W W- OVER LAPPING FACE � � N � F=� CEILING LEVEL SUPPORT CEWNG GRID FRAME LL � OW W� U� LL� FlXNRE BACK SECURED � d a d' W O> � TO WALL BLOCKING __ __ � W Q � m t�q Q o j H� � MONITOR SCREEN, WALL __ __ j U Z Q p~ H� K� LL J METAL STUDS, 24° OC., TURNED FROM o \ MOUNTING BRACKET � _ >¢ o w o Q w w�n -¢ FLOOR TO 4" ABOVE CEILING LEVEL, To MoNiTOe w v� w w° o��n o ACCORDION GRILL 1X8 WOOD BLOCKWG �BOX FOR POWER � a U a��'!� � s� N SECURED TO ADJACENT 6" METAL STUDS. ACCORDION GRILL =� m a� a� w o a a TO CARRY SUPPORT BLOCKING AND O JUNCTION BOX o SIGNAL CHBLE E 10" 10" ELECTRICAL BOXES. INSTALL 5/8° GWB. 5/8" GYP.BD. � I I � I II I II I o r ON INSIDE OF GRILL STORAGE SPACE. ? o I I �. I II II II I '° o Q � � I I STUOINFlLLNOT p' I II II II I 1X8 TREATED WOOD BASE � mexeeeoza� m o � I I o.c. i II II I m a a 6" H. VINYL BASE I I `° I II II II I ;� m=� 6" VINYL BASE I I I I I I I I I I � „; 6" H. VINYL BASE � I I I II II II I " oQ I I I II II II I a� 4 TRACK SUPPORT SECTION I I I II II II I o a°-M �„_p_o„ � °� 3 WALL SECTION o vg aie°=r-o° 2 WALL ELEVATION 2A SIDE SECTION 2B FRONT ELEVATION ' �� 3/8�� _ ��_��. � ' . 3/8" = 1�_�, 3/8�� _ ��_p�� °o n � s� s `w� o ' a � a � II 3 2° ' ; N I O I >' N � � 3'-0" � CONSULTATION ROOM CEILING LEVEL I Q *WRAP WALLCOVERING I THRU OPENING � I MANUFACTURER SOFFIT LEVEL PARTS NUMBER CEILING LEVEL � o METAL STUDS FROM BOX � I 7'-9"see o-m 2'-6° � LIST: HEADER UP TO ROOF STRUCTURE, o �- SUPPORTED FROM COLD ROLLED ° ? N TOP TRACK AND BOTTOM � � i I i SLIDI G GLAS DOORS WITH EQUAL SIZE P NELS I CHANNEL, SEE STRUCTURAL � DRAWING � FLOOR GUIDES ATTACHED � °a o(p � TO LINTEL AND FLOOR `� c� `, Z � _ — — — — � PER MFR. SPECS. o z � SLIDING �LASS O 5/8" G1P.BD. 4 .DOOR NELS�. . o (p � CEILING LEVEL o f � o ro � 0 �, ^ � U � ALUM JAMB STOPS 940.80.041 941.01.925 a r BACK TO BACK 6" � — — — � BRUSHED CHROME � > BUILT-UP JAMB POST TO 940.30.012 PULL HANDLES � fD SUPPORT LINTEL, SEE STRU TURAL n � 5�8" GW.BD. — ¢ Z 941.00.020 � o � w 941.01.625 6" H. VINYL BASE GLASS PANEL FLOOR GUIDE 6" H. VINYL BASE � a BOX HEADER TO CARRY GLASS DOORS, ��'r & END CAPS �° A- 4 2 0 SEE STRUCTURAL DRAWINGS I I �m tO I r SOEFIDT ,E' EL � Q GLASS DOOR $ SLIDING GLASS DOOR WALL ELEVATION 5 SLIDING GLASS DOOR PLAN � Jc� PANELS ��4 -� � � Z 2X4 WOOD BLOCKING ATTACHED TO HEADER � � 3/4�� _ ��_0„ F ¢ w � "- SLIDING GLASS TOP TRACK Z N F ": I I � O SLIDING GLASS PANELS M � W o � Z Z Z r � � w J Q w w U' Z m FLOOR GUIDES I I Ow0 _ SLIDING GLASS DOOR SPECS. �� Z—� � Z c��W� BUILT-UP JAMB POST 941.00.031 HAFELE, TOP-HUNG SYSTEM, HAWA- JUNIOR 80/GS � J =� w BUILT-UP JAMB POS Q W � Q a CONSULTATION ROOM TO SUPPORT HEADER, TOP TRACK, DOUBLE ROLLER RUNNING GEAR, ETC. PER H � Q TO SUPPORT HEADER, CONSULTATION ROOM SEE STRUCTURAL —� SPECS. W O � O U SEE STRUCTURAL DRAWINGS LUM JAMB STOPS ALUM JAMB STOPS DRAWINGS 7 GLASS DOOR PANELS: 6'-8 7/8" HIGH X 4'-3 1/4"" WIDE, EACH p � � � � A-420 CLEAR LAMINATED SAFETY GLASS, T1PE II, 1/2" THICK FINISHED, 0 _ � SLIDING GLASS DOOR DETAIL �TH INTERLAYER OF CLEAR .060 VINYL. Q SLIDING GLASS DOOR SECTION 7 3"=�'-o" FOR PLANNING PURPOSES CALCULATE WEIGHT OF GLASS AT 6.3 LBS/SQ.FT. � 6 ��2,�_�,_�,� (1/8" MAX. DEFLECTION) INSTALL TRACK STOPPERS IN ONE END OF EACH TRACK TO STOP GLASS K PANEL FROM HITTING THE HANDLE WHEN OPENED. EACH DOOR PANEL TO AN 8" WIDE CLEAR PATTERN, TOP AND BOTTOM, � s" AND THE CENTER FIELD OF CERAMIC FRIT IMPRINTED ,#S15407. c°�� RECESSED JAMB TRIM DETAIL RECESSE JAMB TRIM DETAIL o o m° ry°° NONE NonE a a z�° W� GLASS DOOR PANELS TO HAVE BACK TO BACK 6° LADDER STYLE o¢ �� uj � PULL HANDLE WITH POLISHED CHROME FINISH, HOLES DRILLED iHRU �° a �n �> o GLASS BY GLASS SUPPLIER, (2) HANDLES PER DOOR. U r o r O K� GLA55 DOORS FROM ILLIONIS GLASSWORKS, LLC. GLENVIEW, ILL. ATTN; DAVID CROGAN, 1-847-729-5580 x,,,. A-420 UUF'7KIGH1 U ZU1L WALGKttN CU. ALL HI(1H15 KtStKVtU � � O N z z Q o Z � O N � Z W � N o - 3zoo p o �- Y W Z��o w °' � CEILING : � GAP � o� o BUILT-UP JAMB POST FOR LINTEL �„R 5"R aa o Q n ' ABOVE � Q° w SEE STRUCTURAL DRAWINGS � � � � N � � � i M DOOR a � w w ¢ M � w ACCORDION GRILL STORAGE SPACE a ¢ Q m J � Q ° O �—a3 --- -- _ \ � RECESSED METAL STUDS, 24° OC., TURNED FROM N �o � FLOOR TO 4" ABOVE CEILING LEVEL, s'-o" J � �'� � z w � � DOOR PULL SECURED TO ADJACENT 6" METAL STUDS. � � o w N° i ° 6° METAL STUDS TO CARRY SUPPORT BLOCKING AND � �� o o�� wo "' x FROM FLOOR UP TO ROOF STRUC ELECTRICAL BOXES. INSTALL 5/8" GWB. <O�o a��N 3' ON INSIDE OF GRILL STORAGE SPACE. ABOVE, 24" OC. � — ----f — -- X�o �N3o � SUPPORTED FROM COLD ROLLED � � xi.io � � w� M `� � CHANNEL, 16 GA., BLACK STEEL, 1 1/2" 0 CARR 5 8 GWB TO ROOF � �z o N� Z 3 i � i 12 GA, WIRES, 24° OC. 5/8" GYP.BD. FOR PH MA SECURITY 4• g� m �Q¢] ZN SN "� � M CLOSURE, TH DES 5�8�� GYP.BD. ROUGH PENI G 5�8�� GYP.BD. _ °o �Unuinrp RECESSED FIXTURE � vnR�ES �A JAMB_DETAILS `- ,��s,.c�F'o,% ATERIAL BRACING 1X8 WOOD BLOCKWG .1 DOOR ELEVATION ;�r.: �E o•., �; LATERAL BRACING � I B 3�$„ _ �,_p,. = No. ''� = BUILT-UP BOX HEADER, - � nRiesooiao ; SEE STRUCTURAL DRAWINGS DOUBLE 2X8�S WITH FLOOR PLAN A-420 =* �, siniE oF i*; STAGGERED LAP " X � a�s°=r-o° '••.,�rooiANP;�� ' JOINTS, SCREWED x x q .��c� CEILING LEVEL TOGETHER BUiLT-UP BOX HEADER NEw RECESSEO "PHnRMncisT RECOMMEN�s" FixTURE RcHij�- � o` SEE STRUCTURAL DOUBLE 2X8'S WI7H STAGGERED 0 i�` 5/8" GYP.BD. DRAWINGS LAP JOINTS, SCREWED TOGE7FiER oiaECnoNS: rHE NEw aECESSEO FixTUaE wiu sE oEUVEaEO ro 1NE s�- ��` THE RXTURE WILL REQUIRE A ROUGH OPENING TO ACCOMMO�ATE THE RXTURE DEPiH CONSULT CEILING LEVEL AT 8'-0° AFF. nNO E�ECrRica� aounNC FROM eENiNO. Q o� Q o DOUBLE METAL STUD HEADER ~ � o � g¢ i Roucn oPeNiNC = a'-s" < > w w- PROVIDE BLOCKING TO RECESSED FIXTURE WALL OPENING 6�,� a'-e i/r' iRiM � N p>>~�?> ABOVE WALL OPENING CEILING LEVEL SUPPORT CEILING GRID � � w w° v� LL� iX8 WOOD BLOCKING oRqME�APPiNC FACE a'-s i/z° FixruRE wio1N � z o Y j� Q Z O m waFmv�ao��o FixruRE encK sECUREO EQ EQ � z¢ o��¢� LL � METAL STUDS, 24° OC., TURNED FROM ---- � w a" a� x r w w� w TO WALL BLOCKING a m J U� w Q W W� Z Q MONITOR SCREEN, WALL � p d-� N� I- N FLOOR TO 4° ABOVE CEILING LEVEL, ACCORDION GRILL �o MouNTwc eRacKeT ---- w L° w w° o c� c7 �°' o ACCORDION GRILL a . - c+ = x a�> z w z LL� z SECURED TO ADJACENT 6° METAL STUDS � TO CARRY SUPPORT BLOCKING AND � 1 X8 WOOD BLOCKING BoXMONr oa wER ^ ° -� N a� a� w o a a ELECTRICAL BOXES. INSTALL 5/8" GWB. 5/8" GYP.BD. �� _ — ° y BO% FOR POWER �� ° Q ON INSIDE OF GRILL STORAGE SPACE. TO LIGHT BOX w� w x � m a iX8 TREATED WOOD BASE ^ � $ p _ _ �°m a a 6° H. VINYL BASE � is cn. c�oss wrnre __ _� 6" H. VINYL BASE � 6" VINYL BASE no�usrne�e s��ves � �� a � ��°' s �nMwnreo wwTE a� V� O� ADJU9TABLE �LEVELERS „ F a � 4 TRACK SUPPORT SECTION o a^ �„ _ �,_o„ � ° � � o WALL SECTION � �� 3 aie°=r-o° 2 WALL ELEVATION 2A SIDE SECTION 2B FRONT ELEVATION �� . 3/8" = 1' 0'• _ - w °o �i 3/8" _ 1._�, 3/8" _ ��_�" � z.. i `w� o ? a � a � 3 = • 3 r O °' N � � 3'-0" I CONSULTATION ROOM CEILING LEVEL Q � MANUFACTURER SOFFIT LEVEL � '. PARTS NUMBER CEILING LEVEL Z Y-e"sce o-m p�_g° METAL STUDS FROM BOX LIST: � � HEADER UP TO ROOF STRUCTURE, o - I I SUPPORTED FROM COLD ROLLED � TOP TRACK AND BOTTOM � v SLIDIN�J G GLAS DOORS W1TH EQUAL SIZE P,,,(((��NELS CHANNEL, SEE STRUCTURAL � � N II I / � DRAWING FLOOR GUIDES ATTACHED ,I � o� / TO LINTEL AND FLOOR c� Z 5/8" GYP.BD. PER MFR. SPECS. o z0 SLIDING �LASS o O ' 'DOOR NELS �� i (D CEILING LEVEL � � � " ° �o > O o' � � ALUM JAMB STOPS 940.80.041 941.01.925 a �� I - BACK TO BACK 6" � � - ��` BRUSHED CHROME > BUILT-UP JAMB POST TO ' �"" ' ' ' ' ^' ' ' ' ' "" 940.30.012 : � PULL HANDLES m SUPPORT LINTEL, SEE STRUCTURAL 5/8" G1P.BD. ¢ Z 941.00.020 � w 1 O �� 941.01.625 6" H. VINYL BASE GLASS PANEL LOOR GUIDE 6" H. VINYL BASE o L� BOX HEADER TO CARRY GLASS DOORS, � & END CAPS A— 4 2 O SEE STRUCTURAL DRAWINGS I I J m I r SOEFIDT ;;; EL �¢ GLASS DOOR $ SLIDWG GLASS DOOR WALL ELEVATION 5 SLIDING GLASS DOOR PLAN � Jc� PANELS ��4 -� � z 2X4 WOOD BLOCKING ATTACHED TO HEADER � � 3/4�� _ �,_�� F Q W SLIDING GLASS TOP TRACK i N F I I � O SLIDING GLASS PANELS M C� W o � Z Z Z r ^ a, w J Q w LL� C7 Z m FLOOR GUIDES I I SLIDING GLASS DOOR SPECS. ��r^ Z-� (n Z v � W � BUILT-UP JAMB POST 941.00.031 HAFELE, TOP-HUNG SYSTEM, HAWA- JUNIOR 80/GS � W J =� w BUILT—UP JAMB POS Q j Q a CONSULTATION ROOM TO SUPPORT HEADER, TOP TRACK, DOUBLE ROLLER RUNNING GEAR, ETC. PER H � Q TO SUPPORT HEADER, CONSULTATION ROOM SEE STRUCTURAL �� SPECS. W O � O U SEE STRUCTURAL DRAWINGS y4 LUM JAMB STOPS ALUM JAMB STOPS DRAWINGS � GLASS DOOR PANELS: 6'-8 7/8" HIGH X 4'-3 1/4" WIDE, EACH � � N A-420 CLEAR LAMINATED SAFETY GLASS, TYPE II, 1/2" THICK FINISHED, � � � SLIDING GLASS DOOR DETAIL �TH INTERLAYER OF CLEAR .060 VINYL Q SLIDING GLASS DOOR SECTION 7 s"=�'-o" FOR PLANNING PURPOSES CALCULATE WEIGHT OF GLASS AT 6.3 LBS/SQ.FT. � 6 � ��2,� _ �,_p,� (1/8" MAX. DEFLECTION) a INSTALL TRACK STOPPERS IN ONE END OF EACH iF2ACK TO STOP GLASS � PANEL FROM HITTING THE HANDLE WHEN OPENED. EACH DOOR PANEL TO AN 8"" WIDE CLEAR PATTERN, TOP AND BOTTOM, � '<" AND THE CENTER FIELD OF CERAMIC FRIT IMPRINTED ,#S15407. N � RECESSED JAMB TRIM DETAIL RECESSE JAMB TRIM DETAIL o o m° N°° NoNE NONE d a Z�� W �) GLASS DOOR PANELS TO HAVE BACK TO BACK 6" LADDER STYLE o¢ 3� uj � PULL HANDLE WIiH POLISHED CHROME FINISH, HOLES DRILLED n-IRU Q 3 � N Q w o GLASS BY GLASS SUPPLIER, (2) HANDLES PER DOOR. U Y 0� o CC r GLASS DOORS FROM ILLIONIS GLASSWORKS, LLC. GLENVIEW, ILL. ATTN; DAVID CROGAN, 1-847-729-5580 x,,,. A-420 GVF'YKIGHI U�' LU12 WAL6KttN GU. ALL KI6HIS KtStkVtU � � � ��. O I � SECTION DETAIL ,-, iz,. _ ,._a., '/� � '"�.�' �! �� ", roa oF aRecnsrh +37 1 1/7 AF,F. - PFEFlNISHED METAL COPING - WOOD BLOCKING -PRESURE TREATED PLYWOOD SHEATHING ON IJGHT GAUGE METAL FRAMING MEMBRANE ROOFING ASSEMBLY - ERTEND ROOF MEMBRANE UP BACK - MECHANICALLY ATTACHED OF PARAPET, OVER BLOCKING AND WHITE-TPO ROOF MEMBRANE SYSTEM DOWN 1" - 3° F-18 POLYISO INSULATION; - PROVIDE RBNFORCED LAP FLASHING UTILIZING MULTIPLE LAYERS AND AT BEND IN MEMBRANE STAGGERED JOINTS - STRUCTURAL METAL DECK EIFS CORNICE - 1Yz" EIFS - FWID APPLIED AIR MRLTRATION BARRIER - 1/2" DENS GLA55 SHEATHING - 6" METAL STUD FRAMWG MEMBRANE ROORNG ASSEMBLY - MECHANICALLY ATTACHE� WHITE-TPO ROOF MEMBRANE SYSTEM °o 0 � > o °e � o °° e e �o po � p m e w e P , � �p � pe � �3/ Do — - PREFINISHED METAL COPING - WOOD 6LOCKING - EXTEND RWF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" - PROVIDE RBNFORCED LAP FLASHING AT BEND IN MEMBRANE TOP OF PRECAST +33'-1" A EF. O �'.�a. �`x � � � \ °a o � / � a ` jk � � Y a " < �m � a � EIFS CORNICE ° - 1Yz" EIFS ° � a � - FWID APPLIED AIR MFlLTRATION �a ° - Y' BAFRIER a � a �,v,z" � � - �/2" DENS GLA55 SHEATHING � - 3 �° METAL STUD FRAMING . � � a a a a a° � TOP OF BRICK � � +31'-0" A.F.E . � 4 � � � CLAY VENEER MASONRY aa � - MASONRY BLOCK . � a � i - WALL TIES SPACED 16" O.C. VERTICALLY AND ° . �, HORIZONTALLY � / � - FWID APPLIED AIR MFlLTRATION 6ARRIER ° aa - MORTAR COLOR TO MATCH ADJACENT MASONRY a ° � 5%" DECK BEARING � a ' VARIES � � - 3" R-18 POLYI50 MSULATION�, I I � ^ o � I I° `� � > uliuzwc Mu�na�E �arERS 6 I AND STAGGERED JOINTS �� - STRUCTURAL METAL DECK � �1 SECTION DETAIL `* ,-,iz.,=,._o., ` JOIST BEARING +32'-4" AF.F. ` STEEL FRAMING SYSTEM TO SUPPORT HIGH CORNICE AND CURTAIN WALL REFER TO STRUGTURAL DRAWINGS BOTTOM OF EIFS +31'-0" A F.F. � BREAK METAL TO MATCH CURTAINWALL PRECAST WALL PANEL SYSTEM - LOAD BEARING - INSULATED CORE, R-12 FROM EDGE TO EDGE WINDOW HEAD -SMOOTH FACE W/ DOVE iAIL +30'-6" A.EF. FOR MASONRY TIES � 16" O.0 ��g" DRYWALL AN METAL STUD FRAMING TO FORM DROP SOFFlT AT CURTAIN WALL - PROVIDE BATT INSULATION CURTAIN WALL IMERIOR WALL FURRING STEEL TUBE SUPPORT - ��e�� Z" FURRING METAL STUD FRAMING WITH BATT -�i� POLYSTYRENE WSULATION AND WOOD BLOCKING INSULATION - 5�8" GIPSUM BOARD BREAK METAL TO MATCH CURTAINWALL SY4EM TOP OF CONCRETE FLOOR SLAB DRIVE-THRU WINDOW J� _ q° CONCRETE SLAB; REFERENCE +�'-1�2" A EF_ STRUCTURAL DRAWINGS - 15 MIL VAPOR BARRIER - 6" COMPACTED GRANULAR RLL DRNE UP WINDOW SYSTEM SECTION DETAIL 1-1/2�. _ �. Q.� D�� — — 'f� �n9�C� � SECTION DETAIL i-uz,. _ �._a., c o� e � � o � � e 4 DRNE TRU WINDOW ASSEM6LY PER A-710 - CORRDINATE 9ZE OF WINDOW WITH CURTAIN WALL ASSEMBLY TOP OF PRECAST � DFNE-THRU%� +1•_8.• AF.F. � CONTINUOUS FLASHING WITH MORTAR NET�, PLACE WEEPS � 32" O.C. GROUT MASONRY SOLID � BELOW FLASHING �4" CMU BELOW GRADE; GROUT SOLID 4 0��- - ) ) FOUNDATION INSULATION - R10 � TOP OF STONE 0 ° � �.� +4'-4' A F.F. PROVIDE SLIP JOINT BETWEEN CEMENTITIOUS MASONRY AND p . . . CLAY MASONRY CEMENTITIOUS VENEER MASONRY - CEMENTITIOUS BLOCK; � REFERENCE ELEVATIONS - WALL TIES SPACED 16" QC. � VERTICALLY AND HORIZONTALLY - FWID APPLIED AIR MFlLTRATION BAFRIER e - MORTAR COLOR TO MATCH ADJACENT MASONRY � 4" TALL ALTERNATING WITH B' TALL SPECIRED � DECORATIVE CMU � ° � CONTINUOUS FLASHING WITH ° MORTAR NET; PLACE WEEPS � 37' O.C. � PROVIDE FWID APPLIED 0 0 � WATER PROOF MENBRANE � �� FROM FOUNDATION TO 18° AFF TWICAL :p GROl1T MASONRY SOLID p . BELOW FLASHING D � � � � � FlNISH FLOOF . +0• 0•• . . . D . � .. �.: .... '� p . O > . . .. .. : !.. � . . .� . � ..:..... p . o � ° �� I p D � � D � �p � � � �� D � I I 5 SECTION DETAIL i-vz., _ �._o., � � p D � � � � CMU BELOW GRADE�, JUT SOIJD � � TOP OF FOOTMG -1'-4" A F F. CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS PLASTIC LAMINATE SILL PRECAST WALL PANEL - LOAD BEARING - INSULATED CORE, R-12 FROM EDGE TO EDGE -SMOOTH FACE W/ DOVE TAIL FOR MASONRY TIES � 16" 0_C WTERIOR WALL FURRWG 1� 'Z" FURRING — ��" ao�rsrmeNe INSULATION - 5/8" GIPSUM BOARD 8 SECTION DETAIL i-vz., _ �._o., aq ° 1Yz" g�a.. �. 2,. a \ a a � � °�a� � / a � � � � 2.. 0 a / e � � >d a a� a � A 6 SECTION DETAIL 1-1/2., _ �. 0., SECTION DETAIL 7 1-1/2.� _ �. �.� — -- -- METAL DOWNSPOT { % �"'... ' : y, ;' � � TOP OF PRECAST h +37'-1 1�2" AF.F. BENT AEEL PLATE. PAINT TO MATCH . _ I I DOWNSPOUT. - PREFlNISHED METAL COPING - W00� BLOCKING -PRESURE TREATED PLYWOOD SHEATHING ON LIGHT GAUGE METAL FRAMING - EXTEND ROOF MEMBRANE UP BACK OF PARAPET, OVER BLOCKING AND DOWN 1" - PROVIDE RBNFORCED LAP FLASHING AT BEND IN MEMBRANE EIFS CORNICE - 1Y" EIFS - FWID APPLIED AIR MFlLTRATION BARRIER - 1�2" DENS GLA55 SHEATHING - 3 �" METAL SND FRAMING MEMBRANE ROORNG ASSEMBLY - MECHANICALLY ATTACHED WHITE-TPO ROOF MEMBRANE SYSTEM - 3" R-18 POLYISO MSULATION; UTIIJZING MULTIPLE LAYERS AND STAGGERED JOINTS - STRUCTURAL METAL DECK JOIST BEARING +32'-4" A.F.E TOP OF BRICK +3Y-0" AF.F. CLAY VENEER MASONFY - MASONRY BLOCK - WALL TIES SPACE� 16" O.G VERTICALLY AND HOPoIDNTALLY - FWID APPLIED AIR WRLTRATION BARRIER - MORTAR COLOR TO MATCH A�JACENT MASONRY CONTINUOUS FLASHING WITH MORTAR NET�, PLACE WEEPS � 37' O.C. TREATED WOOD BLOCKING AT HEAD TO ENSURE PROPER ATTACHMENT OF CURTAIN WALL LOOSE IJNTEL MASONRY SUPPORT WITH END CAPS AND CENTER STIFFENERS PER ELEVATIONS BOTTOM OF LINTEL � +31'-0" AEF. — SEALANT JOINT AND BACKER ROD BOTH INSIDE AND OUTSIDE AWMINUM CURTAINWALL - 2�" X 7 Yz" MULLIONS - THERMALLY 9ROKEN - Y LOW 'E" WSULATED GLA55 - FRONT SET - CLEAR ANODIZED CURTAIN WALL MANUFACTURER TO PROVIDE SILL PAN FLASHING SEALANT JOINT AND BACKER ROD BOTH INSIDE AND OUTSIDE STAWLE55 STEEL SILL FLASHING TOP OF STONE +4'-4' A F E TREATED WOOD BLOCKING AT SILL TO ENSl1RE PROPER ATTACHMENT OF CURTAIN WALL CEMENTITIOUS VENEER MASONRY - CEMENTITIOUS BLOCK; REFERENCE ELEVAilONS - WALL TIES SPACED 16" O,G VERTICALLY AND HORIZONTALLY - FLUID APPLIED AIR WFlLTRATION BARPoER - MORTAR COLOR TO MATCH ADJACENT MASONRY 1" X 7' PRESSURE SLOTS EAGH SIDE RECTANGULAR DOWNSPOUT TRANSITION WITH CLEANOUT TO 4" 0 PIPE STORM DRAIN FWSH WITH PAVING N O a LWE OF PAVING BACKER ROD A SUB-SURFACE STORM DRAIN DETAIL 1/2.� _ � �_�� s GALVAMZED EYEBOLT � HROUGH WALL, STEEL � WASHER (APPFOX 33/4' QD. ° X .656" ID. X .090" THICK — — � OR GREATER) SECURED WITH a NUT. LOCATE ADJACENT � (BTHER 32'-0° LEFT OR � RIGHT OF THE SLEEVE) AT . . AEEVE LEVEL BY GENERAL CONTRACTOR. 5s�° ys�q� PRECAST PANEL WITH VENEER MASONRY B EYEBOLT DETAIL ,-uz° = r-a. WALL THICKNESS AT SMOOTH EXTERIOR & INTERIOR FACE ELEVATION TO BE 2" ABOVE SPLITFACE WAINSCOT AND, WHERE �� APPLICABLE, BULLNOSE AT SMOOTH�FLAT SURFACE NOTE'. ELECTRICAL CONTRACTOR TO PROVIDE SLEEVE MASONRY CONTFAGTOF TO INSTALL AND COORDINATE WITH ELECTRICAL CONTRACTOR. �,.,� ELECTRICAL CONDUIT SECTION �`� 1-VZ. _ �,_o,. CLAY VENEER MASONRY - MASONRY BLOCK - WALL TIES SPACED 16" 0-C, VERTICALLY AND HORIZONTALLY - FLUID APPLIED AIR WFlLTRATION BARRIER - MORTAR COLOR TO MATCH ADJACENT MASONRY CONTINUOUS FLASHING WITH MORTAR NET; PLACE WEEPS � 32" 0_C- �� SECTION DETAIL I-VL.. _ 1. U. INSULATED BREAK METAL AT INTERIOR TO MATCH CLEAR ANODIZED MULLIONS LOOSE LINTEL WITH STIFFNER AND END PLATES PER ELEVATION � � � N Z Z Q O Z � O N Z W � N gzo° a � g � W Z J J w3 �p�0 J Z � W UQ�LL LL � W y W � � �,,,��,,,,,,, �� s GENF . : ��P ,........ �O �% `h�0. �. �EV�sTEa�•., ! � ' No. �`�- _ * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�j�G��l��\ �, � �`� � O� r zz �gz°z ¢ ��yww?i 2 �UJJF=� � QO>> i F Z Y �O � v<FoFaa�4°w > QUwUQ W W N�-` Q wa"¢ttxrww�w d' Ua-Ft�ZI�u1 N 0 HN W-W W oU' C7 ❑ =�vaia�¢�wo¢¢ P e P c a c �. _� \ Nw N a� � a� n o �� o � HO Q N o .°i•'� N , N N W � a� OM � � n i > �. ¢ � a � 3 = • 3 r m 2 O a � U N O (n Z � � i W � Y m BOTTOM OF LINTEL � Q +�5'-0" A.EF. p O COWNG DOOR ASSEMBLY Z LOOSE LINTEL MASONRY SUPPORT WITH END CAPS AND GENTER STIFFENERS PEF � ELEVATIONS Q 0 �" BENT STEEL PLATE ALL � d' AROUND COILING DOOR OPENING PROVIDE WELD l0 Z Z Z r PLATES IN PRECAST � J Q w — �-' w � w w � Z v� INSULATED BREAK METAL � y_ Z — ~ QIPPED TO CURTAIN WALL � J � SYSTEM - COLOR AT � Z �� W EXTERIOR TO BE PANTONE J j Q a PO-542C Q � Q CURTAIN WALL � j � J 0 U MANUFACTURER TO PROVIDE 0 � SILL PAN FLASHING Z � N SEALANT JOIM AND BACKER � � ROD BOTH WSIDE AND H OUTSIDE W STAMLESS STEEL SILL (Q FLASHWG � o � N J O o m O N � O a a z a ° w a � U Q t�i1 H> p a 3 a� ¢ w x UY Or � CCr A-510 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED 8A SECTION DETAIL - ALTERNATE #2 i-vz„ = i,_o„ � �� P�AN DETAIL � xre .acarIXa..�. �x.. ��-a ��o ooM..o �1 PLAN DETAIL �i.-¢=, w �, PLAN DETAIL �� P�AN DETAIL �°;� oa ,re �.,o� �, PLAN �ETAIL �:�=�r�;�:, _• �..��`�_ � e Fm 8� �� 8^ k` z 0 a 0 w=<w p wwo � �a- J 2 E w 6 O� N U u m � rl ��Hr a3z A-511 CRITERIA NOTES ono�mox wowaw xor a��9vw¢ uro m �.� wrzo o�xwwisE .�::.�r�.�+�.s .w. E,r�.s .. .o��n oTME��. �.�wo PRioR � ROOF DRAIN AND OVERFLOW SECTION --► /. msoim �, MASONRV PARAPET CAP SECTION �o ��so� ° a.. �a �so.w. a � � �sob. �, FLAP ROOF VENT SECTION � �1 FACE PLATE ELEVATION �. sa �o� �, e. �.� 3 E] �o iXERMPL AND MOiSiVRE PROiECiION - �.r�a �uECXPNbqL INSOIA➢ON� nwPWAIBING - � XVAC - REFRIGERPiION - Q �� / �/// � � �� axii xrte�u.s�x[.wo .rtm�rtx aftart smnc � 4 � rva �[�[wnnw or cuae sm[wau nuo'�m �� . � a msxaoi w'� a '� 5i � wm.wdCUw¢p ��s p��v� z�r.xoiuos[w xooxya� ��paHEil ��e5 unTM�e� �wi�irvs�u�nnax� m a eaz � � � �� GONCRETE PANEL SEGTION ��THROUGH ROOF REFRIGERATION PIPE PENETRATION �1 HVAG ROOF GURB SECTION �""x w.wecex. wrc w�eces. �, COPI N6 CAP SPLIGE DETAILS ,' � ,". s . '�" ' . 2 � ; ° � ' ; , _ * �'iis¢oo�so' *' x,� E F. 8� �� 8^ k` z 0 0 W � ¢ w rc W w o i K Q-- J 2 E w N w Q r Y � � y U 6 K ` u �� ma zo 90 04> zo ov TYPICAL JAMB @ MASONRY � „�z„ _ ,,_o„ <04 20 <oa �o 90 04> zo ov %,1 TYPICAL HEAD @ MASONRY � 1 1/2" = 1'-0" (4" FRAME PERMITTED) 71 I <06 10 16 O6 10 17> OS 11 02> <07 90 OS SYp" 3 JAMB @ 7" NOM. STUD WALL 1 1/2" = 1'-0" (HEAD DETAIL SIMILAR) A ALL METAL FRAMES TO BE WELDED � A= 43/¢' AT 4" NOM. MASONRY WALL A= 5%>" AT 6" NOM_ OR THICKER MASONRY WALL �� A= 5�/y' AT 5' NOM. STUD WALL A= SYi� AT 7" NOM. STUD WALL �, (SPEGIAL ORDER: ALLOW 6 WEEK DELIVERY) � � �6 1 ]�6,� TYPICAL METAL FRAME 4 „�2.,=,,_o„ 4� O6 10 17> <07 90 OS 53/q" 5 JAMB @ 5" NOM. STUD WALL 1 V2" = 1'-0" (HEAD DETAIL SIMILAR) <08 70 02� � `<09 31 OS> �� TYPICAL SILL DETAILS U 1 1/2., _ �, 0„ <09 77 LADDER & SCUTTLE SECTION I 12" = 1'-0 ro zs> io za> 10 26> 10 23> 10 24> 10 26> ��1 LADDER & SCUTTLE PLAN I V 1/2„ _ �,_Q„ 18� <04 20 �� 16> 19> <OS 70 22> SECTION AT ROLLING STEEL DOOR HEAD 112•,=1•U' 30 OS> SLOPE — �a a a a a a TE PLATFORM WITH POSITNE WASH � d SLOPED THRESHOLD TO REGEIVE . ° ROLL-UP DOOR �,,1 SECTION AT ROLLING STEEL DOOR HEAD I I 1 1/2�� _ ��_�� 30 06> �4 03> o� m a;r o�`? ow �°x ` ° c� m°Z az �ia �� ;o o� LINTEL ]4 03> 30 09> '4 Q$> �4 Q4i 9 ELEVATION AT ROLLING STEEL DOOR 1 1/2, = 1._0, <aa zo <OS 10 <06 10 1 <OS 30 C 000 � 74 OS> 30 O5> l0 73> 74 04> 74 03> 12 ELEVATION AT ROLLING STEEL DOOR 1 1/2�� _ ��_p�� REFERENCED KEYED NOTES DIVISION 04 — MASONRY — 04 20 02 FlLL HEAD AND JAMBS WITH MORTAR. 04 20 03 WALL MATERIAL SEE FLOOR PLAN/ELEVATION. 04 20 28 WALL FLASHING SYSTEM. SEAL ALL PENETFATIONS. DIVISION OS — METAL — OS 10 22 3-1/7' X 3-1/2" X 1/4" ANGLE WELDED FRAME EXTEND AND SECURE TO BUILDING ROOF STRUCTURE AS REQUIRED. OS �0 23 2-��2" X 3/8" FLAT STEEL BAR SIDE RAILS, AND 1" m STEEL RUNGS PUNCHED INTO RAILS 12" CENTERS AND WELDED. RUNGS ARE TO BE KNURLED OR DIMPLED TREATED TO MINIMIZE SLIPPING AND ARE TO BE FREE OF SHARP EDGES. O5 10 24 PROVIDE 2-1/7' X 3/8" THICK FLAT BENT STEEL BRACKETS AT MAK 4'-0" CENTERS, WELD TO SIDE RAILS WELD TOP TO STEEL ANGLE FRAME. O5 10 25 qT METAL STUD WALL, PROVIDE 1-1/2" GR. STEEL REINFORCING CHANNELS WITH WELDED 3/8° THRU BOLTS TO RECENE BRACKETS. CUT STUD FLANGES TO RECBVE RBNFORCMG CHANNEL AT MASONRY, FASTEN BRACKETS WITH 3�8" X 2-3�4" WEDGE "RED HEAD" OR "MOLLY" ANCHOR BOLTS OS �0 26 PROVI�E 2-1/2" X 2-1/2" X 3/16" WELDED CLIP ANGLES SECURED TO CONCRETE FLOOR WITH 1/2" X 2-3�4" WEDGE "RED HEAD" OR "MOLLY"' ANCHOR BOLTS. OS 10 D 1/8° BENT STEEL PLATE, FULL HEIGHT, W/ 1/8" X 2° X 8" JAMB STRAPS AT 32" O.C- VERTICALLY SEAL ALL AROUND_ DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES — O6 10 16 CONTINUOUS SHIM BEHIND DRYWALL 06 10 17 VERTICAL W000 REINFORCING AT JAMBS. DIVISION 07 — THERMAL AND MOISTURE PROTECTION — 0� 50 16 STANDARD 1" RBER CANT, MEMBRANE FLASHWG AND COUNTER FLASHING (AS REQUIRED). 07 50 17 GASKETED FASTENER. 0� 50 18 1" X ROUGH PINE NAILER TREATED WITH CUPRINOL. 0� 50 19 WOOD NAILER FASTENED TO ROOF DECK; THICKNESS TO MATCH TOP OF ROOF DECK INSULATION. 0� 60 14 RWF SCUTTLE - 7-6" X 3'-0" TYPE "S" WITH "LADDER-UP" SAFETY POST MODEL 2 BY BILCO GO- SEGURE SGUTTLE TO ROOF STRUCTURAL STEEL WITH THRU BOLTS ACCORDWG TO MANUFACTURER'S DIRECTIONS. HINGE PINS ARE TO BE WELDED NON-REMOVEABLE. 0� 90 04 ELASTIC SEALANT. SEAL AT HEAD AND JAMBS COLOR TO MATCH FRAME (TYPICAL)- 07 90 OS WHERE JAMB MEETS FLOOR, SEAL ALL SIDES. DIVISION 08 — OPENINGS — OS �1 02 SALES AREA SIDE OF FRAME TO BE TIGHT AGAINST WALL. OS 30 05 JAMB GUIDES. SILL AN� WEATHERSTRIP BY DOOR CONTRACTOR. OS 30 06 HOOD FOR COILING DOOR AND CHAIN DRNE. OS 30 07 BRUSH TYPE WEATHERSTRIP. OS 30 08 DOOR BOTTOM BRACKET IN OPEN-DOOR POSITION TO QEAR AIR CURTAIN UNIT. PROVIDE STOP AT JAMB. OS 30 09 MANUAL PULL CHAIN GUIDE. OS 70 Ol STEEL RAIN GUARq DORBIN 101A, AT EXTERIOR FRAMES. OS 70 02 ALUMINUM THRESHOLD, SEE HARDWARE SCHEDULE, DOOR °J". DIVISION 09 — FINISHES — 09 31 OS PORCELAIN TILE BULWOSE TRIM 3" X 12" X 3/8°. 09 �� 10 FRP WALL PANELS. FLOOR TO ROOF. DIVISION 23 — HVAC — REFRIGERATION — 23 �4 03 AIR CURTAIN UNIT VERTICAL SUPPORT RODS, EACH END. FASTENED ro uNisrRUr. 23 �4 04 UNISTRUT SUPPORT FASTENED TO AIR CURTAIN UNIT. 23 74 05 WALL BRACKETS TO LATERALLY SUPPORT AIR CURTAIN. ALLOW FOR CLEARANCE OF MANUAL PULL CHAIN. DIVISION 26 — ELECTRICAL — 26 10 �3 AIR CURTAIN INSTALLED BY ELECTFICAL CONTRACTOR FURNISHED BY MECHANICAL CONTRACTOR. � � O N z z Q o Z � O N Z W � N gzo� a � g � W Z J J W 3 �p�0 J Z � W UQ�LL LL � W � w w o � �Unuinrrrq �.��5 GENF �� hZO : �EV�sT��•., ! % � No. � � � _ * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�j�G��l��\ �, � �`� � O� r zz �gz°z ¢ ��yww?i 2 �UJJF=� � QO>> i F z> �o � �<FoFaa�4°w >QUwUQWWNLLQ wa"¢�xrww�w d' Ua-Ft�ZI�u1 m 0 H t� w-ww oc�c7 ❑ =xa�>zwzLLmz _��na�¢�wo¢¢ 0 rv P m a a c� � Nw N a� � a� o a^ � �� o � H °o Q N o .°i•'� N , N N W w a� OM F d' n i > �. ¢ � a � 3 = • 3 r m � J Q W � � O O � � m � � U � O O � a M M � � w m � � Z W � O � 2 O a � U w O (n Z O � > W � � w 4 0 � 0 0 K Cn W Q Z Z Z r w � Q w W � Z �, � Z — � v � W � J = � w Q � Q a �j O U v N V M b N } Q Z W O o m O N W a � z � � 3 a a w � U Q u�i H� A-530 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED LSEE GENERAL FLOOR PLAN, ELEVATIONS, AND D SECTIONS FOR WALL TYPE �' DOORS TO BE BI-DIRECTIONAL AC11VA11NG WHEN APPROACHEO FROM EITHER SIDE � PANIC BREAKAWAY � PLAN - 1/4" = 1'-0" 510RE ADDRESS DECAL SEE GENERAL FLOOR PLAN, ELEVATIONS, AND SECTIONS FOR WALL TYPE SENSOR ` � PANIC BREAKAWAY 41 09> 12 12> I/4" _ 'I'-0 1/4, _ �,_�,. ELEVATION O O O �- R'_w . ., , ,II•II, 41 06> GLASS TYPES A. 1" TINTED, LOW-EMISSI VI TY COATED, TEMPERED, INSULATING, LAMINATED GLASS B. �{s� TINTED, LAMINATED SAFETY GLASS. C. 1" TINTED, LOW-EMISSIVITY COATED, INSULATING c�nss. II 1 . 0" 10° iQ � p �s W . ' I o vy � i � HINGES: 1 1/2" PAIR BUTiS, FBB-179 4 1/2" X 4 1/2" PC, STANLEY PULL/PLATE' 8305-8, 4" X 16", US26D. IVES CLOSER: 7500DA-M, ALUMINUM NORTON FLOOR Bl1MPER: 436B, US26D.IVES SILENCERS: RUBBER SR64 IVES NOTES: 2. 3. 6. 7. 9. 10. 13. 14. 15. 17 � Z X ❑ �a / � �I a "' � � 0 HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 1/7' X 4 1/7' PQ STANLEY LOCK: USE COMBINATION LOCKSET, NOTE 16 CLOSER: 16018F, ALUMINUM NORTON FLOOR BUMPER: 43fiB, U526D. NES SILENCERS: RUBBER SR64 IVES �� 1.2.3.6.7.11.13.14. i6 � 0 i� 0 HINGES: 1 1/7 PAIR BUTTS, FBB-179 4 1/7 X 4 1/2" PQ STANLEY LOCKSET: ONE SCHLAGE AL53PD-SAT-626 (STOREROOM FUNCTION) CLOSER: 1601BF, ALUMINUM NORTON 9LENCERS: RUBBER SR64 IVES NOTES: 1. 2. 3, fi, 11, 13. 14. ��ETWEEN SALES & EMPLOYEE AREA ��1T0 OFFICE �,�,�TO SECOND FLOOR ~ 1/8„ _ �,_�,� rl 1/8�, _ �,_�,� V 1/8,� _ ��_p�� Hi��: � 3' PAIR BUTTS, FBB-179, 4-1�2"x4-1/2" PC, STANLEY. LOCKSEi: NOTE 16. DEAD LEAF TO RECEIVE CONCEALED TOP & BOTTOM FLUSH BOLTS, STRIKE PLATE FOR LOCK, AND ASTRAGAL MOUNTED ON SALES SIDE. 2' ��-0� 2" CLOSER: 3-4 7500BFH-M, AWMINUM NORTON (AC11VE LEAF ONLY). 'w FLOOR BUMPER: .i o � 436B, U526D,IVES. 0 4' � SILENCERS: RUBBER GJ64 GLYNN JOHNSON. 1 NOTES: /' ` 1-3, 6, 7, 8, 10, 13, 16 ../ 1 'I Z X Z Q � � �I a "' a � o HWGES: 1 1/2" PAIR BUTTS, FBB-179 4 1/2° R 4 1/2" PC, STANLEY PULL/PLATE: 8305-8, 4" X 16°, U526D. IVES PUSH PLATE: 8200, 4"X 16°, US26D. IVES CLOSER: 1601BF, AWMINUM NORTON FLOOR BUMPER: 436B, U526D. IVES SILENCERS RUBBER SR64 I�ES No�s: 2.3.6.7.11.13.14.15 � 0 I I� 0 HINGES: 1 1/7 PAIR BUTTS, FBB-179 4 1/2' X 4 1/2" PC, STANLEV LOCKSET: ONE SCHLAGE AL53PD-SAT-626 (OFFlCE FUNCTION) CLOSER: 1601BF, ALUMINUM NORTON 9LENCERS: RUBBER SR64 IVES NOTES: 1, 2. 3. 6, 11. 13. 14, � � �� HINGES: PAIR OF SPRING LOADED HINGES, STANLEY. 2060R USP LOCKSET: ONE SCHLAGE AL25D-SAi-626 WEATHER STRIP: 3995, VINYL DORBIN OR EQUAL, ALL AROUND FRAME NOTES: 2, 3, 4, 6 �o�TO STOCK / MARKET SERVICE AREA %,1T0 EMPLOYEE ROOM �,-,�TO SECOND FLOOR �T1T0 COMPACTOR CHUTE ° 1/8„ _ �,_�,� I 1/8�, _ �,_�,� r 1/8,� _ ��_p�� I 1/8. _ �,_�,� NOTE: QQ�R� HINGES: A READILY VISIBLE DURABLE WOOD DOOR TO BE LAMINAiED WIiH: 1 1/2" PAIR BUTTS, FBB-179 SIGN IS POSTED ON THE - WILSONART "BLONDE ECHO" 4 1/2" X 4 1/2" PC, 51ANLEY EGRESS SIDE ON OR /�7939X-38, CRO55 GRAINED (NON-REMOVABLE PIN WITH SECURITY ADJACENT TO THE DOOR pqTTERN. "BLONDE ECHO" STUD) STATING: "DEADBOLT TO LAMINATE ON SALES SIDE OF REMAIN UNLOCKED WHEN DOOR ONLY. SECl1RITV PANIC BAR BUILDING IS OCCUPIED°. THE - WILSONART °DESIGNER WHITE° WALGREEN SECURITY LEVELS 1& 2: SIGN SHALL BE M LETTERS 1" /{D354-60. "DESIGNER WHITE" SUR-LOCK MODEL, $1/0 2000L W1TH A HIGH ON CONiRASiING LAMINATE ON PHARMACY SIDE OF STANDARD MORTISE CYLINDER BACKGROUND. DOOR ONLY. HINGES: WALGREEN SECURITY LEVELS 3. 4. & 5: HN� KAPLO55 SECURIiY, INC.; iRIDENT KAP 1 1/2" PAIR BUTTS, FBB-179 1 1/2" PAIR BUTTS, FBB-179 T-6 POINT, PANIC EXIT LOCK INCLUDES 4 1/2" X 4 1/2" PC, STANLEY 4 1/7' X 4 1/2" PC, STANLEY MORiISE CYLINiER FOR BATIERY ALARM. CUSTOM WALGREENS MWEL � LOCKSET: LOCK: �'KAP-T6. MORTISE CYLIN�ER 'I "I ONE SCHLAGE AL53PD-SAT-626 COMBINAiION LOCKSET. N01E i6. (OFFICE FUNC110N) CLOSER: DEADBOLT: UNI P7705DA-M, ALUMINUM NORTON - CLOSER: =�'—a�. B66DP-626, SCHLAGE DEADBOLT .�ir � 1601BF, ALUMINUM NORTON I I CENTERLWE 8" BELOW CYLINDER BORE. THRESHOLD: z a 78A, 4" X AO" ALUMINUM DORBIN � o SILENCERS: �� CLOSER: � � 5 EE . RUBBER SR64 IVES � - 1601BF, ALUMINUM NORTON ' ° �° �� 436BR U526DERIVES o � 399AVEVINYLRDORBIN DORBW ��2 3, 6, 11, 13, 14, SILENCERS: RUBBER SR64 IVES ONE-WAY VIEWER: NOTES: X698 190 ALUMINUM IVES 1, 2. 3. 6, 7. 11. 13. 14, 16 �� 2. 3. 6. 8. 9 TO PHARMACY �,�TO EXTERIOR TO SECOND FLOOR D � �SEBtlaIT1 BRTE PBCRET 9EBtlRFFY-�E-BBB� Q 1/8"=1'-0" \- /��"�E DE� URABLE WALL i0 RECEIVE DURABLE WALL FINISH ��8��-��'0�� FINISH TO DEPTH OF 12". TO MATCH SURROUNDING �_�.� 10" W 'X � i � � i. n � vv HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 1�2° X 4 1�2" PC. SiANLEY LOCK: ONE SCHLAGE AL80PD-SAT-626 (STOREROOM FUNCTION) W/DETECTABLE WARNING KNURLE� HANDLE. CLOSER: 7500DA, ALUMINUM NORTON FLOOR BUMPER: 4368. U526D. I�ES SILENCERS: RUBBER SR64 IVES NOTES: 2 _�p. � W � o HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 1/2° X 4 1�2° PC, STANLEY LOCKSET: ONE SCHLAGE AL53PD-SAT-626 (ENTRY FUNCTION) � I I LC OSER: 1601BF, ALUMINUM NORTON ' SILENCERS: � � RUBBER SR64 IVES � NOTES: ^ DO�R' ALUMINUM DOOR WITH LAMINATED GLA55 PROVIDE� BY CURTAINWALL CONTRACTOR HINGES: bALL BEARING BUTTS LOCK: DEADBOLi LOCK PUSH PULL HARDWARE: MANUFACTURER STANDARD. CLOSER: CONCEALE� DOOR CLOSERS THRESHOLD WEATHERSTRIPPING SLIDING GLA55 DOOR PANELS � 2 1/2" GLASS PANEL OVERLAP BACK TO BACK, 6" BRUSHED CHROME PULL HANDLE PANEL FLOOR GUIDE �1T0 CONSULT ROOM v 1/8" = 1•-0•' SECURITY GATE POCKET TO RECEIVE DURABLE WALL FINISH TO DEPTH OF 12". SEE I-211 SECURITY GATE DOOR TO RECEIVE DURABLE WALL FINISH TO MATCH SURROUNDING HINGES FULL INSEi EURO HINGE FURNISHED WITH SECURITV GATE BY �MI. PULL PROVIDE STAINLESS STEEL OR ALUMINUM, FINGER PULL OPPOSITE OF HINGES FURNISHED WITH SECURITY GATE BY QMI. NOTES: 3,4 � 1-3, 6-7, 11, 13 & 14 ABOVE 7, p, 3, 6, 11, 13, 14, DOOR SWEEPS ACCORDION �� GRILL ETAIL ETAIL ,",°i 3, 6, 7, 11, 13, 14, i6 4'-'�2 -1-0 7'-'�z -'-0 E TO TECH ROOM � TO PORTER ROOM R TO STAIR WELL V HARMACY SECURITY DOOR VB" = 1._�, 1/8'• = 1• 0•' 1/8, = 1�_�" 1/8,• - �• 0" � <oa ai it GOB 41 12 5 ETAIL 1-1/2., _ �,_�,. � •� � _•�� : 6 ETAIL ,_„2.,=,,_o„ �'I.I� � ETAIL . o�r� 8 1-1/2" = 1�_�, e O o o �n NOTE: REFER TO NOTE 10, DOOR AND HARDWARE SCHEDULE, SHEET A-610. �WOOD DOOR HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 1/2" X 4 1/2" PC, STANLEY PULL/PLATE 8305-8, A" X 16", U526D. IVES PUSH PLATE: 8200, 4" X i6", US2fiD. IVES CLOSER: 1601BF, ALUMINUM NORTON FLOOR BUMPER: 436B, U526D. IVES SILENCERS: RUBBER SR64 IVES NOTES: 2, 3,6,9,11,13,14 RAISE OVERHEAD DOOR HOOD TO CLEAR AIR CURTAIN UNIT. SEE SHEET A-530 FOR DETAIL ONE-WAY V1510N PANEL LOCATE IN CENTER OF DOOR SLAT. LATCH SIDE �� HINGE SIDE G TO TOILET ROOM (WITH STALLS) N TO LOADING DOCK PROTECTION PLATE� 1/8" = 1'-0" 1/8" = 1'-0" OVERLAP TYPE DOOR EDGE PROTECTOR 9 ETAIL 3., _ �,_�„ MINIMUM 9° CLEAR BOTH SIDES. PROVIDE PERIMETER & HOOD WEATHER SEALS. PULL CHAIN: CHAW SIDE IS OPPOSITE CONVEYOR. SEE FIXTURE PLAN INDUSTRIAL GRADE (1/4" MINIMUM THICKNESS) SLIDE BOLT FOR PADLOCK EACH SIDE NOTES: 1, 2. 4. 6, °o I f�� MINIMUM 9" CLEAR BOTH SIDES. PROVIDE PERIMETER & HOOD WEATHER SEALS. MOTORIZED COIL PUSH BUTTONS AT INTERIOR OF SERVICE AREA ADJACENT � TO MAN DOOR 'I 'I INDUSTRIAL GRADE (1/4' MINIMUM THICKNESS) � SLIDE BOLT FOR PADLOCK � EACH SIDE ip, 0 NOTES: 1, 2, 4. 6, HINGES: 1 1/2" PAIR BU115, FBB-179 4 1/2" X 4 1/2" PC, STANLEY LOCKSET: ONE SCHLAGE AL53PD-SAT-626 (OFFICE FUNCPON) CLOSER: 16018F, ALUMINUM NORTON qirurrac; RUBBER SRfi4 IVES NOTES: 1. 2, 3. 6. 11. 13, 14. BASIS OF DESIGN: "OVERHEAD DOOR" COILING DOOR R SERIES 620 'MTH WEATHER PROOF HOOD - �OOR AN� HOOD TO BE POWDER COATED TO MATCH ARCHITECTS COLOR SELECTION - PROVIDE WEATHER SEALS OPERATOR - RS%-RS N1TH E%TERIOR MOTOR COVER FOR WET CONDITIONS - 1/2 HORSE POWER MOTOR - PUSH BUTTON CONTROL NEMA 4X - FAIL SAFE MONITORED PHOTO EYE S TO LOADING DOCK W EXAM 1/8" = 1'_0" 1/8" = 1,-0„ REFERENCE KEYNOTES DMSION 07 - THERMAL AND MOISTURE PROTECTION - 07 90 03 TYPICAL 1/4" BLOCKING, BACKER ROD AND SEALANT MATCHWG FRAME COLOR. DIVISION OS - OPENINGS - OS 41 06 �-3/4° FLUSH CART BARS. OS 41 07 ALUMINUM THRESHOLD, (EXTENDED FULL LENGTH OF OPENING), 1/4" X 4" WIDE X CONTINUOUS RIBBED WITH BEVELED EDGES ACROSS MASONRY OPENING. 08 41 08 KEYED ENTRY SWITCH 4'-0° A.F.F. KEY SWITCH TO BE KEYED ALIKE TO THE ADAMS RITE DOOR HOOK LATCH. OS 41 09 STAINLESS STEEL GUIDE RAIL 30"H X 36"L (CORE DRILLED, PROVIDED BY DOOR MFR., INSTALLED BY GENERAL CONTRACTOR). OS 41 10 RECESSED PULL HANDLE IN MUNTIN BAR, (ENTRY DOOR ONLY). OS 41 11 BASE SET IN SEALANT TAPCON 1/4" X 1-3/4" � 12" O.C. OS 41 12 ANCHORS 18" O.C. 6° FROM ENDS - TYPICAL (USE //4 POWDER DRIVEN � STEEL, 1/4" WS C� WOOD, 1/4" TAPCON � CONCRETE). DIVISION 10 - SPECIALTIES - 10 14 53 WALGREENS STORE HOURS SIGN BY WALGREENS. 10 14 54 "IN EMERCENCY PUSH TO OPEN" DECAL QNSTALL ON MUNTIN BAR, STORE SIDE ONLY). DIVISION 32 - EXTERIOR IMPROVEMENTS - 32 12 12 SECURITY BOLLARDS IN HIGH SECURITY LOCATIONS. BY GENERAL CONTRACTOR. SEE DETAIL 7/C-510. DOOR & HARDWARE SCHEDULE NOTES L LOCKING HARDWARE TO USE STANDARD KEYWAYS AND CYLINDERS. LOCKING HARDWARE TO BE KEYED IN THREE SETS: A) PHARMACY DEADBOLTS SHALL BE KEYED ALIKE. B) ALL COMBINATION LOCKSET OVERRIDE KEYS SHALL BE KEVED ALIKE FOR SER�ICE C) ALL OTHER STORE HARDWARE WITH KEYS SHALL BE KEYED ALIKE. 2. NOTE TO ARCHITECT: DETERMINING FIRE RATING OF DOORS AN� FRAMES IS REQUIRED BY CODES. LABEL DOOR IN SCHEDULE. 3. SEE FLOOR PLAN FOR DOOR SWINGS. 4. W.O. = WALL OPENING: VERIFY WITH FLOOR PLAN. 5. NOT USED. 6 UNLESS NOiED OiHERWISE, INIERIOR DOORS ARE WOOD, EXIERIOR DOORS ARE METAL. 7. NSION PANELS: A. VISION PANELS TO BE LAMINATE� SAFETV GLASS. 4"W X 25"H IN DOORS "A", "B°,AND "B7". 15"'W X 30"H IN DOORS "H" AND "I". B. DOOR "D" HAS 15"X30" TRANSLUCENT WHITE (FROSTED) LAMINATED SAFETY GLASS. C. USE TRANSPARENT MIRROR (ONE-WAY) GLASS AS DESCRIBE�: • DOOR "D" ALWAYS TRANSLUCENT (FROSTED). • DOORS ON EXIT AND PUBLIC COORIDORS. • DOORS FAQNG SALES AREA. D. REMOVABLE METAL GLASS STOPS TO BE OPPOSITE OF THE SECURE SIDE OF DOOR; EXCEPT PHARMACY TO BE ON SECURE SIDE. E. METAL STOPS AND FRAMES TO BE PRIMED AND PAINTED. F. FIRE RATED VISION PANELS TO BE USED IN RATED DOORS AS REQUIRED BY CODE. G. 42" MIN. - 4J" MAX. AF.E TO BOTTOM OF GLASS (A.D.AJ. 8. EXIT DOORS: DURING BUSWESS HOURS EXIT DOORS SHALL BE OPERABLE FROM INSIDE W1iH0Ui USE OF A KEY. -HARDWARE SHALL CONFORM 10 APPLICABLE ACCESSIBILITY STANDARDS. -FlRE DOORS AND FRAMES SHALL BE U.L "B" LABEL RATED 1 1/2 HOURS. EXTERIOR EXIT �OORS WILL ONLY HAVE DELAYED EGREES (ALARM LOCK, MODEL 715) WITH P IA A TH RI ATI N FR M WA R N PR V NTI N. �9. NAME PLATES (TOILET ROOMS & PUBLIC ACCESSIBLE E%IT DOORS): COMMERCIAL GRADE A.D.A. COMPLIANT TACTILE SIGN (MEN, WOMEN, IHANDICAPPED & EXIT). SIGNS TO HAVE BRAILLE, REGULAR COPY AND PICTOGRAPH OF WHEEL CHAIR. SIGN i0 BE MOUNiED 60' O.C. A.F.F. ON I WALL AT LATCH SIDE OF DOOR. 10. PROTECTION PLATES: SHALL BE STAINLE55 STEEL, 20 GAUGE, U532D FINISH, 42" MAX. HIGH `MTH OVERLAP TYPE DOOR E�GE PROTECTORS, (SiANDARD 18 GAUGE) APPLIED TO BOTH E�GES OF DOOR. MATCH HEIGHT TO PROTECTION PLATES. MANUFACNRER: ROCKWOOD; (DOOR EDGE, PART p308 AND q309). NOTE PART q309 IS TO BE APPLIED TO TAPERED EDGE OF �OOR ONLY. 11. KICK PLATES: SHALL BE STAWLE55 STEEL W1TH U532D FlNISH. 10" HIGH AND 2" LE55 THAN DOOR WIDTH. MANUFACTURED BY ROCKWOOD OR APPROVED EQUAL. INSTALL ON PUSH SIDE ONLY, EXCEPT DOOR °C' TO RECEIVE KICK PLATES ON BOTH SIDES. 12. ROLLING SHUTTER (AT CONVEYOR SHAFT): U.L LABEL AS REQUIRED. FACE MOUNTWG MANUAL OPERATION, CYLINDER LOCK. (SEE NOTE $1 ON DOOR & HARDWARE SCHEDULE). 13. SALES AREA DOOR CLOSERS TO BE MOUNTED ON SIDE OF DOOR OPPOSITE SALES AREA. OTHER INTERIOR DOOR CLOSER TO BE MOUNTED ON ROOM SIDE OF DOOR. ATTACH CLOSURE TO DOOR AND ATTACH ARM ASSEMBLY 10 FRAME, 1YPICAL. ALL CLOSERS SHALL HAVE A MAXIMUM 5 POUNDS PULL PER ADA. 14. UNDERCUT DOOR 1". 15. LATCHING IS REQUIRED FOR FIRE-RATED DOORS. USE SCHLAGE AL105-SAT-626. 16. COMBINATION LOCKSET W1TH SERVICE KEY OVERRIDE TRILOGY DL2700 BY ALARM LOCK, 1-800-252-5625 OR MARKS IQiL/26D, BY MARKS, U.S.A. 1-800-526-0233. 17. FOR 4 AND 5 SECURIiY LEVEL STORES, ADD PG30 MS-WG W/PUSH i0 E%IT BUTTON, (NON-LATCHED, ANNUNCIATION ALARM) BY ALARMLOCK (TO EXIT PASSAGE FROM SALES). STOREFRONT NOTES 1. GLASS BELOW 7'-0' TO BE LAMINATED 2. SEE MANUFACTURER'S SHOP DRAWWGS (DIMENSIONS MAV VARY). SPECIFY FRAME COLOR 1. COORDINATE FRAMES OF AUTOMATIC DOORS, WINDOW STOREFRONT, AND DRIVE-THRU WINDOW FINISHES TO MATCH. CLEAR ANODIZED Z Z 4 � Z � � N � Z p o a�� W Z J J w� H��p J Z � W U¢�LL LL C7 W y w � � ��UUUiinr�q . � r� GEI�e : ��P ,........ �O �% ` �0.: ��15TER�•.� �� ' No. ' � � _ * ? AR19600180 ; * _ : STATE OF : - / •.�WOIPNP..•: c AR � �. K��V�f�!��V� N I � K � U1 O� r zz �gz°z Q ��}WW=2 2 �f/1 JF=0 � Q O» i F z> UQ�Qt�qQO �OO > Q U w U Q W W� LL � wa"¢ttxrww�w K Ua-�tq ZI�m N 0 HN w-ww oC�c7 ❑ =xa�>zwzLLmz _tima�¢�wo¢a P � P m a a c� \ Nw oQ a °' � a� n o �� op � NO ¢ 'n o .°i, m � 7P N N O� � ai: wa .- � s° � i > �. U � a a � 3 Z ' ; N m W J � � W 2 U � � O 0 0 a c� M � � W m � � z W � � � � Z O � a o � o tUn o w a o (n Z � � � W � � o w rv r o � � � � Z � � � � W Q Z Z Z r w J Q w w Z Z F V �+- W � Q � � a �j O U N 7 � 0 � N � O o m O N� a�o z� � n ¢ 2 a .:; w A-610 COPYRIGHT OO 2012 WALGREEN CO. ALL RIGHTS RESERVED `SEE GENERAL FLOOR PLAN, ELEVATIONS, AND D SECTIONS FOR WALL TYPE DOORS TO BE BI-DIRECTIONAL ACTIVATMG WHEN APPROACHED FROM BTHER SIDE � PANIC BREAKAWAY � PLAN - 1/4" = 1'-0" STORE ADDRESS DECAL SEE GENERAL FLOOR PLAN, ELEVATIONS, AND SECTIONS FOR WALL TYPE MOTION DETECTOR �AND PRESENCE SENSOR ` � PANIC BREAKAWAY 41 09> 12 12> AL ELEVATION I /4" = 1'-0 O O O a� os> 1/4, _ �, p,. OS 41 12> % 07 90 03> GLASS TYPES A- Y' TINTED, LOW-EMISSIVITY COATED, TEMPERED, NSULATING, LAMINATED GLASS B. s/6' TINTED, LAMINATED SAFETY GLA55. C. 1" TINTED, LOW-EMISSIVITY COATED, INSULATING GLASS. 0' 10" Z X � � Q � ❑ � � _ : i o � a � i � HINGES 1 1/7' PAIR BUTTS, FBB-179 a i/z" x a i/z° Pc, sia.N�ev PULL/PLATE' 8305-8, 4° X 16", US26D. IVES CLOSER' 7500DA-M, AWMINUM NORTON FLOOR BUMPER: 4368, US26D.IVES SILENCERS' RUBBER SR64 IVES NorES: 2. 3. 6. 7. 9. 10. �3. 14, 15. 17 � Z X � � � � va �; 0 ��N�Es 1 �/2" PAIR BUTTS, FBB-179 a�/z" x a i/z" ac. srnN�v LOCK: USE COMBINATION LOGKSET, NOTE 16 CLOSER: 160�BF, AWMINUM NORTON FLOOR BUMPER�. 436B, US26D. NES SILENCERS' RUBBER SR64 IVES NOTES' 1. 2. 3, 6. 7. 1�. 13, 14. 16 � 0 ^ o HiNCES: � 1/2" PAIR BUTTS, FBB-�79 a�/2° x a�/z" Pc, sTnN�er LOCKSET: ONE SGHLAGE AL53PD-SAT-626 (STOREROOM FuNCTiON) CLOSER_ 1601BF, AWMINUM NORTON SILENCERS' RUBBER SR64 IVES NOTES. �.2.3.6. 11. 13.14. ��ETWEEN SALES & EMPLOYEE AREA �1T0 OFFICE ��TO SECOND FLOOR r1 vs„ _ i,_o„ n va„ _�,_o„ v vs„ _ �,_o„ HINGES: 4=_y 3 PAIR BUTTS, FBB-179 a i/z° x a i/z° Pc, srnN�ev �._p.. -4 LOCK' �6 COMBINATION LOCKSEL NOTE 16. LC OSER; z x 7500H-M, ALUMINUM NORTON � � Q � FLOOR BUMPER�. � � M 4368, US26D. IVES �a � SILENCEFS_ RUBBER SR64 NES NOTES: 1. 2, 3, 6. 7, 1 Q 13. 16 CONFlRM HARDWARE AT THIS DOOR WITH WALGREENS � Z X � � � � vy � o HINGES: 1 1�2" PAIR BUTTS, FBB-1�9 4 1/2" X 4 1/2" PQ STANLEY auu/P�nre 8305-8, 4" X 16", U526D. NES PUSH PLATE: 8200, 4"X 16", U526D. NES CLOSER: 1601BF, AWMINUM NORTON FLOOR BUMPER: 436B, US26D.IVES SILENCERS' RUBBER SR64 IVES NOTES: 2, 3, 6, 7, 11, 13, �4, 15 � 0 � o HINGES: � 1/2" PAIR BUiiS, FBB-179 a�/2" x a i/2" Pc, sTnN�er LOCKSET' ONE SGHLAGE AL53PD-SAT-626 (OFRCE FUNCTION) CLOSER: 1601BF, AWMINUM NORTON SILENCERS' RUBBER SR64 IVES NOTES'. �.2.3.6. 11. 13.14. � � � � HWGES- PAIR OF SPFING LOADED HINGES, STANLEY, 2060R USP LOCKSET. ONE SCHLAGE AL25D-SAT-626 WEATHER STRIP' 3995, VINYL DORBIN OR EOUAL ALL AROUND FRAME NOTES: 2. 3, 4, 6 ��TO STOCK / MARKET SERVICE AREA �,1T0 EMPLOYEE ROOM ��TO SECOND FLOOR �1T0 COMPACTOR CHUTE ° 1/6„ _ �,_p,� I 1/8�, _�,_p,� r 1/8,� _ ��_p�� I 1/8,� _��_0„ N�TE' A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATWG: 'bEADBOLT TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"_ THE SIGN SHALL BE M LETTERS 1 HIGH ON CONTRASTING BACKGROUND. � Z X � � �� N� a� � o DOOR- WOOD DOOR TO BE LAMINATED WITH: - WILSONART °BLONDE ECHO° q7939X-38, CROSS GRAWED PATTERN. "BLONDE ECHO" LAMINATE ON SALES SIDE OF DOOR ONLY. - WILSONART "DESIGNER WHITE" qD354-60_ "DESIGNER WHITE" LAMINATE ON PHARMACY SIDE OF DOOR ONLY. HINGES' � 1/2" PAIR BUTTS, FB8-�79 a�/z' x a�/z" Pc, sraN�er LOCK: COMBINATION LOCKSEL NOTE 16- DEADBOLT: B66�P-626, SCHLAGE. �EADBOLT CENTERLME 8" BELOW CYLINDER BORE. CLOSER: 1601BF, ALUMINUM NORTON FLOOR BUMPER: 4368, U526D.IVES SILENCERS_ RUBBER SR64 IVES NOTES: 1, 2, 3. 6, �. 11. 13. 14. 16 p TO PHARMACY 1/8�� _ ��_p�� .. 10" ro 'x � � �� N M �aa HINGES: 1 1�2" PAIR BUiTS, FBB-1�9 a i/�" x a i/z" Pc, sTnN�Er LOCK: ONE SCHLAGE AL80PD-SAT-626 (STOREROOM FUNCTION) W/DETECTABLE WARNING KNURLED HANDLE. CLOSER: 7500DA, AWMINUM NORTON FLOOR BUMPER� 436B, U526D.IVES 9LENCERS: RUBBER SR64 IVES NOTES' 1-3, 6-7, 11, 13 & 14 ABOVE H W GES: 1 1�7' PAIR BUTTS, FBB-179 a i/z° x a i/z'• Pc, srnN�Ev (NON-REMOVABLE PIN WITH SECURITY STUD) SECURITY PANIC BAR WALGREEN SECURITY LEVELS 1& 2' SUR-LOCK MODEL, �{i/0 2000L WITH A STANDARD MORTISE CYLINDER WALGREEN SECURITV LEVELS 3 4& 5- KAPLOSS SECURITY, INC.�, TRIDENT KAP T-6 POINT, PANIC EXIT LOCK WCWDES MORTISE CYLINTER FOR BATTERY ALARM. CUSTOM WALGREENS MODEL �jKAP-T6. MORTISE CYIJNDER CLOSER' � UNI P]�O5DA-M, AWMINUM NORTON THRESHOLD: 78A, 4" X 40' AWMINUM DOR81N ° 0�� SWEEP_ �i o 83AL, X 40" RUBBER DORBIN � WEATHER STRIP: 399AV, VWYL DORBIN ONE-WAY VIEWER' �698 190 AWMINUM NES NOTES: 2, 3, 6, 8, 9 � TO EXTERIOR iB�. _ �. �.� H W GES: 1 1/7' PAIR BUTTS, FBB-179 a i/2" x a i/z" Pc, srnN�Ev 2._�Q.. � LOCKSET' ONE SCHLAGE AL53PD-SAT-626 (ENTRY FUNCTION) CLOSER: °j 1601BF, ALUMINUM NORTON i � o SILENCERS' RUBBER SR64 IVES NOTES: 1.2.3.6. n.13.14. � ro � o HINGES' 1 1/2° PAIR BUTTS, FBB-1�9 a i/z" x a i/z" ac. s1nN�ev LOCKSET_ ONE SCHLAGE AL53PD-SAT-626 (oFFICE FuNCTION) CLOSER: �601BF, AWMINUM NORTON SILENCERS_ RUBBER SR64 IVES NOTES: 1, 2, 3. 6, 11, 13, 14. ro� SLIDING GLA55 DOOR PANELS 2 1/7' GLASS PANEL OVERLAP BACK TO BACK, 6° BRUSHED CHROME PULL HANDLE PANEL FLOOR GUIDE Q TO SECOND FLOOR U TO CONSULT ROOM 1/8�� _ ��_�„ 1/8.� _ �� i � � ETAIL ETAIL "oi� 3, e, �, n, �3, �a, �e 4'-'�2 -1-0 7'-'�z -'-0 E TO TECH ROOM � TO PORTER ROOM R TO STAIR WELL V HARMACY SECURITY DOOR 1/8" = 1._�, 1/8'• = 1• 0•' 1/8, = 1�_�" 1/8" = 1� ��. DOOR' AWMINUM DOOR WITH LAMINATED GLASS PROVIDED BY CURTAINWALL CONTRACTOR HINGE3 bALL BEARWG BUTTS LOCK DEADBOLT LOCK PUSH PULL HARDWARE: MANUFACTURER STANDAR�. CLOSER: CONCEALED DOOR CLOSERS THRESHOLD WEATHERSTRIPPING DOOR SWEEPS ACCORDION _ GRILL �'I. � <08 41 �1 <OS 41 12 � ETAIL O ETAIL o�� 5 1-1/2„ _ �,_�,. V 1-1/2,. _ �,_�., � Q a � o �n No�: REFER To NorE ,o, <07 90 03 <OS 41 12 / 6 ETAIL ,_„2„=,,_o„ DOOR AND HARDWARE SCHEDULE, SHEET A-6�0. WOOD DOOR LATCH SIDE �// HINGE SIDE PROTECTION PLATEJ /I OVERLAP TYPE OOORJ EDGE PROTECTOR 9 ETAIL 3„ _ �,_p„ HINGES' 1 1/2" PAIR BUTTS, FBB-179 a�/2" x a i/2' ac, srnN�ev PULVPLATE 8305-8, 4" X 16", US26D. NES PUSH PLATE 8200, 4" X i6", US26D. NES CLOSER: 1601BF, AWMINUM NORTON FLOOR BUMPER: 4368, U526D_IVES SILENCERS RUBBER SR64 IVES NOTES: 2, 3, 6. 9, 11, 13, 14 RAISE OVERHEAD DOOR HOOD TO CLEAR AIR CURTAIN UNIT. SEE SHEET A-530 FOR DETAIL ONE-WAY VISION PANEL LOCATE M CENTER OF DOOR SLAT. G TO TOILET ROOM (WITH STALLS) N TO LOADING DOCK 1/6„ _ �,_p,� 1/8�, _ �,_p,� MINIMUM 9" CLEAR BOTH SIDES- PROVIDE PERIMETER & HOOD WEATHER SEALS. PULL CHAIM CHAIN SIDE IS OPPOSITE GONVEYOR_ SEE FIXTURE PLAN NDUSTRIAL GRADE (1�4" MINIMUM THICKNESS) SLIDE BOLT FOR PADLOCK EACH SIDE NOTES: 1, 2, 4. 6, 00 I v�� MINIMUM 9° CLEAR BOiH SIDES- PFOVIDE PERIMETER & HOOD WEATHER SEALS. MOTORIZED COIL PUSH BUTTONS AT INTERIOR OF SERVICE AREA ADJACENT TO MAN DOOR NDUSTRIAL GRADE (1�4' MINIMUM THICKNESS) SLIDE BOLT FOR PADLOCK EACH SIDE NOTES: 1, 2, 4. 6, BASIS OF DESIGM °OVERHEAD DOOR" COILING DOOR R SERIES 620 WITH WEATHER PROOF HOOD - DOOR AND HOOD TO BE POWDER COATED TO MATCH ARCHITECTS COLOR SELECTION - PROVIDE WEATHER SEALS OPERATOR - RSX-RS WITH EXTERIOR MOTOF COVER FOR WET CONDITIONS - 1/2 HORSE POWER MOTOR - PUSH BUTTON CONTROL NEMA 4X - FAIL SAFE MONITORED PHOTO EvE S TO LOADING DOCK 1/8,� _ ��_p�� m a W EXAM 1/8,� _ ��_0„ HINGES 1 1�2" PAIR BUTTS, FBB-179 a i/z° x a i/z° Pc, srnN�ev LOCKSET: ONE SCHLAGE AL53PD-SAT-626 (OFRCE FUNCTION) CLOSER' 1601BF, ALUMINUM NORTON SiLENCERS- RUBBER SR64 NES NOTES: 1. 2. 3, 6. 11. 13, 14, REFERENCE KEYNOTES DIVISION 07 - THERMAL AND MOISTURE PROTECTION - 07 90 03 TYPICAL 1�4° BLOCKING, BACKER ROD AND SEALANT MATCHWG FRAME COLOR. DIVISION OS - OPENINGS - OS 41 06 1-3�4° FLUSH CAR7 BARS. 08 41 07 ALUMINUM THRESHOLD, (EXTENDED FULL LENGTH OF OPENING), 1�4° X 4" WIDE X CONTINUOUS RIBBED WITH BEVELED EDGES ACROSS MASONRY OPENING. OS 41 08 KEYED ENTRY SWITCH 4'-0" A.F.F. KEY SWITCH TO BE KEYED ALIKE TO THE ADAMS RITE DOOR HOOK LATCH. 08 41 09 STAWLESS STEEL GUIDE RAIL 30"'H X 36"L (CORE DRILLED, PROVIDED BY DOOR MFR., INSTALLED BY cENERn� coNrRncroR). 08 41 10 RECESSED PULL HANDLE IN MUNTIN BAR, (ENTRY DOOR ONLY). OS 41 11 BASE SET IN SEALANT TAPCON 1�4" X 1-3�4' @ 12" QC. O8 41 12 ANCHORS 18° O.C. 6° FROM ENDS - TYPICAL (USE #4 POWDER DRIVEN @ STEEL, 1/4" WS � WOOD, 1/4" TAPCON @ CONCRETE). DIVISION 10 - SPECIALTIES - 10 14 53 WALGREENS STORE HOURS SIGN BY WALGREENS. 10 14 54 "W EMERCENCY PUSH TO OPEN° DECAL (INSTALL ON MUNTIN BAR, STORE SIDE ONLY). DIVISION 32 - EXTERIOR IMPROVEMENTS - 32 12 12 SECURITY BOLLARDS IN HIGH SECURITY LOCATIONS. BY GENERAL CONTRACTOR. SEE DETAIL 7�C-510. DOOR & HARDWARE SCHEDULE NOTES L LOCKING HARDWARE TO USE STANDARD KEYWAYS AND CYLINDERS. LOCKING HARDWARE TO BE KEYED IN THREE SETS: A) PHARMACY DEADBOLTS SHALL BE KEYED ALIKE B) ALL GOMBINATION LOCKSET OVERRIDE KEYS SHALL BE KEYED ALIKE FOR SERVICE C) ALL OTHER STORE HARDWARE WITH KEYS SHALL BE KEYED ALIKE. 2 NOTE TO ARCHITECT�. DETERMINING FlRE RATWG OF DOORS AND FRAMES IS REQUIRED BY CODES- LABEL DOOR M SCHEDULE 3- SEE FLOOR PLAN FOR DOOR SWINGS- 4. W.O. = WALL OPENING' VERIFY WITH FLOOR PLAN. 5. NOT USED. 6 UNLE55 NOTED OTHERWISE, INTERIOR DOORS ARE WOOD, EXTERIOR DOORS ARE METAL. Z VISION PANELS: A. VISION PANELS TO BE LAMINATED SAFETY GLASS. 4"W X 25"H IN DOORS "A", "B",AND "81". 15'W X 30"H IN DOORS "H" AND "I". B. DOOR "D° HAS 15'X30° TRANSLUCENT WHITE (FROSTED) LAMINATED SAFETY GLASS. C. USE TRANSPARENT MIRROR (ONE-WAY) GLASS AS DESCRIBED: • DOOR "D" ALWAYS TRANSLUCENT (FROSTED). • DOORS ON EXIT AND PUBLIC COORIDORS. • DOORS FACING SALES AREA. D. REMOVABLE METAL GLA55 STOPS TO BE OPPOSITE OF THE SECURE SIDE OF OOOR�, EXCEPT PHARMACY TO BE ON SECURE SIDE. E METAL STOPS AN� FRAMES TO BE PRIMED AND PAINTED. E FlRE RATED VISION PANELS TO BE USED IN RATED DOORS AS REQUIRED BY CODE G. 47' MIN. - 43" MAX. AF.F. TO BOTTOM OF GLASS (ADA.). 8. EXIT DOORS: DURING BUSWESS HOURS EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY. -HARDWARE SHALL GONFORM TO APPLICABLE ACCESSIBILITY STANDARDS. -FlRE DOORS AND FRAMES SHALL BE LLL "B" LABEL RAiED 1 1�2 HOURS EXTERIOR EXIT DOORS WILL ONLY HAVE DELAYED EGREES (ALARM LOCK, MODEL �15) WITH SPECIAL AUTHORIZATION FROM WALGREENS LOSS PREVENTION_ 9_ NAME PLATES (TOILET ROOMS & PUBLIC ACCESSIBLE EXIT DOORS): COMMERCIAL GRADE A.D A. COMPLIANT TACTILE SIGN (MEN, WOMEN, HANDICAPPED & EXIT). SIGNS TO HAVE BRAILLE, REGULAR COPY AND PICTOGRAPH OF WHEEL CHAIR. SIGN TO BE MOUNTED 60' O.G A.F.F. ON WALL AT LATCH SIDE OF DOOR. 10. PROTECTION PLATES: SHALL BE STAMLE55 STEEL, 20 GAUGE, US32� FlNISH, 42" MAX. HIGH WITH OVERLAP TYPE DOOR EDGE PROTECTORS, (STANDARD 18 GAUGE) APPLIED TO BOTH EDGES OF DOOR. MATCH HEIGHT TO PROTECTION PLATES- MANUFACTURER_ ROCKWOOD; (DOOR EDGE, PART g308 AND �309). NOTE PART g309 IS TO BE APPLIED TO TAPERED EDGE OF DOOR ONLY. 11. KICK PLATES: SHALL BE STAWLESS STEEL WITH US32D RNISH. �0" HIGH AND 2" LESS THAN DOOR WIDTH. MANUFACTURED BY ROCKWOOD OR APPROVED EQUAL.INSTALL ON PUSH SIDE ONLY, EXCEPT DOOR "L° TO RECEIVE KICK PLATES ON BOTH SIDES. 12- ROLLING SHUTTER (AT CONVEYOR SHAFT)_ U-L LABEL AS REQUIRED- FACE MOUNTING; MANUAL OPERATION, CYLINDER LOCK. (SEE NOTE gi ON DOOR & HARDWARE SCHEDULE). 13. SALES AREA DOOR CLOSERS TO BE MOUNTED ON SIDE OF DOOR OPPOSITE SALES AREA_ OTHER INTERIOR DOOR CLOSER TO BE MOUNTED ON ROOM SIDE OF DOOR. ATTACH CLOSURE TO DOOR AND ATTACH ARM ASSEMBLY TO FRAME, TYPICAL. ALL CLOSERS SHALL HAVE A MAXIMUM 5 POUNDS PULL PER ADA. 14_ UNDERCUT DOOR 1"_ 15- LATCHING IS REQUIRED FOR FlFE-RATED DOORS- USE SGHLAGE AL10S-SAT-626. 16. COMBINATION LOCKSET WITH SERVICE KEY OVERRIDB TPoLOGY DL2700 BY ALARM LOCK, 1-800-252-5625 OR MARKS IQlL�26D, BY MARKS, U.S.A. 1-800-526-0233. 17. FOR 4 AND 5 SECURITY LEVEL STORES, ADD PG30 MS-WG W/PUSH TO EXIT BUTTON, (NON-LATCHED, ANNUNGATION ALARM) BY ALARMLOCK (TO EXIT PASSAGE FROM SALES). STOREFRONT NOTES 1. GLASS BELOW 7'-0" TO BE LAMINATED 2 SEE MANUFACTURER'S SHOP DRAWINGS (DIMENSIONS MAY VARY). SPECIFY FRAME COLOR 1. COORDINATE FRAMES OF AUTOMATIC DOORS, WINDOW STOREFRONT, AND DRIVE-THRU WINDOW FINISHES TO MATCH_ CLEAR ANODIZED � � O N z z Q o Z � O N Z W � N gzo° a � g � W Z J J w3 �p�0 J Z � W UQ�LL QZ LL � W y w � � �Unuinrrrq `.�PS GENF �o� �hZO : �EV�sT��•., ! % ' No. ' � � _ * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�`jA�G��l1�1�\ IlY Y �`� � o� r zz �gz°z ¢ ��yww?i 2 �UJJF=� � QO>> i F z> �O � �<FoFaa�4°w > QUwUQ W W N�-` Q wa"¢ttxrww�w d' Ua-Ft�ZI�u1 m 0 H t� w-ww oc�C7 ❑ =xa�>zwzLLmz _��na�¢�wo¢¢ P e o Q m a a c �. _� \ Nw N a� � a� o a^ U �� o � HO Q N o °''� � �P N N W � a i: w a �- OM � � n i > �. U � ¢ a � 3 = • 3 r m W J � � W 2 U � � � � 0 a M M � � W m � � Z W � � N 2 O F a � U N O (n Z � � i W � � F 0 � 0 � � Cn W Q Z Z Z r w J Q w LL Z Z ~ (� � w � Q � � a �j O U N V M 0 } N Q O o m O N� a ¢ Z Q o � W � U Q u�i H� A-610 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED - GLASS MAKEUP BASED z z Q o GLAZING ALTERNATES GENERAL GLAZING NOTES GLAZING SCHEDULE oN o�o�ASr�E ��A55 ro Z�o� MATCH EXISTING CENTER Z W��n wro ALTERNATE {�1 - CONFIGURE GURTAINWALL AT PUNCHED OPENING A. STOREFRONT SYSTEM BASED ON KAWNEER TRIFAB 451T �" INSULATING VISION GLASS � C7 �'o WITH HORIZONTAL MULLIONS RUNNING THROUGH W ACCEPT FRONT PLANE CURTAINWALL SYSTEM BASED ON KAWNEER V� ti Z d � THE WIND LOAD - DELETE STEEL TUBES INDICATED ON SHEET 1600 SYSTEM 1, 2 Yi' X 7 Yi' PROFlLE - OUTBOARD LITE: 1�4" PPG SOLARGRAY W w�- - 1/2" AIR SPACE -SIL � ❑ S-��2 NOTED AT 14'-6' AFF AT PUNCHED OPENWG - INBOARD LITE 1/4" PPG SOLARBAN 60 ON CLEAR LOW-E �3 �� W CONFIRM WITH CURTAIN WALL SUPPLIER THIS IS PERMISABLE B. GLAZING CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS (j G �� WITH SUPPIJED SYSTEM FOR ARCHITECT AND OWNER REVIEW PRIOR TO COMMENCING � 2 � ANY WORK. Y' WSULATING VISION GLASS (LAMINATED) (9 � ALTERNATE #2 - PROVIDE WALGREENS STRIPE AT THREE WINDOW �� - OUTBOARD LITE 1/4° PPG SOLARGRAY � � OPENINGS ON NORTH ELEVATION - REFER TO A-210 AND - 1/2" AIR SPACE -SIL p A-510 FOR MORE MFORMATION - INBOARD LITE�. 1/4" PPG SOLARBAN 60 ON CLEAR LOW-E �j3 � ALTERNATE {�3 - ELIMINATE FlLM INDICATED AT GLAZING �3 5/16" CLEAR LAMINATED ELEVATION B� AND H TO LEAVE VISION GLASS AT THOSE AREA SPANDREL PANEL �1 ALTERNATE $3A - REPLACE WINDOWS INDICATED WITH FILM WITH 5� - OUTBOARD LITE 1�4" PPG SOLARGRAY SPANDREL GLA55 - 1�2" AIR SPACE - SIL - INBOARD LITE 1/4" WARM GRAY FRIT �4 S2 SPANDREL PANEL �j2 (LAMINATED) - OUTBOARD LITE: 1/4° PPG SOLARGRAY - 1�7� AIR SPACE - SIL - INBOARD LIiE: 1/4" WARM GRAY FRIT $4 �M BREAK METAL BY GLAZING CONTRACTOR TO MATCH MULLIONS �F FlLM APPLIED TO �4 SURFACE - 3M FASARA MILANO �Unuinrrrq �.�Pg GENF ��%;, �� 1O,_p. CZ��:�EG14ER�•., �� C 5. p.. 5. p.. 5. �.. ' . 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A-620 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED GLAZING ALTERNATES ALTERNATE $1 - CONFIGURE CURTAINWALL AT PUNCHED OPENING `MTH HORIZONTAL MULLIONS RUNNING THROUGH TO ACCEPT THE WIND LOAD - DELETE STEEL TUBES INDICATED ON SHEET 5-112 NOTED AT 14'-0" AFF AT PUNCHED OPENING - CONFIRM WITH CURTAIN WALL SUPPLIER THIS IS PERMISABLE `MTH SUPPLIED SYSTEM ALTERNATE $2 - PROVIDE WALGREENS STRIPE AT THREE `MNDOW OPENINGS ON NORTH ELEVATION - REFER TO A-210 AN� A-510 FOR MORE INFORMATION ALTERNATE $3 - ELIMINATE FILM INDICATED AT GLAZING ELEVATION B1 AND H TO LEAVE VISION GLASS AT THOSE AREA ALTERNATE //3A - REPLACE `MNDOWS INDICATED `MTH FILM `MTH SPANDREL GLASS V1 V1 V1 V1 V2 II II V3 V1 V1 V3 V3 V3 M VESTIBULE GLAZING 1/4�� _ ��_p�� COORDINAIE �IMESIONS OF OPERABLE DOOR 'M7H MANUFAC7URER - STOREFRONT GLAZING SYSTEM AT THIS AREA V1 V1 V3 ��_��.� 4° 2° Z° 2° 3'-6" 3'-6" ` � L \ VESTIBULE GLAZING 1/4�. _ �. �.� 3._Q� �1 SOUTH GLAZING ELEVATION �1 9�� . � va., _ �,_o„ ELECTRICALLY SWITCHED PRIVACY GLASS - "SMARi 3'-4° GLASS° - PROVIDE SWITCH AT EXAM ROOM SIDE z• z• 3�-0 N // o v I I i� i� N 0 V 5'-0" 2��2J¢, � .��Y." . .��Y." .� U WINDOW SYSiEM - A-710 COORDINATE LIER 5. Q�. 2�2J¢• 2 -23'4' 2 -2ya' K EXAM SMART GLASS J WEST GLAZING ELEVATION I WEST GLAZING ELEVATION 1/4�� _ ��_��. 1/4�� _ ��_�� 1/4.� _ ��_0�� 10•_0• 2 4'-8Ya' 4'-BYs" � E2= OT E2 TO - � � E1= V1 E1 V1 � E2= OT . . E2, OT .. . . EY V2 E1 V2 �_�, Si Si,- - -.� . . . Si . . . g� . . . . vi vi V2 V2 GLAZING ELEVATION E HAS PNO GLA55 WNFlGURH110NS - E7 AND E2 ��1 EAST GLAZING ELEVATION � va,. _ �._o., 4._8. z7��. 30'-0' 4'-3° V1 V1 �, Si . V1 w V2 i o'—v,. 30'-0" y,. 2J,,, ., � 4'-9s/is. 4._9h,�, ��'� V1 V1 V1 V1 V2 V2 M . Si . . 51 . $1 . . . . Si . . vr vi w vi V2 V2 V2 V2 � GENERAL GLAZING NOTES A. STOREFRONT SYSTEM BASED ON KAWNEER TRIFAB 451T FRONT PLANE. CURTAINWALL SYSTEM BASED ON KAWNEER 1600 SYSTEM 1, 2 J¢° X 7 J¢° PROFlLE. B. GLAZING CONTRACTOR TO PRO�IDE COMPLETE SHOP DRA`MNGS FOR ARCHITECT AND OWNER REVIEW PRIOR TO COMMENCING ANY WORK. 'y�� 5• 0"� •� 21 J¢" 2J�" 12J¢•• 2 -2Y4� 2 -23'q'� GLAZING SCHEDULE - oN"aSO�AST�E ��ASs �� 1" WSULATING VISION GLASS - OUTBOARD LITE: 1/4"' PPG SOLARGRAY - 1/2" AIR SPACE -SIL - INBOARD LITE: 1/4" PPG SOLARBAN 60 ON CLEAR LOW-E #3 1" INSULATING VISION GLASS (LAMINATED) V2 - OUTBOARD LITE: 1/4" PPG SOLARGRAY - 1/2" AIR SPACE -9L - INBOARD LITE: 1/4" PPG SOLARBAN 60 ON CLEAR LOW-E #3 V3 5/i6° CLEAR LAMINATED SPANDREL PANEL q1 S� - OUTBOARD LITE: 1/4" PPG SOLARGRAY - 1/2° AIR SPACE - SIL - INBOARD LITE: 1/4" WARM GRAY FRIT j/4 SZ SPANDREL PANEL �'2 (LAMINATED) OUTBOARD LITE: 1/4" PPG SOLARGRAY - 1/2" AIR SPACE - SIL - INBOARD LITE: 1/4" WARM GRAY FRIT #4 O BREAK METAL BY GLAZING CONTRACTOR TO MATCH MULLIONS OT 1" INSULATING GLASS FROSTED TO BE TRANSLUCENT H WEST GLAZING ELEVATION G SOUTH GLAZING ELEVATION 1/4�� _ ��_��. 1/4.� _ ��_�� BREAK ME1AL i0 MAiCH CURTAIN WALL AT CORNERS 10'-0" 2 " 21'.' s'-eY<" a'-eY<" . . . .�i �. . .�. V� . . .�. . Vi Vi 57 ... .. $9 ' Si -� -S'I '_- vi vi B2= V2 B2= V2 B1= V2 OF B1= V2 OF BREAK METAL TO MATCH CURTAIN WALL AT CORNERS V1 VI V1 V1 V1 vi vi w VI V1 V1 W . S1 . . . . . 51 . 51 . . . 51 . . . VI V1 V1 W vi w w vi v� V2 vi II vi O � Lm,� �Il� � �m] i <<m7 � � C�� L'� w V3 GLAZING ELEVAiION B HAS TWO GLA55 � � OPERABLE DOORENITMS OF CONFIGURATIONS - 81 AND B2 q' MANUFACTURER - STOREFRONT GLAZING SYSTEM ,_, EAST GLAZING ELEVATION ,., EAST GLAZING ELEVATION p NORTH GLAZING ELEVATION � NORTH GLAZING ELEVATION AT 7HI5 AREA v va., _�,_o„ �. 1/4„ _�._�. � va., _�,_o„ r� iia„ _ i,_o„ Z Z 4 � Z � O N Z W � N J Z � O a�� W Z J J w� H��p J Z � W U¢�LL LL C7 W y W w a � ��UUUiinr�q . � r� GEI�e : ��P ,........ �O �% � �O : ��14ER� •.� �� N0. • < _ * ? AR19600180 ; * _ ; : STATE OF , c ••�•• /NOIPNP�.•: C K��R �� y�\�•��(�1��'�'��I \� 1 � K � U1 O� r zz �gz°z Q ��}WW=2 2 �f/1 JF=0 � Q O» i F z> UQ�Qt�/1Q0 �OO > QUwUQ W W ��-` 6 wa"¢�xrww�w � Uap�tqZl�m N HN =ia�>zwzLLmz _tima�¢�wo¢a P � P c a c� _� � N �J OQ m nm � a� n o �� p � NO ¢ � O v� � 7P N N O� w a� � s° � i > �. ¢ � a � 3 Z ' ; N m � z O ¢ w J W � Z Q J C7 a M M � � w m � � z w � O � � � � O 0 0 � a o � � � w U > S o tn w w o w tt a Q O (n Z � � � � h ., . 0 0 O N N W N � � H � N O � ^ � � �IMI�IZ � � � Cn W Q Z Z Z r w J Q w LL� C7 Z m Z — � C� � w � Q � � a �j O U N 7 � 0 N } O o m O N� d m Z � � � „� a? .:, W A-620 COPYRIGHT OO 2012 WALGREEN CO. ALL RIGHTS RESERVED GENERAL NOTES GENERAL CONTRACTOR: PROVIDE WALL OPENINGS; B R FRAME, B.R. WINDOW, B-R. DEALDRAWER, AND COUNTER BY DIEBOLD. PROVIDE WINDOW LINTELS AS REQUIRED AS SPEGFlED BY THE ARCHITECT AND FINISH UP TO THE WINDOW AND COUNTERTOP UNITS. CONTRACTOR SHALL ENSURE WALL OPENINGS ARE PWMB AND SQUARE. ELECTRICAL CONTRACTOR. PROVIDE ALL BOXE$ OUTLETS, AND WIRING AS NOTE�. VERIFY COMPUTER AND ADDITIONAL REQUIREMENTS BY WALGREENS. SPECIFICATIONS: GLASS: 1 5/8" INSULATEq BULLET RESISTANT GLASS. ALL BULLET RESISTANT GLASS MUST HAVE THIRD PARTY CERTIFlCATION TO EITHER THE CURRENT NW LEVEL II-A OR UL 752 LEVEL I STANDARD. FRAME: THERMALLY WSULATED ALUMINUM TUBE FRAMES & ALUMINUM TRIM ANGLES, CLEAR ANODIZED OR DARK BRONZE DURANODIC. NOTE MATCH STOREFRONT SYSTEM, CONTRAGTOR4 TO VEFIFY BEFORE ORDERING PHARMACY WINDOW AND DRAWER SYSTEM. WFlLL PANELS: WSULATED ALUMINUM CLAD PANELS. COORDINATE EQUIPMENT WSTALLATION WITH THE ACCOUNT COORDINATOR FOR WALGREENS AT DIEBOLD, WC., AT 847-598-3240. ALLOW 60 DAY LEAD TIME REQUIRED FOR DEIJVERY. AUDIO CABLE FROM DRIVE-UP AREA TO REMOTE PHARMACY STATION MUST BE ROUTED IN 4° x 1" CHASE MINIMUM LOCATED IN 1'-8" WALL SEGTION TO SIDE OF PICK-UP WINDOW AND ADJACENT TO OPENING BETWEEN GENERAL SALES AREA AND PHARMACY WAI➢NG ROOM (SEE SHEET A-111). IF CEILWG IS PLENUM AND UNDERGROUND CONDUIT 6 TO BE USED, IT MUST BE A MINIMUM 1" CONDUIT TO SAME AREA. NATIONAL ACCOUNT ASSIGNMENTS: THE DIEBOLD �PoVE-THRU EQUIPMENT IS TO BE USED IN WASHINGTON, OREGON, CALIFORNIA, FLORIDA, DELAWARE, ALASKA, HAWAII, PUERTO RICO & THE VIRGIN ISLANDS. THE E.E BAV6, DRIVE-THRU EQUIPMENT SHALL BE USED IN THE BALANCE OF THE COUNTRY. HURRICANE CERTIFICATION: METRO-DADE BUILDWG CODE COMPLIANCE DEPARTMENT (MIAMI, FL) HAS ISSUEO A PRODUCT WNTROL NOTICE OF ACCEPTANCE TO DIEBOLD ING FOR THE WALGREENS AWMINUM COMMERCIAL �RNE-UP WIN�OW (WHEN INSTALLED WITH 13/s" UNINSULATEO 9ULLET FESISTANT GLA55) IMPACT NUM9EF 96-1217.01 TO ALLOW ITS USE IN DADE COUNTY AND ITS MUNICIPALITIES. IMPORTANT: VERIFY RNISHED FLOOR AND DRNE LEVEL RELATIONSHIP. MAX DIFFERENCE OF 6" ALLOWED FOR PROPER DRAWER USAGE- TYPICAL DRIVE—UP PHARMACY DETAILS TMS DRAWING 6 INTENDED FOR INSTALLATION DETAILS FOR DIEBOLD, INC, DRNE-UP SYSTEMS. IT IS NOT MTENDED TO BE USED FOR THE FlNAL WNSTRUCTION DETAILS SEE ARCHITECT'S DETAILS FOR ARCHITECTURAL ANO CONSTRUCTION DETAILS. GENERAL CONTRACTOR SHALL�. • CROSS REFERENCE THIS DRAWING WITH THE LATEST SET OF DRAWINGS PROVI�ED BY THE ARCHITECT, ANO SHALL VERIFY DIMENSIONS AND �ETAILS FOR ENACTNESS. • PROVIDE DIEBOLD EASY AIRE-10 PNEUMATIC SYSTEM AND PROVIDE ALL OPENINGS NECESSARY FOR INSTALLATION OF DIEBOLD EQUIPMENT. SEE ENGMEERING DRAWINGS FOR POWER REQUIREMENTS. • ENSURE THAT THE PNEUMATIC TUBMG HAVE CLEAR PATHWAY. REMOVAL OF ANY OBSTRUCTION SHALL BE DONE AT THE EXPENSE OF THE GENERAL ��NTitAr.T�it. • COOR�INATE WITH A DIEBOL� FlELD COORDINATOR TO ENSURE CLEAR INTERPRETATION OF THIS DRAWMG AND TO DISCUSS DIEBOLD EQUIPMENT MODE OF INSTALLATION. ANY DEVIATION FROM THE DETAILS SHOWN ON THIS DRAWING SHALL NOT BE MADE WITHOUT THE APPROVAL OF DIEBOLD ENGMEERING OR RELD REPRESENTATNE. <03 SECTION DETAIL AT DRIVE-THRU WINDOW 1/4•' = 1'-0" LOOR �2 ��i 20 0 10,_p,. � �,_p,. � <07 61 01 �� 5 I 30 2U _ � <32 , 2, o>-�! 5., o,.� 1 C CURB I I � � OF WINDOW � _ — — —& DRAWER— / PARTIAL PLAN AT DRIVE-THRU WINDOW i ia„ = i,_o„ � 8,_�Y <03 30 23 03 30 35> <03 30 20 �� »> � � V V 2 PLAN DETAIL 3/4�� _ ��_�„ ��._0,. 1 6" 03 30 20> — — a .° 2� 10 1]> �°� jll ` �. P ° � ^ II � z . � �� a � O 2 — b— O � O � 1"0 CONDUIT � ap °�° 00o O�°� 3 SECTION DETAIL 3/4�� _ ��_�„ PLAN DETAIL AT DRIVE-THRU WINDOW va„ = i,_o„ � � me ,o ,o I I I I I I I I I I I � � � � � � � � � � � � � � � � � � � � � � � � � � FlNISHED CBLWG �DRIVE-ALERT CHIME LOCATION � OF WINDOW & DRAWER I I <oe io io � 5, � on I I I z._s.. z'—s" I I I I I I � � � � � � I � � � � � � � � � � � � I � � � � � � � � I I oe �o ss> �os io s I> I � <z� io �s'� �' I i�oo 00 0 00� �o 00 oal I I loo 00 0 0o Z61050> o 00 00l I I I i aie aex iNrERVncE I I � BOXES, EACH WITH OWN TRANSFORMER �` . . . <06 10 64� <26 10 116Y � <26 10 69 JUNCTION BOX FOR TELEPHONE AND DATA i <06 10 60� I I'<26 10 116> �06 10 55> I �26 10 69> LJUNCTION BOX FOR TELEPHONE AND DATA INTERIOR DRIVE-THRU WINDOW ELEVATION 3/4„ _ �,_p„ 3 <o� so NOTE�. HANDSET ON OPPOSITE SIDE OF WINDOW LOCATED IN SAME POSITION IN RELATION TO COUNTERTOP/WINDOW DIEBOL� INSULATED AWMINUM CLAD INSERT PANELS WITH �s" B-R. STEEL PLATE BAGKUP (FlNISH TO MATCH FRAMES). 10 1�> � 5 12 10> � OF WINDOW & �(120-30 ELECTRICAL � TRANSACTION DRAWER I 4._8,. � INSULATED B.R. GLASS AND INSULATION 1%y" X I 4 ALUMINUM FRAME �LJ _ _ _ � _ _ � EXTERIOR DRIVE-THRU WINDOW ELEVATION 3/4�, _ �,_p,� 1 REFERENCED KEYED NOTES DIVISION 03 — CONCRETE — 03 30 20 �5 REBAR_ 03 30 21 6" CONCRETE PAVMG. PROVIDE ExPANSION AND CONTROL JOMTS. 03 30 23 TOOLED CONTROL JOINT. 03 30 35 ��4"L X 2-1/2"8 PVC SLEEVE WITH SEALED COVER SET VERTICALLY IN CURB FOR �RNE-THRU SENSOR. SEE ELECTRICAL DRAWMGS. DRNE-THRU SENSOR FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. DIVISION 04 — MASONRY — 04 20 04 LINTEL (AS REQUIRED) BY GENERAL CONTRACTOF. COORDINATE WITH STRUCTURAL DRAWINGS. 04 20 12 FLASHINQ MORTAR NET, WEEPS AND END DAMS. DIVISION OS — METAL — OS 10 31 LINTEL (AS REQUIRED) BY GENERAL CONTRACTOR. COORDINATE WITH STRUCTURAL DRAWINGS. DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES — 06 10 10 PROVIDE 4" WIDE VOID IN WALL FROM ABOVE CEILING TO BELOW COUNTER FOR WIRE CHASE. STOP CORNER FURRING BELOW COUNTER FOR ACCESS TO KNEE SPACE COORDINATE WITH ELECTRICAL DRAWINGS- 06 10 54 COUNTERTOP T-MOLD EDGING. 06 10 55 PE�ESTAL SUPPLIED AND INSTALLED BY �IE80LD. RNISH: STANDARD GRAY �(1. 06 10 56 p°0 HOLES WITH GROMMET FOR AUDIO CABLES (FlELD CUT} O6 10 57 COUNTERTOP - FORMICA PART �909-58, BLACK-MATTE qNISH, SUPPLIED AND WSTALLED BY DIEBOLD_ O6 10 58 REMOVABLE PANEL SECURED IN PLACE BY ANGLES AND HELD BY "VELCRO" STRIPS- 06 10 59 OPENMG TO WIRE CHASE. 06 10 60 CABWET SUPPLIED AND INSTALLED BY DIEBOLD, 06 10 61 FlXED SHELF. 06 10 62 ADJUSTABLE SHELF (1' INCREMENTS). 06 10 63 OUTIJNE OF 6" X 7-3" OPENING IN PEDESTAL BACK (TYPICAL). 06 10 64 GENERAL GONTRACTOR TO PROVIDE BLOCKING TO BACK MOLDING AND COVE MOLDMG TO MATCH EXISTMG, IF REQUIRED, WHEN GAP EXCEEDS 3/4". DNISION 07 — THERMAL AND MOISTURE PROTECTION — 07 61 01 LINE OF AWNING ABOVE SEE EXTERIOR ELEVATIONS ON SHEET A-210. 07 90 02 TRIM FRAME. SEAL CONTINUOUS EXCEPT AT WEEP HOLES. DNISION 09 — RNISHES — 09 29 i6 DRYWALL RETURN TO WINDOW FRAME BY GENERAL CONTRACTOR. 09 29 18 FlNISHED WALL BY GENERAL CONTRACTOR. 09 90 04 FlNISHED WALL BY GENEFAL CONTRACTOR_ DIVISION 26 — ELECTRICAL — 26 10 116 400W QUADRUPLEX CONVENIENCE RECEPTACLE MOUNTED AT 38" aF.F. ze io sa rwo (z) zoa.izov ciacwls FoR oRivE—niRU wwoow nuoio SYSTEM AND DRIVE ALERT. MOUNT JUNCTION BOX 1'-6" A.EF. M9DE DRNE-THRU WINDOW UNIT. 26 10 69 200W GENERAL PURPOSE DUPLEX RECEPTACLE, MOUNTEO AT 1'-6" A EE, UNLE55 NOTED OTHERWISE. DNISION 27 — COMMUNICATIONS — 27 10 16 TWO (2) CAT 5 CABLES TERMINATED WITH RJ45 JACKS RUNNING BACK TO TELEPHONE SYSTEM, 27 10 17 DRIVE-THRU SENSOR. FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. DIVISION 32 — EXTERIOR IMPROVEMENTS — 32 12 10 36" HIGH SURFACE-MOUNTED FLEXIBLE DEIJNEATOR POST BY "FLEXSTAKE". FASTEN TO CONCRETE WITH BOLTS (NO ADHESIVE FASTENING)- 32 12 11 YELLOW PAINT STRIPING. SUPPLIED BY CUSTOMER 3 PAIR MPR/CMR 24 AWG LEVEL 2 OR EQUIVALENT RJ-�1 (6) � � CONDUCTOR m a PHONE JACK �s a� w RJ-11 TRUNK CABLE PORT RJ-11 CABLE �PHARMACIST PHARMACIST � AU010 CABLE, 15'-0" � PHONE gi PHONE �2 MAXIMUM LENGTH CUSTOMER STATION q� (3�—o2av�—000—a) RJ-11 CABLE, 4'-0'" D-SUB CONNECTOR MAXIMUM LENGTH (29-012934-OOOA) N ' �� + LOCATION IN OPERATORS � o KNEE SPAGE AFEA. �� TRANSFORMER — * TOP OF CURB / THE RECOMMENDEO LOCATION � 816 PeX FlNISHED FLOOR LEVEL FOR THE CALL CHIME IS IN THE g� I INTERFACE OPERATORS KNEE SPAGE AREA pOWER RJ-45 CABLE OR WITHIN iS24 METERS OF (3�-020363-OOOA) :03 30 2U THE PHONE INTERFACE. SCHEMATIC NOTTO SCALE � � � N Z Z Q O Z � O N Z W � N gzo� a � g � W Z J J w3 �p�0 J Z � W UQ�LL LL � W y W w � � �Unuinrrrq `.�Pg GENF ✓o�/ ,hso.:�E��sr��•., � ,, _ : No. '. < _ _ * : AR19600180 ; * _ _ : STATE OF ; \ ••�'• WOIPNP;�• � qRCH i 1.. C'� � o� r zz �gz°z ¢ ��yww?i 2 �UJJF=� � QO>> i F z> �O � v<FoFaa�4°w > QUwUQ W W N�-` Q wa"¢ttxrww�w d' Ua-Ft�ZI�u1 m 0 H t� w-ww oc�c7 ❑ =xa�>zwzLL�nz _��na�¢�wo¢¢ 0 O N o Q m a a c �. _� \ Nw N a� � a� o a^ � �� o � HO Q N o °''� � �P N N W � a i: � a �- W OM F d'� i `w� o � ¢ � a � 3 = • 3 r m a M M � � W m � � Z W � � � z 0 � a � U N O (n Z O � i w � � w a 0 � 0 0 � Cn W Q Z Z Z r w J Q w w i7 Z N � Z - � v � W � J = � w Q � Q a �j O U � N � 0 N } p O o m O N� d � Z z o < a W � U Q u�i H� A-710 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED GENERAL NOTES SIGN SPECIFICATIONS 1_ GENERAL CONTRACTOR: GONTRACTOR SHALL GOORDINATE ALL WORK NOTIFY ELECTRICAL CONTRACTOR & SIGN CONTRACTOR AS SOON AS POSSIBLE AFTER THE SIGN WALL OR STRUCTURE IS IN PLACE. GENERAL CONTRACTOR SHALL NOT CLOSE UP THE BACK SIDE OF WALL UNTIL ELECTRICAL CONTRACTOR & SIGN CONTRACTOR HAVE COMPLETED THEIR WORK. CONCEALED SIGN SUPPORTS: GENERAL CONTRACTOR SHALL PROVIDE coNCEn�EO coNnNUOUS wo�rnnNizEO sTRUCTURn� cRnoE w000 scN SUPPORTS WHERE STUD OR RAFTER TYPE FRAMING OCCURS. A WHERE SCRIPT SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 X 6 MEMBEFS AT TOP AND BOTTOM OF SCFIPT FOR ALL SIGNS UP TO 20'-8 3�4". SCRIPT SIGNS OVER 20'-8 3/4", PROVIDE 2 CONCEALED 2 X 8 MEMBERS AT TOP AND BOTTOM OF SIGNS. B. WHERE INDNIDUAL LETTER SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 X 6 MEMBERS TOP AND BOTTOM OF SIGNS. 2 ELECTRICAL CONTRACTOR_ CONTRACTOR SHALL PROVIDE ONE MAIN ELECTRIC SERVICE PANEL AND FEEDS TO THE BACK SIDE OF SIGN WALL ELECTRICAL CONTRACTOR SHALL PFOVIDE CONDUIT, FEED AND JUNCTION BOXES ALONG BAGK SIDE OF SIGN WALL PROVIDE JUNCTION BOXES FOR EACH LOCATION APPROXIMATELY WHEFE SIGN CONTRACTOR WILL PFOVIDE CONDUIT HOUSWG THROUGH WALL PROVIDE ELECTRIC SERVICE CAPACITIES AND CIRCUITS AS SHOWN ON ELECTRICAL DRAWINGS. 3. SIGN CONTRACTOR: A FOLLOW DRAWINGS AND SPECIFICATIONS OF SIGNS AND USE TEMPLATES OF APPROVED �IMENSIONS, CONTOURS, SHAPES AND WITH ELECTRICAL COMPONENTS & CAPACITIES AS SPECIFlED. B. SIGN CONTRACTOR SHALL FURNISH FOUR SETS OF SHOP DRAWINGS TO WALGREENS FAQLITIES PLANNING OEPARTMENT FOR REVIEW AN� APPROVAL PRIOR TO FABRICATION. C. SIGN CONTRACTOR SHALL CONSTRUCT SIGN IN COMPIJANCE WITH ALL APPLIGABLE CODES AND ORDINANCES, AND AGCORDING TO UNDERWRITERS LABORATOPoES SPECIFlCATIONS AND TO BEAR U.L. LABELS- SIGN GONTRACTOR SHALL OBTAIN ALL STATE AND MUNICIPAL PERMITS NECESSARY TO INSTALL SIGN(5} 4_ SIGN MSTALLATION AT BUIL�ING FACE, WORK BY SIGN CONTRACTOR: A SIGN CONTRAGTOR SHALL ESTABLISH CENTER LME OF SIGN WALL MEASURE LOCATION OF EACH ELECTRIC LEAD FROM THE CENTER OUTWARD. PROVIDE 1�2" GALVANIZED CONDUIT AND HOUSING THROUGH 1 1�4" GFOUND HOLES LET THREADED GONDUIT PROJECT THROUGH WALL 1 1/7'. B_ SIGN CONTRAGTOR SHALL PROVIDE A DISCONNECT SWITCH ON EXTERIOR OF 9GN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. EACH SIGN SHALL BE ACTIVATED BY APPROVED PHOTO CELL AND TIME SWITCH WITH MANUAL OVERRIDE SWITCH. ELEGTRIGAL GONTRACTOR TO FURNISH PHOTO CELL, TIME SWITCH, AND MANUAL OVERRIDE SWITCH. WORK RESPONSIBILITY ALL EXTERIOR BUILDMG SIGNS SHALL BE FURNISHED AND INSTALLED BY WALGREENS SIGN CONTRACTOR. ALL OTHER RELATED WORK INCWDING SIGN SUPPORTS AND ELECTRICAL POWER SUPPLY SHALL BE PER SIGN SPECIFlCATIONS - THIS SHEET. ALL FlNAL CONNECTIONS MADE BY SIGN CONTRACTOR_ NATIONAL ACCOUNTS ELECTRONIC READER BOARO MANUFACTURER�. DAKTRONICS LED ILLUMINATION FOR WALL LETTERS�. SLOAN SIGN ASSEMBLY AND EXPEDITIOR: KIEFFER & C0. WC. ARIZONA ARKANSAS COLORADO ILLINOIS INDIANA IOWA KANSAS KENTUCKY LOUISIANA MICHIGAN MINNESOTA MISSOURI NEBRASKA NEW MEXICO NORTH DAKOTA OHIO OKLAHOMA SOUTH DAKOTA TEXAS uTnH wiscoNSiN SIGN ASSEMBLY AND EXPEDITOR: ICON-MIDWEST ALABAMA CALIFORNIA CoNNECTICUT DELAWARE FLORIDA GEORGIA �oA�o MAME MARYLAND MASSACHUSETTS MISSISSIPPI MONTANA NEVADA NEW HAMPSHIRE NEW JERSEY NEW YORK NORTH CAROLINA OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA TENNESSEE VERMONT VIRGINIA WASHINGTON WASHINGTON D.C. WEST VIRGINIA WYOMING SIGN ASSEMBLY AND EXPEDITOR_ HAWAIIAN SIGN & DESIGN HAWAII SIGN ASSEMBLY AND EXPEDITOR: SIGNCO ALASKA ° �� O�J� � �� 0� O O The Pharmacy America Trusts • Since 1901'" C�O � 0 G� �- �00 G� �Io�o4 OO arr M9n das�o4d �4 w��aQd�s�oc�c�/c��aQC�a� BANNER BY WALGREENS 9GN MANUFACTURER - TO SUBMITTED AND APPROVED BY AHJ "24 HOUR" CONSTRUCTION BANNER 3„_�.�.� 0 0 0o O O The Pharmacy America Trusts • Since 1901'" C�O�OG� �- �OOG� Mogo4 OO �rr �Jc�b�o4c� �4 eaaO�rrQQ��o�ocu�/��rrQQrr� BANNER BY WALGREENS SIGN MANUFACTURER - TO SUBMITTED AND APPROVED BY AHJ CONSTRUCTION BANNER 3.. _ �._p. SCRIPT SIGN DATA RED PLEXIGLAS #2793 SIGN FACE QUANTITY LENGTH LOWER CAPITAL TOP W AREA WEIGHT CASE LETTER TO LETTER BOTTOM G 2 25'-11Yz° 29Y" 51Yz" 69Ya'� 78.0 SF 147 L85 23'-8�" 27" 47" 63Yi' 65.0 SF 126 LBS 9'-2Yi' 24Yi' 4�" S6h'" 52.0 SF 105 LBS 18'-4Y>" 21° 36Yz" 49° 39.0 SF 83 LBS SCRIPT SIGN DETAILS 0 � SCRIPT SIGN LENGTHS 3/16�� _ ��_�„ O <06 10 � 0 0-00- -o �------ � RED RETURNS _ � ❑ WHITE RETURNS BOUNDARY TYPE 'D' SCRIPT SIGN BOUNDARY 3/i 6•' = 1' 0" <10 14 <10 t4 <10 14 1 <10 14 1 G10 14 21Y / �10 �4 19> <10 14 22>� 10 14 23> 10 07> M WHEN 2X BLOCKING IS USED, BLOCKING OUT-TO-OUT DIMENSION 6 EQUAL TO THE LOWER CASE DIMENSION 50 23> 50 22> OTHER LETTERS TO REMOTE POWER SOUFCE LOCATED IN CONTROL ROOM 14 14> LED SCRIPT SIGN & CHANNEL LETTER SECTION 3„ _ �._�.� 12'-0" CLEARANCE � � � 4' 0" �. w � � �� w SIGN PANEL FROM .063" THICK ALUMINUM ow'Na WITH HEMMED EDGES FACE TO BE YELLOW >�� WITH 3" HIGH BLACK HELVETICA MEDIUM �� O CAPITAL LETTER COPY BACKGROUND o SURFACE COATING TO BE 3M "SCOTCHLITE° REFLECTNE FlLM, YELLOW �580-7t SUSPEND SIGN ON ONE LINK OF CHAM FFOM BOX SIGN. � CLEARANCE SIGN DETAIL 3/4.� _ � � �� 7'-9Y2 r � � � � I � I I L - - - - - - J� FONT: HELVETICA MEDIUM AREA: 43.1 SF � RED RETURNS ❑ WHITE RETURNS 8 LED CHANNEL LETTER SIGN �ia., _ �,_o„ ,,,_��,. f� PHARMACY FONT: NEUE ROMAN 55 AREA_ 16-6 SE � RED RETURNS ❑ WHITE RETURNS %1 LED CHANNEL LETTER SIGN `7 1/8„ _ �, �,. � ; 5°-�° �, 24 HR FONT: NEUE ROMAN 55 AREA: 8.3 SF �RED RETURNS ❑ WHITE RETURNS 1 O LED CHANNEL LETTER SIGN 1/8�� _ �� . LED BOX SIGN CONSTRUCTION SIGN CABINETS .040" THICK WHITE AWMINUM WITH .050" THICK ALUMINUM BACKING AND 1" x 1/8" WHITE TRIM CAP. SIGN FACES #7368 WHITE IMPACT RESISTANT DR ACRYLIG WITH 3M #3630-53 "CARDINAL RED" SURFACE APPIJED VINYL FlLM COPY, BACKGROUND TO REMAIN WHITE. 11 LED BOX SIGN DETAILS 3'-6" I I DRIVE THRU FONT: NEUE ROMAN 55 AREA�. 1.8 SF ,� 2 LED BOX SIGN vz„ _ �,_o,. � I EXIT FONT: NEUE ROMAN 55 AREA'. 1.8 SF %� LED BOX SIGN � J „2,� _ ,�_�� REFERENCED KEYED NOTES DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES — 06 10 07 SIGN SUPPORTS - GENERAL GONTRACTOR SHALL FURNISH & MSTALL SUPPORTS WHERE STUD TYPE FRAMMG OCCURS. BACK SIDE OF WALL SHALL REMAIN OPEN UNTIL ALL ELEGTRIGAL & SIGN WORK IS COMPLETED. REFERENCE SPECIFlCATIONS ON THIS SHEET. DIVISION OS — OPENINGS — OS 80 04 WINDOW GLASS SURFACE. DIVISION 10 - SPECIALTIES - �0 14 07 STAWLE55 STEEL SUSPENSION CABLE TO CBLING STRUCTURE AS UNOBTRUSIVELY AS POSSIBLE. �0 14 08 ILLUMINATED SIGN. 10 14 09 TRANSPAFENT STAND - OFF BUM WITH RUBBER TIP AS REQUIRED- �0 14 14 EXPANSION ANCHOR TOGGLE OR EPDXIED STUD TO ANCHOR "C CLIP TO WALL SURFACE. USE CLEAR SEALANT AT BUILDING FACE. �0 14 15 .063 AWMINUM FlLLER - REFLECTNE EXTERIOR (COLOF AS SPECIRED BELOW) OF LETTER, AND REFLECTNE WHITE INTERIOR. 10 14 16 I3/16" PLEXIGLAS. 10 14 17 RED FLAT TOP LED. ILWMINATION SEGMENT. 10 14 18 .125 ALUMINUM BACK �0 14 19 2' X 1-1/2" X 3/16" �6061 AWMINUM CHANNEL MOUNTING CIJPS WITH 3�8" - 16 HEX HEAD BOLTS WITH NUT AND WASHER. 10 14 20 �TRIM CAP (1�8" X 1"} COLOF TO MATGH RETURN. 10 14 21 WELD-ON 40 AND RESIN BOND. 10 14 22 $8 STAMLESS STEEL FLAT HEAD SCREW. 10 14 23 PRE-DRILLEO 3/8" DIAMETER DRAIN HOLE WITH SHADOW SCREEN. 10 14 90 ELECTRONIC POWER SUPPLY CABLE TO RUN CONCEALED BEHIND OR WITHIN WINDOW MULLIONS WHERE POSSIBLE. DIVISION 26 — ELECTRICAL — 26 50 22 WALL-MOUNTEO LIGHT. SEE ELECTRICAL DRAWING. 26 50 23 JUNCTION BOX, CONDUIT AND FEED TO BACK OF WALL PROVIDED BY ELECTRICAL WNTRACTOR. COOFDINATE LOCATION OF JUNCTION BOX(ES) WITH SIGN CONTFAGTOF- � � O N z z Q o Z � O N Z W � N gzo° a � g � W Z J J w3 �o�o J Z � W UQ�LL LL � W y W � � �Unuinrrrq `.�PS GENF �o� �hZO : �EV�sT��•., ! % � No. � � � _ * : AR19600180 ; * _ : STATE OF : - .. /NOIPNP:'� � qq�H �-�j�G��l��\ �, � �`� � O� r zz �gz°z ¢ ��yww?i 2 �UJJF=� � a��os~�� v<FoFaa�4°w > QUwUQ W W N�-` Q wa"¢�xrww�w d' Ua-Ft�ZI�u1 m 0 H t� w-ww oc�c7 ❑ =�vaia�¢�wo¢¢ 0 O N P m a a a c �. _� \ Nw N a� � a� o �� o � H °o Q N o °''� � �P N N W � a i: w a �- OM f �� i > �. � " ¢ � a � 3 = • 3 r h � H Q 0 Z (7 � � 0 � w � x w a M M � � W m � � Z W � O � vJ Z w w � J > z 0 � � U N O (n Z � � > w � � � 0 � 0 Q � � W Z Z r J Q w W p v� � Z F Z �J � W _ � w � Q a O U N V � N } Q O o m O N� d � Z Z o < a W � � W � U Q Ul H i U Y 0 r 0 CC A-730 COPYRIGHT O 2012 WALGREEN C0. ALL RIGHTS RESERVED - ,� -�- . / � w < DONALD J. UHRIN � v� � � \ i 1586 QUAIL GLEN CT. Q � `` \ i N 9 � m \� \ I W � i K 5 � / i a � . ROGER E. & ANITA L NIX � . . . , . o a I 1610 E. 116TH STREET .JGHNATHAN J. & MELINDA C. GARY L& - 3 . / BRAND7 CYNTHIA C. GOWAN ° � ( z '� \ 1616 QUAIL GLEN CT. 1592 QUAIL GLCN CT. o w� � \ � F ZO N ' \ i ` d U N � � FAICHAE_ DOAR �� w __' `�� ___ _� 1610 QUAIL GLEN CT. � o LL rc � � DONNA RICHARDS � FOXGREEN TRACE � i TIMOTI-Y J, & � �598 QUAI_ GLEN CT. �� ¢� � - HCMEOWNERS ASSOC. INC. MARY ELLEN CLIFFCRD � ° m o 1604 QUAIL GLCN CT. � FOXGREEN TRACE � � �� HGP,IWWI�ERS ASSOC. INC. � ` � � - � � .� . _ "' "' i. � i � � �� o ., _. � �_ � �� SR 1 -' ` ,. � � � a �� ST 6 �� ST 5 ' �� T-9 T� 9 i i - E,t9 T 9 R15 � ''-� �� O T T-9 _ �� n,o �� ,� � � i � �e, �� _ - - _.- � � - -�-- _ . W-12 TR15 _� e ° . ._ ` _ _ `_ _ . E 8 Gi i _ �_ _ _ ' , , � � � ' �'" . . , � '� y • � p_s" -1T ' _ _ S i ' � ` ie�r r � w:.: � . '�� ST�13 ...= :: __ _ _ _ ' I � - __ ; . .. _ _ _ ' ' _' '_' _- � w w'" - ' T 9 T B p.�5 R8 D20 0�4 i� i ,f . - -. 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' ' ,.. _ - ,�: � � — w W � O Z f _ C-1 ' oc� _ � � '� � -:� �i �'c W-12 ST-1 i - � ° ^� `.� _ j" ,- ' ..� 1' T'B -, ,.� _ a 0 � ' .' ' � � v� so -- i ��: t � Y O d 3 I —•—T—i :: ' �, i � in � �s+ � _ _ a ° n � � N � O_ q L I t I v � � o W ...,i � I ...... ~ _ — — — — _ - — . � F' C da .-._ ' _.. — _-_-_- ._ -. d ' � (6 a -- _ ' — � •, — M W ' �, �,. � v ; — � / � � � 9 � ` — �� — � � I - � � c p3 — — I � _ � - / � i___, �I — � r � j � iF-- ' o - � Job No. 12016L 0o DEMOLITION PLAN NOTES DEMOLITION PLAN KEY NOTES DEMOLITION PLAN KEY NOTES LEGEND a N L EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANV SOIL DISTURBANCE, INCLUDING PAVEMENT 12. ALL FOUNDATIONS, SLABS, STRUCTURAL STEEL, MASONRV, SIDEWALKS, RETAINING WALLS � EXISTING TO REMAIN. 14 RELOCATE E%ISTING ELECTRIC TRANSFORMER. omunuuiurnuq�qp, EXISTING FEATURE a REMOVAL Cl1RB5, APPARATl1 5EQ ETC., WITHIN THE DE SIGNATEO DEMOLITION LINE S SHALL BE DEMOLISHED o°�� S T R/�` '' - m ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN PROPOSED FOOTPRINT SHALL BE SA�1O �� '--' �� 2� EXISTING PAVEMENT TO BE MILLED, RESURFAGED, AND RE-STRIPED. RE-STRIPWG SHALL MATCH 15 RELOGATE EXISTING TELEPHONE PEDESTAL. o�P �Ep�4Eq �� -� ✓+ Y 2 THE CONTRACTOR SHALL VERIFV THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVE�, COORDINATED WITH THE BUILDING DRAW WGS EXISTING. DEMOLITION NOTE REFERENCE > Q� � Z E aQ RELOCATEDORABANDONEDPRIORTOCOMMENCINGDEMOLITIONACTIVITIES. �6 RELOCATEEXISTINGSTORMSEWER. _ Yi NO. �O _ 13. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE ACCESS FOR PEDESTRIANS AND VEHIQE C EXISTING PAVEMENT TO BE RESURFACED AND RESTRIPED. RESTRIPING SHALL MATCH EXISTING. EXISTING FEATURE: _' i PElOSO$TI2 1 `- 3. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR TRAFFlG THE CONTRACTOR WILL MAMTAIN ALL UTILITV SERVICES TO ALL BUSWESSES. IF UTILITV �7 ApJUST EXISTING STORM SEWER TO FlNISH GRADE, REPLACE CASTING WITH A SOLID CASTING. = i � am AP ASPHALTPAVEMENT SA SANITARVSEWER ='� � ��- ABANDONMENTOFUTILITIESWITHTHEUTILITVCOMPANVORENTITVHAVINGOWNERSHIPOFEACH SERVICESMl15TBEINTERRIIPTEDTHECONTRACTORSHALLCOORDINATETHATSHUTDOWNTO - STAlEOF C BURIED EXISTING TO BE REMOVED. EXCAVATE AS REQUIRED TO REMOVE ALL PIPES, FITTINGS, ;�J � i(� c RESPECTIVE UTILITV. COSTS FOR DISCONNECTION, REMOVAL, AND/OR RELOCATION OF EXISTING MINIMIZE IMPACT TO THE BUSINESS AND EXISTING FACILITIES. COORDINATE SHUTDOWN AT LEAST VALVES, METER$ MANHOLE$ STRUCTURES, AND ANV OTHER APPURTENANCES. BACKFlLL TRENCH 18 REMOVE EXISTING BUILDING INCLUDING FOUNDATIONS AND FOOTINGS. BACKFlLL HOLE TO EXISTING B BUIL�ING ST STORM SEWER ; p� � �(y ° _- UTILITIESASSHOWNONTHEDRAWINGSORASNECESSARVTOALLOWFOREXECUTIONOFTHE ONEWEEKINADVANCEWITHBUSINESS,OWNERSREPRESENTATIVEANDFAqLITVMANAGER. TOEXISTINGGRADEINCONTROLLEDLIFTSWITHCOMPACTEDMATERIALINACCORDANCEWITHTHE GRADEINCONTROLLEDLIFfSWITHCOMPACTEDMATERIALINACCOR�ANCEWITHTHE C CURB SW SIDEWALK %��n��!NDIAN?.%G�j �� WORK SHALL BE PAID BY THE CONTRACTOR. SPECIRCATIONS. SPEqFICATIONS. CP CONCRETE PAVEMENT T TREE(S) "o SS E� � 0 14. ALL EXISTWG ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL OR SHOULD D DUMPSTER TP TELEPHONE "� „��,N(AL "��o�°� � 0 4. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE THEV INTERFERE WITH PROJECT WNSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXISTING O REMOVE EXISTING MANHOLE IN ITS ENTIRETV. BACKFILL TRENCH TO EXISTING GRADE IN 19 ADJUST EXISTING CASTING TO FlNISH GRADE E ELECTRICAL W WATER MAIN /'' UTILITIES TO REMAIN. ALL UTILITIES WITHIN THE PROPOSED BUILDING FOOTPRINT WILL BE CONTROLLED LIFTS WITH COMPACTED MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS. �G�""`� G N m 5. THE OWNER HAS RRST SALVAGE RIGHTS ON ALL ITEMS REMOVED, IF OWNER FORFEITS RIGHTS REMOVED UNLESS OTHERWISE NOTED. y0 REMOVE EXISTING DUMPSTER ENCLOSURE, INCLU�ING WNCRETE PAVEMENT, MASONRY WALLS, OR G GAS WL WALL THEN ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND O REMOVE EXISTWG GREASE TRAP IN ITS ENTIRETV. BACKFlLL TRENCH TO E%ISTING GRADE M GUAR�RAIL, AN� FENCE M MISCELANIOUS i° SHALL eE LEGALLV DISPOSE� OF OFF-SITE UNLESS OTHERWISE SHOWN. 15. REMOVE EXISTING UTILITIES ONLY AFTER CRITICAL NEW SVSTEMS ARE IN PLACE AND CONTROLLED LIFTS WITH COMPACTED MATERIAL IN ACCORDANCE WITH THE SPECIRCATIONS. �° OPERATIONAL Q.E STORM DRAINAGE, SERVICE TO EXISTING STRUCTURES). IT IS THE p� REMOVE EXISTING HVDRAULIC LIFT INCW DING CONCRETE PAVEMENT AND BOLLARDS. 6. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE CONTRACTORS RESPONSIBILITV TO PROVIDE PROPER REMOVAL, INCLl1DING SAFE SEQUENQNG � REMOVE EXISTING ELECTRIC LIGHT POLE AND PEDESTAL. y.� � Date: July 6, 2012 LEGALLYDISPOSEDOFOFFSITEUNLESSOTHERWISESHOWN. OFREMOVALFORUTILITIES.CONTRACTORSHALLMAINTAINPOSITNEDRAINAGEATALLTIMES. yp REMOVEEXISTWGSIGNINCLUDINGFOUNDATIONANDELECTRICAL. No O EXCAVATEANDREMOVEEXISTINGBURIEDELECTRIC,TVORTELEPHONECABLE. O DEMOLITION PLAN LEGEND Srale: � ]. UNLE55 SCHE�ULED FOR DEMOLITION ON THE DRAWINGS, ALL TREES AN� VEGETATION SHALL BE i6. FOR ALL UTILITV LINES AND STRUCTURES DESIGNATED TO 8E REMOVED, PLACE AN� COMPACT y3 RELOCATE EXISTING FlRE OEPARTMENT CONNECTION, POST IN�ICATOR VALVE, INSI�E AND OUTSI�E 1"=40� 3� PROTECTED THROUGHOUT THE �URATION OF THE PROJECT. PROTECTIVE MEASURES SHALL STRUCTURAL BACKFlLL WITHIN TRENCH. C REMOVE EXISTWG TREE/SHRUB AND OR CLEAR EXISTING TREE LINE, CONTRACTOR SHALL EXERCISE SERVICE LMES, GATE VALVE AND ANV OTHER APPURTANCES TO THE LOCATION PROVIDE ON THE ME iw INCW DE MSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING TO BE LOCATED WHERE ALL NECESSARV PRECAUTIONS TO PROTECT THE EXISTWG VEGETATION TO REMAIN AND REMOVE PLANS. COORDINATE RELOCATION WITH THE OWNER, WATER UTILITV, AND FIRE DEPARTMENT ff � EXISTMG BUILDINGS _ SHOWNANDATTHEDRIPLMEOFALLTREESLOCATEDWITHMCLOSEPROXIMITVOFAREASWHERE iZNOEARTH�ISTURBANCEACTNITVMAYCOMMENCEWITHOUTANAPPROVEDSTORMWATER ONLVTHOSETREES/SHRUBSTHATAFFECTINSTALLATIONOFTHEPROPOSEDIMPROVEMENT. REQUIRED. � TOBEREMOVED Title: iQ HEAWEQUIPMENTWILLOPERATE MANAGEMENTPERMIT. REMOVE EXISTING PAVEMENT OR WALK PER SPECIFlCATIONS. RELOCATE EXISTING "HOUSE" ELECTRIC PANEL ELECTRIC METER BASE DISCONNECT INTERIOR AND io za —� DEMOLITION �° 8. A CLEAN, STRAIGHT EDGE SHALL BE SAWCIIT BETWEEN ALL WNCRETE AND ASPHALT SURFACES EXTERIOR SERVICE LWES AND OTHER ELECTRICAL DEVICES TO THE LOCATION PROVIDED ON THE I I EXISTING SITE FEATURES w y SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN-PLACE. �� EXISTING CURB SHALL BE SAWCUT AT THE NEAREST JOMT TO THE REMOVAL LIMITS ANO THE MEP PLANS. COORDINATE RELOCATION WITH THE OWNER, THE BUILDING INSPECTOR ANO NIPSCO IF �� To ae ReMOVeo PLAN ° Q EXISTING CURB REMOVED. REpUIRED. 9. TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED IN-PLACE SHALL BE CUT, CAPPED AND EXISTMG PAVEMENT TO BE MILLED PLUGGED. THE ENDS OF DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED FOR FUTURE ip RELOCATE EXISTING HVDRANT, VALVE AND FITTINGS, METERS, STRUCTURE AND ANV OTHER 25 EXISTING PAVEMENT TO BE SAWCUT AND HAVE A CLEAN EDGE (2' TO 10' STRIP AND MAM ENTRANCE) o x IDENTIFlCATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD. APPURTENANCES TO THE LOCATION PROVIDE� ON THE UTILITV PLAN. COOR�INATE RELOCATION _ M 10. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION ELSEWHERE ON THE PROJECT SITE REpUI EMENTSR COMPANV IF REQl11RED. PROVIOE BOLLARO PROTWTION PER LOCAL AGENCV 26 AE�MOS E O GRADEET CASTING, REPLACE WITH GUTTER CASTING TO MATCH SRE OF STRUCTURE AND � Ep gEl REMOVED Sheet i v 11. MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES, FRAME COVERS AN� GRATES REMAIN WG iy REMOVE EXISTWG PIPE IN ITS ENTIRETV. BACKFlLL TRENCH TO EXISTING GRADE M CONTROLLED 27 REMOVE EXISTING STORM SEWER STRUCTURE. CUT AND CAP EXISTING STORM SEWER PIPE � 101 N IN USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES. LIFTS WITH COMPACTED MATERIAL IN ACCORDANCE WITH THE SPEGFlCATIONS. 3 R L S S � — � ;� � � VPOPoSEO WIDEH X4 : � . � i yr�A � �i _ �I � � . � � � � v g � � � �� IXISTI 6 URIVE �� I —'lil(�.11 > � �� . �a��EEU �i�'.� .a ; ��. � ezsao ' U � I �l � ewan a mwa � w�F .� I . F F E'OSEO EGRTX FYRE • av»o - . - � —.�vwrx�ooxrvn-�'-_., I )� _ . �r1 1 ^ �.n �� . . I . '- . � ; �-. " " ^ S�.'.Y�`.1Y. .�. . I I> �.. vyaeoonverxn ��I � '—^�7 ��_ �anxaowrve I ��o. � . . — - ��/. I � Q �� O ' � •. .� _ _ - ' � �. • POP08EUONLM � < � . ' .�.•.. RFE.=t3�.00 " � � . I III Y � — '4 ' I ELSTIHGORIVE �� I� � . �� _ � � I � I— _�'" — —_ + .,. _ I` E '<41 I LC � � � � � a �. . :.�._n a � �1 �� . � � � I � I'i':'..i� .� ," � � �� . � . �.. . �,�. �°` � � I � � .. � / �� ', o a�. \ / a. �a= �_� � � .o� i ,� �.�. � � � v �A /I� .. �1 ��rc�"� E%ISTIX6YNVE� "--� —� ¢ I�� O 0 O . _ O �. PPOEOEE[ _, Cr . =em � � ! � . . . .......... . �i. ' �� I I I „ � - II. I 1 �i_ I� PARKING SUMMARY PFRKINGSPqCES EXISTING PROPOSE� STANOHRD SPHCES 308 P99 AOASPACES 10 21 TOTALSPACES 318 ffi0 Q n nuo�wx. GENERAL SITE NOTES $J_��s'� pb�b 2 yP� Ne.� � o�� rearvi.s.rwirUVeumeeexseaaeoermewmev. o""rix�cosio-x� ' : �oY..SXR�I¢= t� ' ' G a ¢�aEVmiouSUnwu�mwwM¢eaumgnceeesouwuus�a��nMx�� =�S/p�ef' � wo ��e n:m cwnuuacnouorwirtiqscuacsswvwccramiouormrrowi umnx� OVEP�LL �mvt SITE PLCX occe.awuxu,moxc � rwmm�mecvmwm�.wnmewconaauwrnrn �C%0� fi �� — � iP 1 II ��i I ..,.. __�_.. 'I/ � I ii Y i � , �I-'. � J I I a I I �pll I B B % � �F� �� R� �b <�� i � � � I � o � �� ;„ a � ��". I �;� � I� � s �� ; e � i I�� . 0 � _ � v sg �� PHA E 1 � S — ' � PHA E 2 _ — g, *9 �� s, i I �� - - � I �� I I _ _ I . I _ I � �I��. 1�G III — I ac F4, I I •�I � �� . I I �� !` � !� o e� PROPOSED OUTLOT F.F.E. - 823.00 � .. „�� PaoPOSEo OUTLOT F.F.E. = 821.�0 �_ � �\ � O v� � q d ��,t; i � �� J�. EXISTING e Q SMALLSHOPS �,. � �� * �i � n � II ��— ..n.��aa �. __`'� ��I�i I '�..I•... . I I�... I . . � i i II'�II _ � � � I� e,'. .�Qy, ._ I � _ � �' _ —. .— — ' �—'- di - IFI- ; � — --- I OAIVE s.�— �_.iHR� � �1 .I � __ — — �I � � � � � � � I �i m� —II— mm N + I .. . i �4 II II (a — __ — — � r��° � i �� I � /�� _ �,� � i � I 3 — � I�li � "` i �OO as 4 —, �� I .� — L — e=, �� _ {lo. E.��a� � �' u £ W W Nlq 00 _ J� �I� � SITE VLGN 1{EY NOTE LEfiENU 3 \ Q pC�� w �A :� T „ :y � e op ?u y° U �%J 5d a ZF =E FW U O �C � � � � acM.s e�na�n '� LL � _ o�... �= — ,�,a� ff�" =:R��, . ZyP' � G6 � o�� Ne FEIOY..SXR l�"`f``.i• '�2� 'hq`TS/0 PL E�ef' �� w.: �m EuNLYRGEU $ITE PLCX wrvmmwiuv�vsvmxur�rcnox�rossimmrexormewxrevmnum, � ��11�� ....�I � ._ : � � ,�M L �,�,� ___ _ _— — I / . �.. _ _ i —� � 1 � �' _ _ I � I , � ';�� ;.I� III t.t__� a I .�,�� I' � � .` - �-- L '��i ;'�p I � � � . I � T I � - — � � ° . �i > „ �� I �i 0 �� „ . - �i ; �I �`..^� _ ,, ..1�1 ... �. �� ` � �� :�� i � �r� �� PROP06ED { li'�I . OUTLOT �� FFE=823.00 J 1 I.<e� /k�' MFP0=821.54 � I MLAG=821.54 I � I �il.�� I � ��. a,� 1 I „ i ..� �� .'� �I� ��€� e � o p � _ � . °. I=_ �,. �,�.P.y� .�ra � �� -� J ' . � � � � � _ � � ;1 L � IIi i �� rl ,., I ,o � � Illllllll � FI V \ '° - � � NORTH „q i � .:. 1"_30' �� I ��;?1 - ��I�� - i �I III I � ,,, — {I1I�'� IIM^ 1 ,,�, �I �I f . PROPOSED OOTLOT F F E. 821.00 MFPG = 821.50 MLAG = 82L50 F%N ;� F I I I� F F: ", `�, ? � �✓� � � � 3 ��' � '� I � ' I I' I EXISTING I SMALLSHOPS I � �� a . ,. .,, ,� I . � �'� �; i i� ui � ' � , �� r- I ;� I i — w � � I i` �— �� '� -i-� a — ��I .. "� I � I a � `I fp N N � TEi*: -0tms , � III II..:. ��" / / I RFa' � �r, � -� ��. sl�� I, ,� l � q� � � _a � ��`ih � I� _ -= ullu a r � � �i� --.,f. �� ; • _.� � -�� GRADING NOTES GNLOIHG PL�N LEGEHO x�� '��.G�a ,.. o•�E^� � '..NO *re.o... n. w. � v.rai mw.aua � : E.sEME,� �� ,EaaE�� s ° _� °�r°; ��:� : p zu Na � HJ 5d ZF =E FW U a V' �°t Z�g o W � W � Z ' Wo ' �F .�,a� }}}��=��o. e �pP.�[. r �.< 4 �� \Zaq • f£Y1C091C �� S\naur G.�a � EuNLYRGEU GRYOING PLCH __.noxwnsrvani�wonurnrv�wmi�mmrexormewxrevmnum. � ��11�Q rtrnwnnmewcnmerc-w'.'sEioxnwmnoamwewnFrvovameenvo � {� a ¢ � 9 a � � i I i �i�i � k � ._ — �' � II I , �f �� . � _ —k �I vnwn.maunurv.wmwreuvxrxravmc 1 J. Y Y ��z F-- — � � I �..� e�efil ,� � � � ��I � � �� _< r ::�CO CY —� "`� � �" nuraowsmnoanserravs. � no �� v evn wm irrtwuee.ecessnavmu e o ' I . __" _ _ _ exrcxsearwcxxe�mn�o _ F w n�om�mrcxnuu � .. �I � m.xnouFwo.ormEra� -- . � I �rbt� CO C I. I1 � wemm�onuweuc..c.v� u lil� —� �_ — — _ ' I I � �-I � I ''^ I 41, 'I � i �,z�d '�ix. �u �, , ,a� �� .V � , II — .:. ,.�w��,�aE. ° �' I _ IO � ' ii ;��'� � ,i��aa ;, i" i I II I I h aa iV I I I w � I - �I' r� �� i I � � �, �—� If � U �II , � 1� ? II II , 1�•,I rl � � I � �� _<< �I I I II I I I � II I I� �'.�I I I�–. �i � ;y i.� � I IIII i � �� ` rt: r ��I, w o...�o. �I � ° �.o..a�.o.oE.LL. a� � � h f �o �' :a PROPOSED � y� M, OUTLOT �+=cs.�. � —�� e F.RE=823.00 ,o,.eeum,o. xs�aauev �ou I � _` I `b .Fa�,b � ... a�.,�. ., .n �..��o,� ��. / :�.�.. ° �I - _ _ _- _ _ - � - t - Tx�� – - – r•,- –_ , I -.,, I � , �� " I i�, r}u� i �_A I � � � _ I��r_ I I I I " � �—�— _ � � `__- � � . _ ! I fi 1' 1—t1-1-1��1'�— _ ' a� � � ��'' _ .,ps�a:�l r . �� E / ( � . . d _� � �C�! �er� �� p �e�e oxac.o � xocv.esca oue�ss � �a � P C.O. .,.Eeo,.,„,wM,a. ° pROPOSED � OUTLOT 5 F.F.E.=821.00 d & "'I�`��v. e�e�o .I.� G ,�o��w<LL �, a.r �� , � � `a 1 wqem � � A [� . . . — L I�`.� I�� '.L� i� I ��b� ..� �� . . � ��o I � ��'.. II I I ( ' �y � � . L { �. unun xores � µ a m,.� . �..m_ o. aaa.;�o ;aE ��, .�� s ,�� .�.:o s�a�`,��,� �.�. —m eo�u�a��c ep � � [r[O[ur�o[ � �.¢ce,�.,,. � � � o��w.,w. _ � �.E.s�� ~�f � . gEXO9xs a��n �'am-v'am • � �� emc nrve�� Q �NwrsurvwrvaE y no'. n s ° _� �r°; �W�S � p zu Na � HJ 5d ZF =E FW U C � mt W ms � � Z0 _ �rt '��sz��b� �pP � < N �� WiIIR ,i�"`�'i 'G2� 'hq`TS/0 PL E�ef' �� EuNLYRGEU .a,�.,�µo�a,�,�,,,ff,�.w,�.�,�..,...,�a unuTrvux �;,o:w,°s��"�:o:;:�°w��<��..a„�.w.�� °C209 � � s o� s,. .,��« . �, ao ,,,. .. ,I _ � < � � � P : E _ / . , ,�; I � i � J �' � _ t t+r � r �`:� �-� �vr ' x ' ; �--• `m' � .T _ '"'�r��..� � � i , tia � �� I a � I F Ir ,. ,�, ,� o i �, � = �s t. e�- � ��P � � I i � � `, � � a x�, d � � _ �l �� ` �� P _`, � �i A �� - , , � ' I � ��` � �� - _ CPIi i3 l �.��{ �� V .I��f�'� �� CI ��:, � � � __ �� w —_ av . I �r� �un e �+e e„o ,. 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WALGREENS DATE: CADD PLOT: REVIEWED: DRAWN BY: E- 1 1 3 E. GRAUL P. TAYLOR ROOF PLAN - POWER 1ROOF PLAN - POWER1/8" = 1'-0" PBT p,i n,i 'I" I I l °'' E". I, � I I��a��.Eao.�oE o„� ,� � „� - F.. ,,,FE . ,., ,,. � .. _. _ a „�� I ur,. Q' � I _. �' . � � I ( I I I I I I ;� � �..... � I I � �E� �.� � a,��,o� 4,� ,� ROOFPLAN-POWER eL - oiswem�xn� � roSCclE(pimcul Im��)u�� i1 L � �� — �� l. . aEa.reiurrs�a x��m�� e� ss� zee�i�ear r__ � s�o� �o-�j� �aa-i . � .o s�� — � u�•.nnn � pni s� `� ' 4 L.. _ .: �� -, �a ,��EL2 ��m ei �rl �� K REFERENCE KEYED NOTES 34 .mai< W � Q Qo �sEO NimaTms.e a.rex rc me omm� cxxc � . .W .w . .u.. cw.ew�am .n.c ,� u� ..� eun�-i. �.xnc � . . i � r`rv �u�opm°""(s"i�u"�iic�".�'n'asr�rnXOZE�z`ss �Eais:�.m:�� s�C��.`k�"`'"a`sE��E.. wi�� N�rav�.xoi wcfmxc b aml �� e[ ncarcxii��n��i.k'��wM ra�uxrnq��u�w w o.o . w .a�a�a,�..P�. o,.�.. w w � � o[rtami 5 Gcvdxv mao w nWUU wn m �� _ �ECENO s w 3 0= W 0 n � �.�..�E µo �,na . o�m� � ❑ o.�..rt �..�.�,�� _ � „� o�o,E. 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N.O. 9 + = 3 2 : ( 5 , 1 PA N E L B O A R D " M D P " WALGREENS REVERSE CYCLE DEFROST FOR FREEZERMASTER CONTROLLER 2.0/SUPERHEAT CONTROL FOR COOLERR51R21XXCL SERIES CONDENSING UNITSTCP/IP INTERNET REMOTE CONTROL AND MONITORING CAPABILITY Phone (919) 858-7420 Consulting Group, PA Indianapolis, IN www.acg-pa.com Apogee Project # REVISIONS NO.DATE BY DESCRIPTION WALGREENS DATE: CADD PLOT: REVIEWED: DRAWN BY: STORE NUMBER 15334 1424 SOUTH RANGELINE ROAD CARMEL, INDIANA 05/15/2013 P E R M I T S E T 12285-E640 2012 285 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF INDIANA AS SIGNIFIED BY MY HAND AND SEAL. WALGREENS DATE: CADD PLOT: REVIEWED: DRAWN BY: E- 6 4 0 E. GRAUL P. TAYLOR WALK-IN COOLER & FREEZER WIRING DIAGRAMS PBT WG-3 °3 u� �3e N ¢ ue p�C �5 �-gomi �m �-gomi aa i� �� i� a�„ �� m§ °e m� m� ew Fa �a ia ' �a �a mo r�o � u� � �e � �� w � a� �m s �€ g, $a'ai x,� m� e� o� s� oe e� a �_ �s �a ' �s mo .d L._.e _._._., : m � � � rc n�� nraimu� � � `� I I { II II � I � I L. �'u��lrn[ I I ei� I I o r; -J'� � �-. �� :� =� � �_"�_ , , I� �� a � � �� vn��iu �7 `oro�ir � lI g��x��. 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SEE PPCxi1ERURnL DRnx�xCS nx0 5>EqFlCPPMS FOR POCi NRB FNO PIPE POPiN PEWIPEMENiS. �\ROOF MOUNTED EXHAUST FAN �1ROOF MOUNTED PIPE SUPPORT °e m �°� . ro scuc ..o sc.�c ° * 3 a � '� � 4a�m'w M-510 CC4MI(ili � 2012 WNCR6N C0. PLL PoW R RESEPVE➢ 1 PARTIAL ROOF PLAN -REFRIGERATION1/8" = 1'-0" 4 TY P I C A L W A L K - I N G L A S S D O O R C O O L E R / F R E E Z E R R E F R I G E R A T I O N P I P I N G S C H E M A T I C NO T T O S C A L E 2 PARTIAL FLOOR PLAN -REFRIGERATION1/8" = 1'-0"3 PART I A L F L O O R P L A N - PLUM B I N G 1/8" = 1' - 0 " MODEL:MRS-2-CBPROJECT:Walgreen's #15334EvaporatorDefrostSystemItemDescription7HPSHUDWXUH)Refg.Compressor InformationModelQTYRLAVACTYPERLAVACFixtureSuctionModelHPMBHRLAVACEAEA1System Fans----1/3-10.8208-2301A1Walk-in Freezer - 8 Door-10-20R-404AZF15K4E-TF5517.721.4200-2303EVRZ0161B12.5208-2301REV*5.2208-230B2Walk-in Freezer - 8 Door-10-20R-404AZF15K4E-TF5517.721.4200-2303EVRZ0161B12.5208-2301REV*5.2208-230C3Walk-in Cooler - 8 Door3525R-404AZB15KCE-TF5218.69.3200-2303EVHZ009*B21.24208-2301Air0NAD4Walk-in Beer Cooler - 4 Door3525R-404AZB15KCE-TF5218.69.3200-2303EVHZ0157B11.35208-2301Air0NAREV* Denotes Reverse Cycle Defrost, Drain Pan Heater Energized During Defrost* Denotes Multiple Evaps, EVHZ0092B = Primary Evap, EVHZ0091B = Secondary EvapPower Requirement208-230/3/60LOAD:86.4 RLA 91.8 MCA 125.0 MOPDRack Physical SizeLength90inConfiguration:PLATFORM SIZELENGTH98inWidth56in2 Tier Multi CompressorRackWIDTH64inHeight64inPITCH POCKET SIZELENGTHNAWeight1650 lbsWIDTHNASystemItemDescriptionLINE SIZES (MINIMUM PER 100' RUN)CONTROLSRouteSuction LiquidDisch.ControlsMasterRouteControllerSSingleA1Walk-in Freezer - 8 DoorS1 1/8 5/8NAInstalledInstalledMMainB2Walk-in Freezer - 8 DoorS1 1/8 5/8NAInstalledInstalledBBranchC3Walk-in Cooler - 8 DoorS7/8 1/2NAInstalledInstalledBIBY INSTALLERD4Walk-in Beer Cooler - 4 DoorS7/8 1/2NAInstalledInstalled*** Line Sizes are recommended for horizontal runs only and do not factor in*** Typical controls will include Control Board, EEV, TempSensors(3), Press Trans, Reversing Valve on Freezernumber of bends or installation specific conditions that could affectproper compressor oil return. It is the responsibility of the installingcontractor to verify that the proper line sizes are being used forthe varying conditions particular to the installation.Dwg No -4665BC1-Rev-000 Item-1 5 MULTI-CIRCUITED RACKMRS-2-CBNOT TO SCALE6 PLATFORM DETAIL FORGENERAL CONTRACTORNOT TO SCALE7 TYPICA L E V A P O R A T O R A N D DRAIN L I N E D E T A I L NOT TO SC A L E 8TYPICAL POWER DIAGRAMNOT TO SCALE9CONTROL WIRING DETAIL208-230/60/1 V REV CYC DEFNOT TO SCALE 10 CO M P R E S S O R A N D E V A P C O N T R O L W I R I N G 20 8 - 2 3 0 / 6 0 / 3 C O M P R E S S O R 22 0 / 6 0 / 1 V E V A P NO T T O S C A L E 12SCHEDULESNOT TO SCALE 11 EL E V A T I O N D E T A I L NO T T O S C A L E 13 CO M P R E S S O R C O N T R O L W I R I N G 20 8 - 2 3 0 / 6 0 / 3 V R E V C Y C D E F NO T T O S C A L E Phone (919) 858-7420 Consulting Group, PA Indianapolis, IN www.acg-pa.com Apogee Project # REVISIONS NO.DATE BY DESCRIPTION WALGREENS DATE: CADD PLOT: REVIEWED: DRAWN BY: STORE NUMBER 15334 1424 SOUTH RANGELINE ROAD CARMEL, INDIANA 05/15/2013 P E R M I T S E T 12285-M520 2012 285 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF INDIANA AS SIGNIFIED BY MY HAND AND SEAL. WALGREENS DATE: CADD PLOT: REVIEWED: DRAWN BY: M- 5 2 0 12285-M520 J. BERARD D. BARRIENTOS WALK-IN COOLER & FREEZER REFRIGERATION DETAILS DMB � � I I I y I � I m I _____J PARTIAL ROOF PLAN - �,1REFRIGERATION �Ol 60 Q3 60 s� J PARTIAL FLOOR PLAN - PARTIAL FLOOR PLAN - �1REFRIGERATION 3 PLUMBING �ECENo �_—_� wrnou�x� �---ryi mxowseswwx p ROOw 9xx(Br qWBix6 M�rz�C�0e1 luz owa rem v ^ �� ao. � .w��.n xiw;wo �.a� rno.s 5—� ��'� 4 TVPICAL WALK-IN GLASS DOOR COOLER / FREEZER REFRIGERATION PIPWG SCHEMATIC 5 WG-3 6ASE SCHEMATIC �ETAIL TABLE 2 WALK—IN REFRIGERATION OPERATING PARAMETERS oES��o. ��i:� gi.i"` µ°:�in a„ �a '� ° i q"a ` T"� �R., o�o�R �n.oi.� �o �nwi�.��.,s rssa .�.o ��.w�n�TME�ow��r.b�RE w, ou�iw..x � o��u,:�i M�R TMw Po o.:,. 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'MiH Nx1E �B � T-SP 9t0 OR E�VN Bv JMnui Suiix OR wApE EnrvOU1- Ho-M�ORG�Oi]R�U PoR CfPPM4 OUMRV iILEROR NNn u5 AFFRO n MZE inPEP MREeD PLVC mT� 4nwLE55 SiEEL COKR wa w ore sr:°N"xo" °n°z"'u05Ep c.o.is ecouireeo�' [ensw� £1rv0 �xVL-P55EpPON,7RR0�N�0 x�q�E�L-BRONZE RIxG [P �� P�MO. �. �AO� eoo,. nax�� a `� � ; �i.�o��`�`a n�aa a ��..a o�s��.��E P�. " A QCP4 IN�OSIP16 uODFi a9a0�� W =S O S Qi S� � 0 > w W � Z F � . � <w JQ j E w 0 3 � Z 3 h .. ��.1�� A. I. B. 1. GENERAL iHE SiRIICTURAL NOTES OUiIJNED HERBN SHALL BE 1REAiE� AS PARi OF PROJECT SPECYFlCATIONS AND TPKE PRECE�ENCE OVER OTHER �OCOAIENTS RELATED i0 iH15 PROJECT, UNLE55 SPECIFlCALLr NOTED ELSEWHERE. AND SMALL BE STRiCiLY ]. oeseRVeo ourewc coNSTaucnoN as weu ns PREPARiNG SHOP DRAWiNGS. ADMINISiRAiNE 1HE STRUCTOftAL ENGMEER NEITHER SOPEftVI5E5 NOR CONTROLS THE CONSTRUCPON nND HAS NOT RETAWED THE FIGHTS TO SUPERNSE OR CONTROL iHE WORK OESCRIBED IN THESE OOCUMENiS. 2 lHE STRIICTOftAL ENGMEER HAS NOT BEEN REiNNED TO AN� WILL NOi PARiiGPAiE IN iHE ONGOING DAY TO DAY ACIIVI➢ES AT THE CONSiFOCTION S1E_ 3_ lHE STROCTOftAL ENGINEER IS NOT RESPONSIBLE FOR ON-SITE SAFETY AND WILL NOT BE RESPONSIBLE FOR SUPERNSING GENERAL OR SUB-CONTRACTOFS 4_ lHE STRUGTUftAL ENGNEER HAS NEITHER ANY AUTHOFITY TO 65UE Oft�EFS NOR THE FIGHT TO SiOP WORK AT ANY iIME. L. DESIGN NOTES L CONCftEIE_ MINIIAUM COIAPRESSIVE SIFENGTH AT 28 DAVS (FC)= D. CASi IN PLACE CONCREiE (C.IP.) = a000 ps �' SLAB ON GFADE S.O.G. OF SLAB ON METAL �ECK'. � ) nG 302 CLASSES 2 AND 3 = a000 pfi AGI 302 CLn55E5 4,5 ANp 6= 4000 psl 2. GONGREiE REMFORCiNG S1EEl AS11A n815. GRADE p 60. 3. STRUGTURnL STEEL' ROLLED SHAPES AN� PLATES - ASTM A36 W-SHAPES - PSiM A992 50 K51 ROLLE� PIPES - ASTM A501 H55 MEMBERS - ASTM A500, GFA�E � B 4. BOLTS: 3/4 WCH �IqMETER ASTM A325-F UNLE55 NOTEO OTHERWISE. 5. ANCHOR BOLiS'. ASTM A30� OR ASTM A36. MINIMUTA. 4. 6. �ESIGN LOA�S (PSF)_ DEAD LIVE ROOFS (Ux0-J FUT FOOF AFEAS 20 20 (SNOW DRIFT iNCLUDED) 5. ELEVAIED FLOOR AREAS 66 80 NOTE'. iHE ABWE TABULAiE� LOADS ARE THE BASIS fOR �ESIGN AN� INIXll�E ALLOWANCES FOR SUPER-IMGOSED LOA�S, UNLE55 SPEqFlCALLY LIS1E�. THE MAGNITUDE LOCATION AND DESIGN 6, REp01REMENTS FOft SPEQFlC CONCEN1RAlE� OR LOCAIJZED SUPER-IMPOSE� LOADS,IN ADDIiION i0 1HE BASC ALLOWMiGES ARE REFERENCED iN iHE PLANS. SEiSMIC RESPONSE COEFFlGENi (CS) = Q064 SOIL BEARING PRESSOFES (FROFI GEOIEqINICAL aEaoar} SPREAO FOOTINGS = 20 KSF CONiINU0U5 SiRIP PoOTINGS = 20 KSF THIS BUIIDING WAS �ESIGNE� IN ACCOR�ANCE WITH_ INDIANA BUILDING CODE - 2008 EDIlION "DIAPHRAGI� DESIGN lAANUAL", STEEL DECK INSiiiUiE (DDM02) "SPECIFlCAilONS AND COMMENiARIES PoR NON-COAIPOSITE STEEL FOFM �ECK�, S1EEL DEqC INSiIiUiE, 200J. "BUIIDING CO�E FEQUIFEMENTS FOft FEMFOFCE� GONGftEIE". AGI 31& 2005. SIItENGIH DESIGN MEiHO�. "A50 MANOAL OF STEEL CONSTFUCiION", AISC, 200J, ALLOWABLE STRESS DESIGN_ "SPEGFlCAii0N5 PoR SiRUCiURAL JOiNTS USING nslm nazs oR na5o eo�1s", nisq zoaa_ "STAN�Aft� SPECIFlCAilONS FOR OPEN WEB 4EEL JOISTS, V5. CS & K-SERIES, SJI, 2005. "SPEQFlCAilONS AND COMMENiARY FOR STEEL ROOF �ECK", STEEL OECC INS➢TUTE, 2004_ FOUNDA➢ON NOTES PRIOR TO CONSTRUCTION OF ANY PERMANENT STRUCiURE ALL i0P50iL AND OR6ANIC MATERIAL Oft FROZEN� WET SOFT LOOSE OR UNDESIRABLE SOIL SHALL 6E REMOVED. REFER TO THE GWIECHMCAL REPORT FOR FURTHER WFORMATION. ALL ENGWEERED FlLL SUPPORTING FOOTINGS OR FLOOR OR IAECHANICPL E�UIPlAENT SLP85 SHALL BE cornvncreo To nT �nsT sa PereceNT srnnoneo PROCTOR MA%IMUM DftY DENSITY (MOISTURE LONTENT: OPIIMUM TO OP➢MUM + 3%). (ASTM D698)- FlLL MAIERIAL SHnLL BE PLACED IN LOQSE LATERS NOi ID EXCEE� 8 INCHES AN� IHEN MECHANICALLY COMPACiED TO AT LEPSi THE SPEGFlED PEftGENTAGE OF THE MA%IMUM pRY OENSItt WMPACiION OF ANY FlLL BY lHE WATEF FLOOOING METHOD i5 UNACCEPiABLE. F00➢NGS SHN1 BEAft ON FlFM ON�ISiURBE� MATERiqL OR ON ENGWEERED FlLL MnTERIAL �ESCRIBE� HEREIN_ ALL PoOiING E%CAVATIONS SHALL BE INSPECTED BY AN INDEPENDENT iESTING LABORATORY BEFORE GONGREiE IS POURED- THE noewncr oF THe soi� sHnu ee oeTeRMweo er PROBING, iAKING HAND AUGER SAMPLES OR BY USE OF A SOIL PENETROMEIER. 11. PROVIDE CONiINUItt OF REWPoRCEMENi qT 11. FOOTING INTERSECl10N5, COFNEftS ANO 4EP5 ETG DOWEL IF NECESSARY USING SAME DIAMETER AND SPACING AS IAAIN REINFORGEMENL E C.I.P. CONCRETE NOiES 1. MINIMOM LOMPFESSVE SiFENG1H OF CONIX2EiE SHALL BE A$ NOTED IN THE DESIGN NOTES. UNLE55 NOTEO OiHEFWISE,MINIMUM CEMENIITOUS MATERIPL GER CUBIC YARD OF CONCRETE SHPLL BE 540 POVNpS FOR SLABS: 560 POUNpS FOR /LLL OTHER QI.P. CONCftEIE_ MAqMOM SLUMP, AT POINT OF PLACEIAENT, SHALL BE 5" FOR SLABS; 4" PoR ALL OTHER C.I.P. CONCRETE - UNLESS NOTED OiHERWI$E. 2. REWPoRCING STEEL PLAQNG DRAWINGS AND BAR LI45 SHALL CONFORM TO THE CURRENT EDITIONS OF THE AMERICAN CONCREiE INSTIiUiE'S "�ETAILS AN� �ETAILING OF CONCRETE REMFORCEMENT" (AG 315) AND "MANUAL OF ENGINEEFING AN� PLALYNG ORAWINGS FOR REMFORCED CONCRETE STRUCIDRES" (ACI 315R)�. AND THESE PUBIJCATIONS SHAl1 FORIA PART OF �rvc caNrrencT oocurncNTS. nu snres nNO rncsH SUPPORTS IAUST BE 0.EARLY DEiAILED. 3. ALL RBNPoRGNG STEEL DETAILS SHALL BE IN ACCOF�ANCE WITH lHE AG "BUIIDING CO�E REQUIREMENiS PoR REMPoRCED LONCREiE" (AQ 318 WRREM E�ITION). 4. CONCRETE COVER SHALL BE PRWI�E� FOR REMPoRCING SiEEL AS OUiIJNED HERBN AND SNALL BE INDICAIED ON THE APPLICABLE REMFOFQNG SIEEL SHOP �FAPoNCS. SOiLS EXPWED IN THE BASES OF qLL 5. SAlISFACTORY FOON�ATION E%CAVATIONS SHPl1 BE PROiECiED AGAINSi ANY DEiRIMENiPL CHANGE IN CON�ITION SUCH q5 FROM DISIORBANCE RqIN OR 5, FREEZING_ SORFACE RUNOFF SHALL NOi BE ALLOWED TO ENTER THE E%CPVATION. FOUN�A➢ON WNCftEIE SHALL BE POURE� THE SAIAE DAT E%CAVATIONS ARE OPENE�- IF iH15 IS �, IIAPOSSIBLE, STEPS SHALL BE TAKEN TO ADEQUATELY PROTECT iHE OPEN EXCAVATIONS. ]. THE ON�ERSI�E OF Pl1 FOOTINGS SUBJECTE� TO OUi51DE WEAiHER CONDIilONS SHALL BE LOCAiE� e. AT LEAST 2�-6" BELOW FlNAL E%iERIOft GRA�E Ai WIND - INDIPNA BUILDING CODE 200& 90 MPR WIND - COMP. & CLADDING = 25 PSF, MIN. SNOW - INDIANA BUh�ING GODE 2008 SEISMIC - IN�IANA BUIL�ING CO�E 2008 UPLIFT ON ALL RWF JOISTS = 10 PSF (NET) SESMC DESGN DAiA- 8� GOUNtt OF LOGAlION = XAMILTON ziv cooc = aaoss LATITU�E = 39990 g LONGINDE _ -86J2]2 SITE CLASSFlCATION (FROM iHE 6EOTECHNICAL ENGINEERING SERNGES REPORT DAIED AUGUST Q 2012 PERPoRMED BY P51 = D ) SITE COEFFIIIENT FA BASE� ON SIIE GLA55 & SS (FA) = 1.6 SITE COEFFIGiENT FV BASE� ON SIIE GLA55 & 9 �py) = p > � �ESIGN SPECIRAL RESPONSE (S�SJ = 01909 DESIGN SPECiRAL RESPONSE (SD1J = 0.1265 FUN�AMENTAL PEFIO� PoF �ESIGN (T) = 620]8 RESPONSE MODIFiCnTiON COEF. (R) = J.0 BUIIDING CLASSFlCATION CATEGOFY = II OCCUPANCY IMPORTnNCE FnCiOR Qe) = 1.0 seisMic oesicrv cn�corer (soc) - e UNLESS NOTED OiHERWI$E: JO NTS AN� STFUCNRAL SLABS' 11 BARS MiD SMALLER = 3 4 W. a M � CLA55 3-6 SLABS ON GRADE OR METAL DECK. *oa �/a (2" Mnx.T �=s�ne rHicKNess irv MCHES SUB IHICKENINGS SAME AS BOTTOM COVER FOR FOUNDATi0N5 WALLS: N>> BnRS NJD SMnLLER = 3/4 W. PoVNOATIONS AN� SiROCTORAL BASE SLABS_ AT FOFME� SOFFACES AN� BOTTOMS BEARIN60 N CONCRETE WORK MAi = 2 IN. AT UNFORIAED SURFnCES WQUDING eoTrous w coNrncT wi�rv soi�s - a w_ i0P OF FOOiINGS = 2 IN. cxvosEO suRraccs: NO PRINCIPAL REWFORCING IN AREAS EXPOSE� ID EARTH, WEATHER Oft WATEF SHALL HAVE COVER LESS THAN 2". HOOKS AND BENDS SHPLL BE AG SiANDARD UNLESS OiHERWISE INDICATED. REMPoRQNG SiEEL M FOOiINGS SHALL BE ASSEIABLED IN MAT GRILLES. E�UALLY SPAGED AND SECIIftELY WIFEO TOGETHEF, BEFOftE THE CONCRETE IS POURED. PFOVIOE SHEAR KEYS IN THE TOPS OF WALL PoOTINGS SUPPORTING CONCREIE OR MASONRY WALLS; AN� IN THE TOPS OF COWMN F00➢NGS Ai CONCRETE OR MPSONRY COWMNS. CEMEft ALL FOOTINGS ON WAL4 PIER OF COWMN ABOVE UNLE55 OTHERY�SE INDICAiE�. ANT GrvEN POINi FOR FROSi PROiECiION, UNLE55 OIHERWISE iNpiCATED. 9. UNLE55 OiHERWISE INDICATEq LONTINUOl15 WALL FOOTWGS SMALL BE TWICE THE WI�TH OF THE ADEQUATE �RqINAGE SHALL BE PROVI�ED Ai THE WALL PBOVE PN� THE FOOTING THICKNE55 SHPLL SIIE TO IAINIIAIZE ANY INCREASE IN MOISTUftE BE EQUAL TO iHE WIDTH OF iHE WALL ABOVE. CONTENT OF THE FOIINDAiION SOILS. 1HE MINiMUM FOOIING THiCKNE55 SHALL BE ONE FOOT. PRONDE (3) g5 CONiINU0U5 BOTTOM THE SIDES OF ALL FOOTINGS AN� PoUNDAlION BAFS WITH NS AT 18" o � IF:ANSVERSE BMS, SYSiEMS SHALL BE PoRMED i0 iHE EXACT UNLESS SHOWN OTHERWISE. DIMENSIONS SHOWN IN THE PLANS POURiNG CONCRETE IN TFENCHES USING SI�ES OF EAFTH AS �0_ SPFEA� BAIES AROUN� SMN1 OPENINGS AN� FORMS vJ� BE PERMITTED. REMOVAL AN� OFF-SITE SLEEVES W SLABS AND WALLS WHERE POSSIBLE �ISPOSAL OF IlAPftOPERLY POURE� CONCRETE WILL pND WHERE BAR SPACING WILL NOT EXCEED LS BE AT lHE EXPENSE OF THE CONIRACTOR. iIMES THE NORMAL SPAQNG DISCONiINIIE 8AR5 0. ALL REWFORCEMENT, MCLU�ING �OWELS, SHALL BE A1 LPRGE OPENINGS WHERE NECESSART AND TIE� IN PLACE BEPoRE PLACING CONCREiE. PROVIOE AN AREA OF REINFOFCEMENT EOUAL TO CONTRAGiOR SHALL FURNiSH ADDI➢ONAL �HE INTERRUPiFD REiNPoRCEMENT, DISTRIBUiING ONE-HALF OF THIS REWPoRCEIAENi EACH SIDE FEMFOFQNG BARS AS NECESSAFY, WHETHEF SHOWN OF THE OPENING_ HOLES LAFGER THAN 12 IN PLANS OR NOT, TO ➢E ALL REMFORLEMENTS IN iNCHES IN qNr �iRECTION SHALL HqbE (1) PLACE AN� TO FOftM CAGES TO WIlHSTAN� FOftCES KSx4�-0" �IAGUNAL BAR W EACH FACE AT EACH DUE TO PLAqN6 AND CONSOIJDAiION. INSERTING CORNER, UNLE55 NOIE� OIHERWISE oowE�s iNro rr�E a�nsnc corvcRE1E is FoaeiooEN nNO rnE ENnRC roonNC rrvus a�ncco wiu aE ORDERED i0 BE REMOVED AND DISGOSE� OF OFF SIiE ALL OPENINGS iHROUGH SLABS OR OTHER STRUCTURAL ELEUENiS NOT DETAILED ON 1HE sTRUCTUan� orenw�rvcs uusT ae �ocnreo av iHE CONiRACTOR PND SHOWN ON THE APPLICABLE REINFORCING STEEL SHOP DRAWINGS- THE FlNAL LOCATION OF ALL OPENINCS MUST BE REVIEWED BT THE CONTRACiOR BEFORE THE CONCftEIE IS POUftE�_ 12. SEE iHE ARCHIIECiVRAL DRAWINGS qND 1HE SPELYFlCATIONS FOF THE LOCATIONS OF SPECIAL ANCHOR$ CHnMFERS, AND OTHER DETAILS NOi SHOWN ON THE STRUCNRAL DRAWINGS. 13. WELDMG WCLUDMG TACK WEL�MG OF REINFORCING STEEL IS PROHBTE�_ WEL�ING OF RBNFORCING SiEEL WILL BE PERMITiE� ONLT BY WRITTEN APPROVAL OF THE ENGINEER. 14. NO REWFORQNG SiEEL SHALL BE FlELD BENi OR Wi WIlHOOT lHE APPROVAL OF THE ENGNEER. 15- ALL LAP SPLICES SHALL BE CLA55 'B' LAPS iN ACCOft�ANCE WITH THE FEOUIFEMENTS OF ACI 318 - CURRENT EDITION, UNLE55 OTHERVnSE NOTED. 16. PLANS SHOW THE ESSEN➢AL REWFORCEMENi BASE� OPON �ESIGN. M�ITIONAL REINFORCEIAENT iHAT IS REQUIRED i0 HOLD iHE ESSENiIAL REINFORCEIAENT IN ITS TRUE POSITION, WIIHIN ALLOWABLE IDLERANCES, SHALL BE PRON�E� BY THE CONTRACTOR AT NO ADDiTIONAL WSi TO THE OWNER. F. SLAB NOiES 1. SLABS ON GFA�E SHALL BE IN ACWF�ANCE WIiH ACI }02.1 MANUAL OF CONCRETE PftACTICE "GVIDE PoR CONCREiE FLOOR PND SLPB CONSTRUCTION". THE CONTRACTOR SHALL IAAiNTNN A COPY OF THIS GUIDE Ai THE FlEL� OFFlCE FLOORS WIiHIN THE BUILDING SHALL BE LLN55 6. E%iERIOR WALKS SHALL BE CLn55 3, UNLE55 NOIED OTHERWISE 2. UNLESS OTNERtN�SE NOTED. ALL SLABS ON GRADE SHALL BE FEINFORCE� 6x6 - VYL9 x W29 WEl➢EO WIRE FABRiC (WWF) PLACED AT MID-HEIGHT OF SLAB IHIGCNE55_ 3. PROVIDE AD�ITIONAL BAR REWFORCEMENT IN SLABS AT ALL REENTRANi CORNEF$ ACOIELY ANGLE� SLAB BOUNDARIES PND PENETRAilONS. AS SHOWN IN THE ttPICAL DETAILS 4. iRAN51TI0N OF THE BOTTOM SURFACE OF THE SLAB$ BETWEEN THICKENE� AREAS AN� NON-iHICKENED AREAS, SHPLL BE AT A SLOGE OF LtQ OR MORE, SUB-BPSES AND VAPOR RETnRDING MEMBftANE SHALL EXiENO BELOW ALL 1HICKENEO aRCns. 5. SLAB ON GRA�E JOINTS: SLnBS ON GRADE ARE TO BE 'FLOATING' AND SEPARATEO FROM FOOTINGS, WALLS ANO COWMNS ETC., UNLESS NOiED OIHERWISE. PRON�E JOiNTS IN SLABS FOR THE WNTROL OF CRACKING AT 10�-0" c(IAAX). SPACING MAY BE INpEEASED i0 15-0" c W LAftGE SLNB MEAS CONSiFOCTION JOINTS MAr BE PLANNED i0 BE COINCIDENi t�iH CONiROL JOINT LOCATIONS UNPLANNED DAY JOINTS MUST BE Ai LEASi 5'-0" FROM PARALLEL CONiROL JOINiS. lHE CONTRAGTOR IAVST GAftEFLLY PLAN WNSiRUCTION SEQOENCE. CONTIGOOUS SAB PRE-PLAN JOINT LATOUi AND POUR AREAS ARE TO HAVE CONTINOOUS JOINTS WITHOUT OFFSETS OR STAGGEFS. AIIGN JOINTS WIiH FEENTFANT COftNEFS WHEREVER POSSIBLE. G. DRILLED �OWELS (NOTE�. EPO%T DOWELS MAY NOT BE �ETAILED IN THE PLANS BUT SHOUL� lHElft USE BE DEEMED NECESSARY, AN� APPROVE� BY THE ARCHIIECi OR ENGINEER, IHEY SHALL BE AS FOLLOWS-) L EPDXV DOWEIJNG ANb10R5 INiO LONLRETE SHALL BE HILII HIT OOWEIJNG ANCHORS USING HIT HY-150 OR APPROVED EQUIVALENi,INSTALLED IN ACCOft�ANCE WITH MANUFACIDRER�S RECOMMENDATIONS. H. 4EEL �ECK NOTES L THE STEEL ROOF OECK SHALL BE TWE B, 1-1�Y� DEER 22 GAGE GALVAMZED DECK (1SF22) AS IAANOFACTOftE� BY WLCRAFT OR APPROVE� EOUIVALENT. 2 4EEL �Eq: CONSiROCTION SHALL CONFOFM i0 THE 4EEL DECK iNSTIiUTES'bESiGN MANUAL FOR F�oore oecKS iwo reooF oecKS." 3. ALL ROOF DECKS SHnLL BE THftEE OR MOftE SPANS corvnNUOUS wHeree vasse�. 4. SEE 1HE TYPICPL �ETAILS FOft AIINIMOM REOUIREMENTS FOR FASTENIN6 iHE DECK i0 Ii5 SUPPORTS. 5. ALL OGENINGS iHROUGH ROOF DECKS NOi SHOWN ON THE STRUGIDRAL PLnNS SHALL BE FRAlAE� POOft S�ES WITH ANGLE FftAMING SOPPORIE� BY THE JOiSTS, UNLESS NOIED OTHERWISE OPENiNGS 4 FEEi WIDE Oft LE55 PEftPENDINLAR TO 1HE SPAN OF iHE DEGC SHALL BE FRnMED WIiH L4xax5/t6. OPENINGS GREATER THAN 4 FEET WIDE PERPENDIWLARLY TO iHE SPAN OF THE DEGC SHALL BE FRAMED N�TH MEMBERS DESIGNED TO CARftY 1HE SPELYFIE� �ESIGN WE ANO OEA� LOADS. 6. UNLE55 NOTE� OTHEFWISE PFOVI�E LJx3x1�4 AT UNSUPPORiED DECK BOUNDARiES PARALLEL TO �ECK SPAN, AN� Ai E�GES OF �ECKS 1HAT AFE CUi �IAGONALLY AT SKEWED WALLS, OPENINGS, ROOF HiPS AND VALLEYS ET0. i_ we�o Nores 1_ E]OXX ELECTFOOES SHALL BE OSE� FOF ALL WEL�S No. z � � �"' � � � � �� a � jp 0 � �E � Z � g W �: � � �: � � 3 � I I I I S-000 covmicni � 2aix wnun[[u m. u� wcrvrs vvs[xu[o I I I I I I �, _, ,. o-��'%- e-�ye- ao'-�ok' � rzs._e. ��_i,�. � as_ii�y. � � � � � � �'Ju•ra �(( "°.Es ar - o�-a ux.o, �us.as en.00�� nra . arv.a � -x TMiok wj'.N�ys; wrvnrvuous m qs: vncm e mm iz-PS ncx wnv mcnso �� mom eo..ou or roonrva. .� oe Aessm merem sua see oe*nii s�s-sio 9. 5'-0' IDNG x 9'-0" MDE x 2�" MIGx CONCPEIE SiPlfl FWNDPTW o�nro�+ � aEanrs.�«Ea. 8. 5'-0" lDN6 x]'-0" MDE % 2�' MiCK fANdEIE SiPlfl PoUxDPTW vno. wmoirvn.e �ocnnorv mm srare unxurncmaerepnsnuerz ir¢:i:¢o�`sue�ssio��m�re i�inixENi`v` nRa�:E:iTp'su oxv�r � areMe c�rnNrxs rv ac exr ru e�-o- oee> sewn� e.caorz. s� >wuairve oxnv�rvrs. n* eo.mu or m rve .xnrvsi orv, s e �-r�sspoq� xr � ' oErni�s. caoxoiun� iocwnau ��rvnx`snauTw� 1HE SEwnGE EJECiOR. 1Rnxp1i0rv SwPLL BE < uiNUUM Ci 5'-0" iPOu IINC NIM �0-y55 EACX . f5S L 5�'�6" x TR6u B�iB"� iCx SPREnD FOplixC nlh 6-YS'S E<C„ w.r ian�eo s" rao�+ eonw or roonNe. �° � No. 1l.1 O �f R a � Y� 0 � �� Z � g W �: �� 3 �: � � I I I I S-111 covmicn. � xaiz wnuneeu m. u� wcrvrs vrsexueo I �— o � e � I I � _ _� I I I �,�. ��_,�. � 3,�_��'� _� � � RercuEnce r�.iv� kocn Kev.nw - o'-o' 9•�••eaecurav corncnaErt .� wsaLV E se o '. o.een na �vnno�> snE�� vmnsrnxow p� I ecns7. o 0 s� i � as. eE.a`.e sE.rs=sE P m �aE �or i xrciPC� L JqS GRDER BEnPi pG SEn6 ��/Y N5. INSi1LL JOISf RI� IN� ER 5� PEqRfA➢0 BRiOqxG 10 RUrv iHE Ex}iqE ErvGM C! 6(zpa/xw:� iu0i@SS Jq5* GeOEn vµR NG (R/LL), li. PflONOEEEMBEDFAi ENL OiMP,1NEL�5 i0�5VPfPORI Oxl/9� U . 12/390. No. 1l.1 O �f R a � Y� 0 � �� Z g W �: �� 3 �: � � I II I S-112 �o,��.. �a�= w.�EE� � u� w��,� A�R,�o I � I � �,o_„�-�,e—��- I o�� .�� O 8'-2�' I � E�VnL = Nl 0 X N X — — — 6v� a GeLv � ]0._tl .,�,,._. � x � - - - - � � .� ��erec = 55 �P6s �._ J/BPG = 31'-10 I/0" i/NOE3 �� o �R ffi a^ ir �s< n�. � ,is . >�-< ,iN�. a!��'°'-' 5 - ,ir � x — — — x — — — : ; ; � x = = = I � �� EWnL I � wl nl �I �I a p EWnL 1�-, � _,�� X� � � x x x I � I �;i�.� Ruox ��uox I I i �i��,s I o I I I I � aEpRi�� - :�i-vve a NE 2 X i/VREGS!= m X X �� 11/2'iW i%VREGS!=n � 36- /<° m X X � W o � �E � � �� V '�3 � fl �. x• - _ - ---- x• � „� u°�l � Sm - � ROOF PLAN � ,ore „ I u•ra 1. R6ERENCE FlNISI PLWR VPPON = Ob 9�p'OVIOE fULLY oWED SiEh PN6 oERqME FLq I 9BVC SFYlIN01CAi6 39" �EE4 ttFE Po Jq OH4 (USGS 89 W') � u SJPPOR }uL3 W ��GiWER M1ix SPPp p LOPOinG. SEE S�EEi� 2 J06i BEnPirvC ELEVnTq� = SEE PLnN u Z'S� ]1/2' '. CORmEYOxppC�OPENeGS�mix�4ECaxiCe IS NAN�PLSORAMNG60IXt�INAiELMPPONMIH Mtc Ic � RIIN ME FN➢RE IFN�M 0! � �6. � P iOinL�nWiPW<L OE<D WPD� i6xi M ' �OP MnLL�OT�FR�OPENmCS �xoROpp DECmNC nxD x0210NEi ME UNIPORM L01�5 GI�EN PER BRI�CIN� i0 W�NIN6. � � B qN � o IN�I�n/LL J01 i �IPOER PANR COOPUINnII WCPTWS i Ci pOp 6 CC�OMN lO INSIOE CqiNEP OF z �« svK irvoicnirs ri� o - '�� "�� °"s v�o�+.0 �s �onmsie� o,i+.a aPer wuis ma nreea usE . s-mo Fw s=EC« w.w�� 'a aa�, s. k p/�.x. ixoia*es ze' oee> .>e is:.�ae�s ...oa n.iri�r��o�+ or iNroau.norvSXe `m u smirs me are w�m q rvuuem ar svwrves vnrve� uvrv ems w Pre . ° roi r a wA�' irv .� n/« ra.. �os .roisr �mTM aaurv "�v� uu�u rao. �owc c>v) oui iow/u�rt �o.o. ..�E a. PaE�.�, \ � � 3 � : � F ` � .. � ��a� S-11 R �o,��.. �a,= w.�EE� � .� re�o�,� A�R,�o I � I � �,o_„�-�,e-�,�- I � Ee a�_z�.�E� I � E�VnL � o x — — — � ro x — — — 6m a GsLv - b'-0" i/evE�ASi ry X ry ^' a � */P ��erec = 55 �Oa6a �._ . J/BPG = 31'-10 I/0" i/NOE3 �� - � � =S �sse n�. � Vs - oz-< cn/� �3naz• e�� 5 - ,ir x - - - x - - - x` - - - X � X x - - - I I �,�. ��_,�. � 3,�_��'� � � ,� EWPL wl nl �I �I a '1 � � �� ^� ^ EWeL x� / � x x x I a„ aEnwxa — :�i-��e o NE 3 X ityREGS! = m X � ityREGS! _ ^ � X �� X �� X• I � n� � ROOF PLAN � rore „/ A u•ra 1. R6ERE �P'OVIOE fULLY oWED SiEh PN6 oERqME FLq I 9BVC SPplIN01GAi61H" � NCE PNiM PLOOR EI£VPPON = Ob' 9 Em NpE VC JqSi 4(USGS. B9 W) u SJPPORI }uL 3 W a GiqSExR oix SPPp p LOPOixG. SEE SxEEI 9. J06i BUWrvG ELEVnTW -$£E PLnN - - u SE� G= 153" �' CORflEYOxppC�OPENeGS�mix�4ECaxiCe IS =E POS! PN COIXt�NAIILOCPPaNM1H _ � �G2' MELNeNIG�L ORAMNaS� 5 RON ME ENPRE LFNGM 01 S �6. zmop TMiOinL nLOiTWnL OEnO LOnD xEiGxi � ➢ ME UNINRM L01�5 G�EN PER 6 pM W(/X �) IN�IUlES i CIPCER PPNEL C�WPD�NryIETMFOG��5C5 �rvoROpp OECwNC AxD NO2 87E7OP �NCa MTMElO LSOE Cpix F NG (R/LL)�� 1. µ� �qVUxS SHOtm' nPf ti55 tpeip�3/Bi Un0. u x x i z u�svM�ryosxEn s�z� _ vAeAVer Wuis ma nreca us � - 0 Fpt SPELV<L LOnqxG �x �W" Sx k o%urt iNDWpiES 20' OEEP ?E ��/� A lYE�S <iSOP AND BOROU 0� =NFpiMnPON. =�n�dp 1h 5MUM6EA aF SPPGNGS P1NEL U4N BED IN GREGSl. e NN%jX%% IN � dxi Ne _ �Pii) .oi.i'iowN'� �o.o�� rao. imowc No. W O �l R a � Y� 0 � �� . � Z g W �: ��3 �: � � I � � I S-11R I �o,��.. �a�= w.�EE� � u� w��,� A�R,�o �o,��.. �a�= w.�EE� � u� w��,� A�R,�o V APB PER (MINJ � • � �-BS eooui. nnao s°�nrva� o�a� %1 NPICAL FOUNDATIIXJ WALL DEfAIL r. w riuEo ri� c . -i�-.y� Y s �i. oA�.s ��,� wa.. �� Em. �,_ M<,�. �..�� SLnB PFR OeL +0'-0' REINPoRCE W/ z._z. 'c� I }YS WUNLV ��GEp� ° �pPMSVFRSEJ 4 7YPIaC.4LIMERIIX2WALLFOO7ING i�`�o��;��no� c.w> p. oovc�s o �e' �V s 5-�, Ea.,�. �..�� ,°,,,�"'�°��J �1T'RCRL DOORWAV 8LA8 DETAIL �-n 6 N� � �BV5PE6�M�x0IID�W�PUxS i1EE��PLPR, rpOMkOrvOFRn2 9v�0inuOxO l�) f (°) �� G GIED PFA 1NE FNONFFA PNO AS SXONN ON 1NE �RqMNGi n� r,u ,ww.s sv,u ec ix mvvmwn.�, mw� vn..wrvs s) corvma aarvrs w smewn�xs puo ow�wnrs nac *o ee oai�vu: noreevus Eooa� �o rxm�oTMmrv�wE wux oe ei o� nx.� oer c i en s WnmOUpxriOC�no000r9imlC�qrvAxr �) r.anrvsiorv aarv*s w e.�ewon a.es ox r,rs.oe sxu� ae OFPENpNOdlFD➢IiEW�FLIQ!! LOLniEO fi0' o/c (z) un% Ew. OH <5 Sx0'M+ Ox CML OwGS. ix. .� w�eaE.ca eossie�, arvmo� wix.s .�+o roxsmocno� �"" 00N'R0L '10 �aixrs snnLL ec mixuoex*. s Nmc n� wcNOev or snw�na. T seu �oix� V%' twa) �p c rs unv ee e.xen snwrv twww �iz xwu s�n oR mai�c �io nvvnoaicrno7 e sen�aa .ip s c��e� woe u�o cxrtxo ro i�. e p" uix) vlll)C ErtEROR51AB5MMRFNiDFCEMFNiS1ALL IXPnN510N Jqrvi unlERiA� (u N h) qn�£ SEnL01�Nr61N ��) CMiRM JOix15 ix'wn5x-DOXti PflE<5 SHNL xnK SE4UXi. �� ) aaonoc wnrtnsrtrs u sxoen ox eeodECr sarune ocru¢ �1SlAB IXJ GRA�E CRApC CONfROL AND EXPANSION.pIM DETAIL$ e.nv �c°UUV°°ieviaLL rveuirvc w � �w m ahi �AO 6 '� �'�a°.xw:LL�, �� Em. �.. �a,� a.�� .M�� p oo��s a ie- - � �=_6 4i OO�WWELS PER e I �-n eouu�v �'m.o. �If � 5 7YPIaG4L ENTFLINCE PUTFORM w/ wiK_ K HE n9x� � �L� _ L � co+* " <�� FON �.' Os.ortooweµa5wss� � �L➢��OIW �1 I/2�LYGR) I , v (rw) ""R woi�LLO.i"`soEi.rarccurop* ��o ec aucco V�MFA��CRp�O(�CC�Iml�AJONS� YC%x01NP09TGxE� i0ixlEPyG1 ME 8 REINF. DEfNL SUB RE{MRFN� CORNERS nGl 90' xK (i?J- rv�o iiw�iaµv ur oct�idErvr R<SS 'B' [��..�] Pd 90'HK Q1PJ VAER9ECl10N �1 TVPICAL HORIL REINF. FOR CONCRETE FIXJ CORNER$ DETAIL r. v pLiCx MIh BUiILi � i/r c.e. ww. M< mk[�s 7 , „ ci Miouu �hii[ rre -.o'-o' vuri. xecess a�es sxow.�,� tiix.� � co unorv vm . ucA/rren-rm suvvuez � PEAMEIER OF COOLFAIfAEFIDt 81AB a�� REx� �. .� � unoe sire� �� rre - .a o" r.n vere a �� __- ____- ____ — — — — — * sue o-e' �a �.. �� =.a P� .. �.a no� P� PLU:.c RECF55 B' n5 SxOVn'. CO0.FR/FREFEFR SVPPLIER. �1TYPICN. COOLERFREFgR SLAB DETNL r ]-p5 EOUPLLY W EW/� ��. o0 oi o.c. � BOTfOM OF F0071NG TRFNSITION OEfNL I E RUMBING N 4YVIL OFIYANGS FWi LDG.10W I.N� S)E U PFxEW<IiOxi z o�n�i� s�ss aorvi01nci sreuixiowi�eucnem�f"n�R oirs�c�cnau�a' %.1 FWNDA710N PENETRA7IIXJ DETNL No. li.l O �f R a � Y� O � �� Z W i g � a� ��3 �: � I II I S-510 �o,��.. �a�= w.�EE� � u� w��,� A�R,�o 'r � -� � $" ixe. B<SEPUR �` o�� COWMNSRE ��j� � :xwoa` eo :s 'YLMXAA � A � :: BASEPLA7E OETAIL � r.�v n � � �,,.� n��>,.� �piPIRSDMEFFAEClEO � s� sw°Laurvs a. � . �/ � ------_ � / axrvec orvp.o �ss .ueE am aun /� / �pMeEa'�e.s�r.n� �lPCN �,1 STAIRATfACHMENT OETAIL �•.ra �17VP. JOIBT SEAT ON COLUMN FACE DEfAIL -ro BLOGI � r/ ARCH P mKRi nxGLF u�D COPE nROVxD J06L5 iF xECF55MY i0 SVii RnSXMG �� VV mJ i LL DIN�INA� PP�N¢ Jq5i5 c M L4NfR EµrvpS TMO FI� �CTPqrvEOUS � g R00� '. 5/B"B PU��I£ MENS BIe" PN�(OR Y�O RN SqtEV5018" A%) x�Te, t EN� LMS. 9M LMS. BE�FING LFN6MS / npE iuxWUU�5Ep ipBEMEMS x41LL M'� x00iixo uv� ...oi:ciueiar" r�awu�i:onnaz (OR/BIILL�% Ye lE%5£SR�iMPNG P%. COP�qrvcLL �EiA�i SCWEWS OIB' c/c MKK) 51EEL Ai55 TYPICAL MfL. 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