Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
10149440.pdf
xim, rm i 17 k1711 11 � '� �' ma ��' � �, i ec.j Q tZ >rVt A•X t t`� �T' �"�2or+r► t r�aN t o ►� �®2.� �r muST P r2e iesri- R 10 11aa wl -N MALL 3) eS i 5 rM® drgC a R U- 2;vs1gYt s j o12i5 AR ioA i o � : 8. ! fn�G ,vg�ec;ro r�•,2cdr Aceo(ule .411 -,".vsWE*F , pe Cl/��•�s �� u� CA -C r;2w, r�t1 4D,- 4-s . i 12�4veQ at,sl ,xf }ro �-T� 0,4 &AO-6 i-114a 77S' r12 i`r11� 121r1,�% 3 S t 5 30 =, +eT ttJ �412�'�4,S t4)4.0frt = y$ t-K-r (S) PellN moo / �' r/,rlmn�, �� SAPJ j 1,,4T i�!X °t --' 5ir�r✓v/r�/ / 5'44 f f�is ,cxa/Z r d ! avice�i,5 f'/2r ." /2rr✓ ,. �t ill.! f ! E+,ff' ,rr • ,, / -- ,�,n 7,44vi1 2/y r.✓ � , 9� �= xr s-, n s sh�11 -- 11�E. a �- `t' �c e% � � f2refJ/� r /!� prtfrvA-✓ d Tffe ,*A;c.e- �'rr2tcc«s 454,411 ,� e �r��f G�. f2r�l2r,� t �2rsm SE' t14T' !0� xi/iy "s'�r/per ' t (p �"} g 9�eR c+ S4iour 01V E/�%i2A3. 4 144VS &A I"."G: f"/G�b�Jy/�'1��f A- ,(JI�""'VjVf��/�� ��/ �A�i/✓t � ��P"�4�:i�%'.7 r //�/%vVV`. //ll11%?/."�✓%� Lp f C%e� G_ j / s ,.y / ,01146e (� Pjl ,r. ,,// I �' /tP��C �.,�-4 s;,�l�►u,J /4 O�/�'✓.d,4i 4�,�✓ ,iO.t� ,�. . vra�p ,5e!F_ Cfe, s`/4 look, -y�/�► Y e A-'04.VY�- ♦ ' r ri+ «. . ri r'♦ ROZLYNN ROMAN , LAMI 6RUBB MANAC7EMENT,. Ir a lLE AVENUE w ,. PA 1521b PHONE - i it • COMMERCE COURT INHITE `" LAKE, PHONEr ;r I♦ r 'u • u 15U5AN TURNER CORPORATION 11601 INIL5HIRE BOULEVARD FLOOR 10025 I I 'ii FAX • ►I .. LACE wII NORTH MAIN 5TREET s . . s • PHONE - FAX ' • Ii r4 IRA EP5TEIN III NORTH ,/ , PHONE-•sIi FAX '114-541-2643 5HAMBAHU KAYA5THA r ` • CIVIC CENTER PLAZA N ♦ . • r • PHONE-' III FAX . ♦ ' it R r I ,► MERCANTILE .f, 0ON5TRUCTION 5PRINKLERED?: `.._ j A AREA: . • ♦ AREA: a. •• 5F per TOTAL OCCUPANT LOAD I REGUIREP PROVIDED NOTE: NO CON57RUCTION 5HALL THE ON • -► NITH THE , APPLICABLE ♦ 1 I 2001 CALIFORNIA r Ir CATY I A ♦ A 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIAI 2001 CALIFORNIA ...sa. F . 2001 CALIFORNIA ACCE55151LITY I• CALIFORNIA • ID.. PREVAILIN& LOCALr .. .► CODE 05 COVER SHEET 4-29-05 151 SCHEDULES 4-29-05 DI DEMOLITION PLAN 4-29-05 Al CONSTRUCTION PLAN 4-29-05 A2 FIXTURE PLAN 4-29-05 A5 FLOOR COVERING PLAN 4-29-05 A4 REFLECTED CEILING PLAN 4-29-05 A5 INTERIOR ELEVATIONS 4-29-05 A& STOREFRONT PLAN, ELEVATION 4 DETAILS 4-29-05 A-1 STOREFRONT SECTIONS 4-29-05 AS FIXTURE DETAILS 4-29-05 A41 WALL SECTIONS 4 DETAILS 4-29-05 AIO FITTING ROOM DETAILS 4-29-05 561 516N AND 5165NP05T DETAILS 4-29-05 MO TITLE SHEET 4-29-05 MI HVAC PLAN 4-29-05 M2 PLUMS I NG PLAN 4-29-05 M5 SPECIFICATIONS 4-29-05 EO TITLE SHEET 4 DETAILS 4-29-05 El LIGHTING PLAN 4-29-05 E2 POWER PLAN 4-29-05 E5 SPECIFICATIONS 4-29-05 E4 TITLE 24 SHEETS 6-17-05 51 GENERAL NOTES, PLAN, SECTIONS 4 DETAILS 6-17-05 ARMUTECTURAL STRUCTURAL ACCEPTED Folt CONSTRUCTION SEPARATE IT ARE RSQUIRED FOR EI EOTRICAL, PL M 1 MECHANICAL PLANS This set of plans aid Specifications most be inept on the job at all tires and it is Unlawful to Made any changes or alterations ort sane without written PffmissiOn from the City of Santa Ana. . The acceptance Of thleoplan and specifications SHALL NOT he held to pSrlt nor e an approval of the violation of any provisions of t_', Ordinance or State WIN. 9 q j � 4 �v � h.� •aGl � Spa i. JUNK 3 2005 0l Ana object To The Following ApproValt f-411,anning Department VF-ite Departmen /---,7oflce Department D_ 0 Ccuintyof Orange iealth . _ Mot.- Call �` ECT € L ry "< DING P-001) ZONE F,,.o0DQNE 0ERTIF REQ'D YES zOFIL- YES 0 R0 *"'" , YES EV FEE YES 6-17-05 6-17-05 6-17-05' .. 6-17 05 6-17-05� 6-17-05 6-17-0S 6-17-05 6-17 O5: ,.... , .,,:.. 6-17-05 Architect i 0 A�� ORTLAi 1 -2a19 9-3 a W, j -44 e � 6-17-OS 6-17-05 CCOMAND MORCAN, ARCHITECT, AIA 6-17-05 6-17-05 r 6-17-05 Project Codz 6-17-05 TZ-: . BAN T A AoNIA z_.. T, MIN AW il I !uTrubb i_,.ami Grubb Mfagement Services, Inc. 100 East Swissvale Ave, Pittsburgh, PA Phone: 412.243.3430 • Fax: 412.371.15 'reject Aeropostale Westfield MainPlace Space #656 Santa Ana, CA '- r Title - COVERSHEET Date ; 4-29-05 Drawin Rev 6-17-05 LGA, Job # 05038 sei 19 9 I ADDITIONAL NOTES: 1. GLAZING ON STOREFRONT WINDOWS TO BE IN COMPLIANCE WITH CBC SECTION 2406. : EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION 2406.4 SHALL BE IDENTIFIED BY A PERMANENT LABEL THAT SPECIFIES THE LABELER, WEATHER THE MANUFACTURER OR INSTALLER, AND STATE THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED IN SUCH INSTALLATION. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED. REFER TO CBC SECTION 2406. Tenant improvements in the Main Place Mall shall show compliance with the following special provisions and CBC Section 404: a. Tenant improvements at 2800 North main, Main Place Mall, shall show compliance With "Code Analysis and Fire Protection and Life Safety Concept" prepared by Code Consultants Incorporated, Dated "Revised February 18, 1986, and February 22, 1990 (1991 Mall Expansion)." CBC Section 106.3 b. Security grilles and doors. Horizontal sliding or vertical security grilles or doors which are part of a required means of egress shall conform to the following (CBC Section 404.4.8): t (1) The must remain secured in the full open position during the period of occupancy by the general public. (2) Doors or grilles shall not be brought to the closed position when there are more than 10 persons occupying spaces served by a single exit or 50 persons occupying spaces served by more than one exit. (3) The doors or grilles shall be openable from within without the use of any special knowledge or effort when the space is occupied. (4) When two or more exits are required, not more than one half of the exits may be equipped with horizontal sliding or vertical rolling grilles or doors. c. Plastic panel and plastic signs. Within every story or level and from side wall to side wall or each tenant space or mall, plastic panels and plastic signs shall be limited as follows (CBC Section 404.3.7.): (1) Plastics other than foam plastics shall be approved plastic materials as defined in CBC Section 217. (2) Foam plastics shall have a maximum heat —release rate of 150 kilowatts when tested in accordance with approved recognized standards (see CBC Chapter 35, Part IV) and shall have the following physical characteristics: 2.1 A density not less than 20 pounds per cubic foot and; 2.2 A thickness not greater than 1/2 'inch. (3) They shall not exceed 20 percent of the wall area facing the mall; (4) They shall not exceed a height of 36 inches except that if the sign is vertical then the height shall not exceed 96 inches and the width shall not exceed 36 inches; and (5) They shall be located a minimum distance of 18 inches from adjacent tenants. NOTE: ! ' 1 5ANTA ANA POLICE DEPARTMENT REQUIREMENTS FOR MAINPLAGE OVERHEAD/ROLLING GRILLE 5EGURITr ORDINANCE REGUIREMENT5 A. VIBES ARE TO BE "ROUBLE TUBED" (NO MORE THAN 1/2 INCH APART) AND CONSTRUCTED OF 1/2 INCH STEEL OR BE STEEL REINFORCED TUBES HITHiN 40 INCHES OF ALL LOCKIN6 HARDWARE, PERFORATED SLATS CAN BE USED INSTEAD OF THE AFOREMENTIONED AS LONG AS THEY ARE CONSTRUCTED OF MINIMUM 20 6A. STEEL. B. LOCKING MECHANISM TO BE STEEL 5LIDE501-T5 BOTH SIDES OF DOOR. SLIDEBOLT5 TO EMBED A MINIMUM OF 1/2 INCH INTO THE RECEIViN6 GUIDE, C. CURTAIN 6RILLE5 ARE NOT TO BE UTILIZED. D. FIRE DEPARTMENT REQUIRED EMERGENCY RELEASE MUST BE LOCATED NO MORE THAN 40 INCHES FROM THE EXTERIOR 51DE OF THE 6RILLE. E. THE LOCKING MECHANISM'S INTERIOR THUMBTURN MUST BE SHIELDED BY AN INTERIOR HOOD TO PREVENT ITS MANIPULATION FROM THE EXTERIOR 51DE OF THE GRILLE. � r MARK MANUFACTURER TYPE/DOLOR NOTES P-1 Benjamin Moore #q04 - Hhite Blush Sales floor to underside of top 'c' channel P-2 Benjamin Moore #1534 - Rodeo above top 'c' channel top structure and deck above P-3 Benjamin Moore #14T6 - Squirrel Tail interior exterior trim -See note #12 All G-channel from owner's vendor is re -finished P-4 Sign Manufacturer -- Match PM5 Color #01 low lustre finish 6L-1 1/2" clear tempered -- Butt Joints with Polished edges EX-1 Existing Flooring -- Patch, repair and clean as required 5V-1 Mannington Assurance 11, 1304 5andrift Sheet Vinyl Bathroom Flooring y g PF-1 Metroflor #50111 Antiqued Burlington plank q" x 36" VGT-I Armstrong #51gll Classic White 12 x 12 tiles T-1 Crossville Ceramics V550-Forum Stone 12 x 12 tiles, 3 x 12 builnose, 4 3 x 12 - See note # II RBR-i Roppe 15 - Slate 4" high Cove base AT6-1 U56 - RADAR WHITE 2' x 4' the grid - See note # q beloN AT6-2 U56 - RADAR WHITE 2' x 2' the grid - See note # 10 beloN Z-1 Zolotone ZN-O0011P I-888-%5-2866 Distributer M-1 Pedimot - G/5 6roup #g303 Sandbar I-80O-233-84613 Distributer 5TO-1 sto E.I.F.S. #20824 Winter White AWN -I Sunbrelia awning #4601 Charcoal Tweed awning fabric Note: Finishes listed above are for reference. Not all finishes may be applied to this specific project. Verify with this construction set which finishes are applicable. I N I 5H NOT 5 1. ALL INTERIOR WALL AND GEILIN6 FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL BUiLOIN6 CODES. THE 6ENERAL CONTRACTOR SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DEN5ITY RATINGS FOR FIN15H MATERIALS TO THE BUILDIN6 DEPT. AS REQUIRED. 2. ALL INTERIOR WALL AND GEILIN6 FINISHES SHALL MEET THE FOLLONIN6 SPECIFICATIONS: MALL 51DE NALL5 4 GEILINC75 A. GLA55 'B' FLAME 26 TO 15 MAX. SPREAD INDEX B. SMOKE DEN5I1Y 500 MAX. RATING TENANT SIDE NALL5 4 GEILING5 A. GLA55 'C' FLAME 16 TO 200 MAX. SPREAD INDEX B. SMOKE DEN5ITY 450 MAX. RATIN6 3. HOOD USED IN THE SUBJECT PROJECT SHALL BE FIRE -RETARDANT TREATED IN ACCORDANCE HITH GBG SECTION 201. 1\\ 4, ALL N000 MILLWORK MUST BE 6LA55 'A' 5TAMPED OR FURNISH MANUFACTURER'S GERTIFIGATION. 5. ALL PAINTED SURFACES TO RECEIVE ONE (1) PRIME GOAT AND TNO (2) FIN15H COATS. 6. PAINT FIN15H TYPES AND LOCATIONS: E665HELL FiN15H - ALL INTERIOR 6YP. BD. NALL5 IN 5ALE5 AREA, FITTIN6 ROOMS AND STOCK ROOM. LON LUSTRE FIN15H - ALL INTERIOR HOOD SURFACES, DOORS, EXPOSED GEILIN6 INGLUDIN6 STEEL DEGKIN6, COLUMNS, BEAMS, JOISTS, PIPIN6, AND DUCTS, ALL 'G' CHANNEL TRIM 5EMi-6LO55 FIN15H - ALL INTERIOR 6YP, BD. NALL5 IN TOILET ROOMS 1. ALL DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT SURFACES, EXCEPT DOOR #2 AND iTS FRAME TO BE PAINTED P-3 - 5EMI-6LO55. 8. G.G. TO SUPPLY AND INSTALL 4" H16H COVE BASE IN STOCK ROOM. COLOR AS SELECTED IN SCHEDULE. q. ACOUSTICAL TILE GEILIN6 IN THE STOCK AREAS, NHERE APPLICABLE SHALL BE `U56RADAR 5ERIE5 #2310 OR EQUAL 2' X 4' TILE5 HITH A 5TRAI6HT EDGE. ONE HOUR RATED TILES REQUIRED HHERE NOTED AT EXIT CORRIDOR AREA. 10. ACOUSTICAL TILE GEILIN6 IN THE SALES AREA, NHERE APPLICABLE SHALL BE 'U56' RADAR 5ERIE5 #2120 OR EQUAL. 2' X 2' TILE5 HITH A TE6ULAR EDGE. IL CERAMIC TILE PROVIDED AND INSTALLED BY 6ENERAL CONTRACTOR. 6ROUT COLOR TO BE "CUSTOM BUILDIN6 PRODUCTS #352 BONE." EDGE PIECES TO BE 3 x 12 BULLN05E AND 3 x 12, 12. ALL G-CHANNEL FROM THE ONNER'5 VENDOR COMES PRE-FINI5HED COLOR P-3. IT DOES NOT NEED TO BE PAINTED ADDITIONALLY. 13. RE5TROOM SHEET VINYL FLOORIN6 TO BE A SEAMLESS APPLICATION AND HILL CONTINUE UP HALLS FOR A fi" H16H BASE. 6.G. TO SUPPLY AND INSTALL FLOORIN6 AND ADHESIVE. 6.6. 1 TO FOLLOH MANUFAGTURER`5 INSTALLATION REQUIREMENTS. HALLS H1THIN 2 FEET OF THE FRONT AND SIDES OF HATER CLOSETS SHALL BE SIMILARLY FINISHED HITH FRP PANELS TO A HE16HT OF 4 FEET. �. 14. ALL MATERIALS INSTALLED 514ALL BE A MINIMUM OF GLA55 II. 15. ALL MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MINIMUM OF GLA55 111. 169. MATERIALS NOT MEETING THE GLA55 MINIMUMS iN NOTE #15 4 NOTE #14, SHALL BE PROVIDED HITH A COATIN6 OF NOT LE55 THAN 1/28" THICK THAT 15 RATED FOR THE REQUIRED CLASSIFICATION. oR 6ONTAGT L15T. 6-G. to contact the following vendors (3) three weeks prior to turnover to conf irm vendor installation. Securit_gstem 5ensormotic Electronics Gorp. Buck Staley 550 3rd Avenue New York, NY i0022 1-bOO-241-6618 - of 15t menu, press 7 i5et o confirmation number Music 5ustem EG I Bob Greenf ie Id 6108-412-C1500 Phone 5_u5tem Spencer Technologies MoryAnn Gug l ie lmo 50b-5q5-g4gb x20461 NOTE: 6.G. to contact the mall operations monoger to verify any/all required controctor5 for this moll. i I DOOR TYPE SIZE RIAL TE[FRAME FIRE RATING NOTES DOOR I - 10'-O"Pq x ll'-6"h ALUM. - -- Overhead rolling grille 2 A 3'-O"xT-O" EXIST. H.M. H.M. * EXIST. paint door and frame semigloss P-3 rovide and install b G.G. 3 A 3'-O"x1'--O" EXIST. H.M. H.M. * EXIST, 4 A 5-O"xT-O" EXIST. H.M. H.M, EXIST. REVERSE 5HiN6 5 B 2-3"x4'-6" HD H.M. -- Provided by Aeropostale Installed bu 6.0. 6 B 31-011x4'.-6" WD H.M. _ Provided by Aeropostale Installed bui G.G. T B 2'-3"x4'-6° HO H.M. -- Provided by Aeropostale Installed bu 6.G. 8 B 21-311x4'-61" WD H.M. __ Provided by Aeropostale Installed bW G.G. q A 5-O"x71'-O" EXIST. H.M. H.M. Per Code * REVERSE 5NIN6 10 A 5-O"x1'-•0" H.M. H.M. Per Code rovide and install 6.G. 11 A 5-O"xT-O" EXIST. H.M. H.M. * EXIST. * G.G. to inspect, repair and or replace as required for proper Norking order. 6.C. to ensure existing doors have a fire rated door assembly. ** Open type by Metro Door. Manual operation, clear anodized finish. Provide ceiling access panels as required by manufacturer. *** Rolling grille shall be equipped with an emergency release device, usable by the handicapped, to provide emergency egress. It must be openable to a minimum of 6-8" and stay at that height. NOTE: EXIT DOORS SHALL BE OPENABLE FROM THE IN51DE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOHLED6E OR EFFORT. l 1 POOR/FRAME 'r• M QTypical NeN Frame POOR 14ARONARE 5GHEOULE ALL HARDWARE 15 "5GHLA6E" UNLE55 NOTED OTHERN5E Door # I: + (I)Eo. 'BEST' Mortise Cylinder IE14 - 1-112" 626 + (I)Eo. 'BEST Mortise Thumb Cylinder 626 Doors # 2, 4, 11: NO + (3)Ea. Butt Hinges, BB12-7q x 4-1/2"x4-1/2" U5320 + (1)Ea. Push Plate 54x(4"x2O")xU532D + (I)Eo. Pull Plate 5325AxU532D + (I)Ea. Door Glo5er 1460-HXAL + (I)Eo. Kickplote IO"x54"xU532D / + (i)Ea. Door Stop 520xU526D NOTE: Gontro6tor to ensure existing doors Shall be protected by o ga5keted, tight fitting, Self-cloSing Smoke and draft Control door o55embly with a rating of 20 minut 5. Door # 3: NOTE: If door is, exl5ting to remain, remove all hardware on corridor Side of door and cover with plates or plugs. Always, provide new Detex on existing doors. Aiway5 provide new Best -7 pin Gores for Detex on this door. + (I)Ea. Panic Alarm 230D + (i)Ea. 'BEST' Rim Gylinder5 iE�2xU526D for Detex + (I)Eci. Door Glo5er 1460-H AL + (I)Ea. Peep hole 10OB26D + (I)Ea. Door Buzzer LA201 + (I)Ea. Door Pull IOOxU526D + (I)Eci. Kickplote 8"x2" LWOD.xU532D + (I)Provide exterior tenant identification 519noge per iondlord5 Standards, NOT: If door is, to be new add the following: (3) Ea. Butt Hinges BB1cllx4-1/2"x4-1/2"x4-1/2"xU526DxNRP Doors # ci $ 10: + (3)Ea. Butt Hinges BBI21Gx4-I/2"x4-I/2"xU52D + (I)Eci. Privacy AL405-5AT 2-3/4" A5A 626 + (1)Ea. Door Glo5er 1461-H-AL Door # 5, 6, 1, b.. This, hardware provided by fixture contractor + (2)Eo. Hinges Radius Corner 3-1/2'0-1/2"xU526D (All Machine 5crew5) + I . ock5et AL&OPD-5AT 11-05 10-001 626 (Keuod Alike k� NOTE XI IIIIMMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS, SUCH FULL OR PUSH + • OF SLIDING OR DOORS. COMPEN5ATIN6 EXCEEDDEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. NHEN FIRE DOORS ARE REGUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLONA5LE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO 15 POUNDS, CBC5ECTIONit inches a ♦ / above, floor. Latching and locking doorsf are a • activated • • Nhich are in a path of r -1 Shall be operable • Single effort by lever -type hordNare, by panic. borS, push-loull activating bar5, or other hordNare de5iened to provide pos5age vqithout-a a ability• ga p the, opening hordNore. Locked exit doorE, Shalloperate • above. in .s .« direction. r-,BC Sectionit 4 C E5P N51 51 L I TY 5CHEOUL � � o O QK §K RPFU a v n- US Tszi Tmii � T� i 1 GENERAL BUILDIN6 PERMIT OTHER PERMITS, FEES, INSURANGE—___=__ GLEAN -UP I FINAL GLEANIN6 TRASH• r CONCRETE TEMPORARY BARRICADES i STOKE FRONT 1 r ■■m IIIIIIIIIIIIIII01100 STOREFRONT MISMIM131=3 NEUTRAL PIERS � LANDLORD BULKHEAD STOREFRONT 6LAZIN6 CHANNEL STOREFRONT MMMMM000 ENCL05URE _____-1MMMM13JM13 METAL 'C' CHANNELS SIMULATEDSTOREFRONT METAL BOLTS MUM 1013M FIRE RATED a•r i • M�'M�0� .■.�.� 6 btN17KA1 (,0Nh1M)( I10N DEMOLITION O O TRENGHiN6 OF EXI5TIN6 SLAB O O DEM15IN6 NALL 5TUD5 O DEM1505 HALL 61AB O CARPENTRY, ROU6H AND FIN15H O O 6NB, METAL STUDS, ETC. 1 16161 BLOCKiN6 AND FURRIN6 0101 STOCK AREA ACOU5TIG TiLE GEILIN6 0191 SALES AREA DRYHALL GEILIN6 4 APPLICABLE FRAMING O O 5ALE5 AREA 4 FITTIN6 ROOM MIRROR FRAMES O O MILLWORK PA6KA6E 5ALE5 AREA AND FiTTiNG ROOM MIRRORS AND MA5TIG5 O O DOORS 4 FRAME5 O i POOP, HARDNARE 00 FITTING ROOM DOORS AND HARDWARE O 1 101MILLHORK PAGKA6E FITTING ROOM PARTITIONS 1 O O MILLWORK PACKAGE PAINTING O O REDUCER STRIP ADHESIVES, ETC. O O VGT (STOCKROOM ONLY) O O SHEET VINYL FLOORIN6 ( RE5TROOM ONLY) O O TILE FLOORIN6 (EXI5TIN6 RE5TROOM) O VINYL BASE O O H000 BASE O O PLANK FLOORIN6 O O TILE FLOORIN6 O O FLOOR PREPARATION O O FLOOR PROTECTION 1 O • TOILET AGGE55ORIE5 O O PANELS @ GA5HNRAP O O MILLWORK PA6KA6E HIRE MESH AT NIN6 NALL5 O O MILLHORK PAGKA6E HIRE MESH AT FEATURE NALL O O MILLHORK PACKA6E HIRE MESH AT FITTIN6 ROOM DOORS O O MILLWORK PACKAGE INTERIOR 'C' GHANNEL5 O O MILLHORK PAGKA6E 51MULATED METAL BOLTS O O MILLHORK PAGKA6E FIRE EXTIN6UI5HER5 O O MECHANICAL - REFER TO MECHANICAL 5HEET5 FOR ADDITIONAL INFORMATION HVAG UNITS O ROOF NORK O HVAG UNIT CURB • HVAG DISTRIBUTION - DUGTHORK, DIFFUSERS, ETC,. O O AIR BALANCING 1 O O EXHAUST FAN 4 VENTIN6 O O RETURN AIR 6RILLE5 O O HVAG SERVICE CALLS 010 For I geor after turn -over including regular maintenance HVAG FILTER GHAN6E Ole For I year after turn -over including regular maintenance SMOKE DETECTION 010 HEAT DETECTION O O SMOKE EVACUATION SYSTEM O FIRE SPRINKLER 5HUT-OFF 001 SPRINKLER SYSTEM MODIFICATION ® O PLUMBIN6 FIXTURES (HC A60E551BLE) O • SEE MECHANICAL SHEET FOR MORE INFO NA ER 4 5EHER 5TUB/PIPIN6 O O I =•z�i �rr�� �••�+ar•�••�•sE err„a•���•�:av�m�r•�.r•���.1�•�:�ur�w�a ELECTRICAL SERVICE O ELECTRICAL PANELS O 00 NIRIN6, GIRGUITIN6, RECEPTACLES, 5HITCHE5, ETC. 00 EMER6ENGY LI6HTIN6 O O L16HT FIXTURE5 O O LAMPS 101 METER 50GKET O EXIT 516N5 101 TRANSFORMER 010 CONNECTION 4 HIRIN6 OF GA5HHRAP O • CONNECTION 4 NIRIN6 OF BAGKNRAP O O FiRE ALARM O O TELEPHONE SYSTEM O O SEE CONTACT INFO ON TH15 SHEET TELEPHONE, P.0.5. SYSTEM CONDUIT O O POS 5Y5TEM O O PANEL ALARM DEVICE AT REAR DOOR 0-9- DOOR BUZZER AT STOCKROOM O O DOOR BUZZER CONTACT AT STOCKROOM O O 5EN50RMATIC O O SEE CONTACT INFO ON THI5 SHEET SOUND SYSTEM O O SEE CONTACT INFO ON THI5 SHEET MAIN SION NHIP O O LEFT ARM OF 516N. 3'-0" EXTEN51ON BEYOND BRACKET FIXTURES PERIMETER FIXTURES O O GA5HHRAP 4 BAGKNRAP O O MILLWORK PA6KA6E CASH RE615TER5 4 EQUIPMENT O O FREE STANDING FIXTURE5 O O MERCHAND15E HALL/FIXTURE HARDWARE 401 1191 PERIMETER FIXTUREMALL 5Y5TEM HARDWARE 101 FITTIN6 ROOM AGGE55ORiE5 O *1 MILLWORK PAGKA6E FITTING ROOM BENCH O O MILLWORK PAGKA6E VISUAL FIXTURE/MANNEQUIN5, ETC. O O ALL NON-5ALE5 5HELViN6 O O MANA6ER'5 DESK, L16HT, 4 5HELViN6 101 O FEATURE WALL O O O MILLWORK PAGKA6E FEATURE NALL HARDWARE O O I O r- •.o _i c O N 6 � / LN AN {� 5119 E-01-05 F CAt-�� w Architect o d '—r Z CORTLAND MORGAN, ARCHITECT, AIA 6910 w Dam, Teas 75225 ()3b8-3687 Project Coordinators Lami Grubb Lami Grubb Management Services, Inc. E 100 East Swissvale Ave, Pittsburgh, PA 15218 CL Phone: 412.243.3430 • .Fax: 412.371,1586 Project stale 116 MainPlace LS_a_n1a o 6 An CA '= Title - SCHEDULES AND VENDOR LIST Date - 4-29-05 Drawing #I .� Rey/ T LA � 6-17-05 Q LGA Job # 05038 Q REMOVE EXISTING STORE I3 FIN15HE5 ON WALL f EXI5TING ITEMISING KALL TO REMAIN I 1 EXI5TING ELECTRICAL Et�UIPMENT TO REMAIN. EXISTING TOILET ROOM I El TO REMAIN. 14 I REMOVE E 15TING DOOR/FRA A55EMBLY COMPLETE IA5 SHOWN I CORRIDOR WALL TO REMAIN /1�► DEMOLITION I EXI5TING a NEUTRAL PIER TO REMAIN. Ii \ EXISTING MALL I EXISTING ITEMISING REMOVE EXISTING STORE BULKHEAD TO WALL TO REMAIN-1l3 FINISHES ON WALL REMAIN. II I REMOVE EXISTING I STOREFRONT TO MALL NEUTRAL PIER 12 I I � I I � I EXISTING GAB COLUMNS TO REMAIN, REMOVE ANY TENANT FIN15HE5, TYP. (4) REMOVE EXI5TING \ \ 1 ® \ -- wALL. I REMOVE EXISTING STOREFRONT TO EXI5TING FLOOR FINISHES ARE: MALL NEUTRAL FIER—/ SALES AREA - A000 !� \ I STOCK ROOM - VCT STROOM - CERAMIC TILE .r- I' II REMOVE EXISTING STORE I / 15 FIN15HE5 ON WALL iI II II I I REMOVE EXISTING AALLS. r II II Ii JI fi I I I REMOVE EXI5TING \\ — AALL5. \ -1 \\ \\ REMOVE EXI5TIN7 DOOR/FRAME A55EMBLY COMPLETE AS 5HOAN REMOVE EXI5TING WALLS. �\71 \\ \\ \\ EXISTING DEMISING HALL TO REMAIN r f DEMOLITION NOTE5: 1. The General Contractor shall be responsible for all demolition described on this drawing and any other demolition that may be directed, in writing by the architect, not specifically noted on these drawings. 2. The General Contractor shall provide all labor, materials, equipment, and services and perform all operations required for complete interior demolition, removals and related work as indicated and specified herein, and as may be reasonable implied as necessary to complete the work in all respects. 3. The General Contractor shall repair at their own expense any damage done to property of the owner, and any other person or persons on or of the premises as a result of the controctor's work defined herein. 4. 5aivage: remove, repair, clean and store removed items as may be directed for reuse by the architect and/or owner. 5. Refer to mechanical, electrical and/or plumbing drawings for any additional demolition notes. b. The General Contractor shall remove ail abandoned materials, devices, fixtures, pipes, conduits, wires, etc. from premises including the area of the ceiling plenum and connection points outside of the tenant space. Return the tenant space to base building conditions. 'T, The General Contractor shall remove existing partitions as shown - verify in field. 8. The General Contractor shall remove ail existing store fixtures. 41. The General Contractor shall remove existing cashwrap - verify in field. 10. The General Contractor shall remove the entire existing ceiling grid systems including light fixtures, diffusers, grilles, and related ceiling support structure unless noted otherwise. 11, The General Contractor shall remove all existing finished floor materials down to the existing concrete slab unless otherwise noted. 12. The General Contractor shall remove entire existing storefront including existing tenant bulkhead, signoge, display platforms and any related items to provide for new construction. 15. The General Contractor shall remove existing finishes from all existing interior walls to remain. 14. The General Contractor shall keep and update (to code), existing toilet room. 0 r-- a� 0 y7 A RC'�qj � AN AN 4 4 \l `0 0 RENEWAL ATE FA�� Project Coordinators Lanmi* rubb Lami Grubb Management Services, Inc. r= 100 East Swissvale Ave, Pittsburgh, PA 15218 Q Phone: 412.243.3430 • Fax: 412.371.1586 LSanta Project *staleMainPlace,, CA Title ® DEMOLITION Date ® 4-29-05 .Rev o 6-17-05 LGA Job # 1� 05038 D)(G) (EE) (N r MMISIN& PARTITIONr DRYKALI TO 5TP44TURE ABOVE. CONTRACTOR TO ENSURE THE EX15TIN6 A50VE AND FIRE5EAL TO MAINTAIN A ONE ' RATIN6. TH15 rE-5 ANY BEAMS AND/OR COLUMNS THAT MAY BE INCIDENT TO TH15 KALL, BUT NO ♦ r KTHIN THE KALL. THESE PROTRU51ON5 MUST AL50 BE ♦ D TO MAINTAIN A ♦ _ HOUR -CONTRACTOR► r AND O.C.PRIME AREAS TO BE PAINTED. SEE DETAIL I/Acl. ♦ STRUCTURE ABOVE.CONTRACTOR TO FURN15H AND INSTALL ONE I i DRYKALL BOTH :♦5/Aal. JQQILET ROOM PARTITION - lb 6AZE, 5 5/5" METAL STUD @ 12" O.C. ,. OOF ORYAALL ON MT SIDES, NON-MTERPROOF DRYAALL ON EXTERIOR. CONTRACTOR TO FINISH, TAPE, SPACKLE, r AND PRIME AREASPAINTED. r ♦' DRYKALL TO APPROX. &-0" A.F.F. CONTRACTOR TO ENSURE THE PARTITION �__ ♦ r .' i i DRYKALL ON x r ♦ - " •F DRYKALL ON -•- ♦R CONTRACTOR ♦ FINISH, TAPE, SPACKLE, SAND AND PRIME DETAILTO BE PAINTED. EXISTIN6 PLATFORM ABOVE TOILET ROOM TO REMAIN, SEE TOILETROOM FLUMBINIS,- ♦ 6AU6E, 6" METAL STUD iCHASE O.C.12"♦ i ♦ KATERPROOF DRYINALL ON )NET SIDES. CONTRACTOR TO FINISH, TAPE, SPACKLE, r AND PRIME AREAS TO BE f DETAIL 5/Acl. ANY PARTITION it 5HALL REGUIRE ;• . W-6 1/2° 50"-041 I //AO'i 41-0" 14 CLEAR ----7 A.. t i ��Qit 1 D _ G,C. OT WIDE \ Q 516NA6E MOUNTED AT 60" AFF THAT j MEWS '- _ DE5INATE5 THI5 � ENTRANGEIEXiT B AS, AN ACCESSIBLE ENTRANCE AS, o REQUIRED PER CODE, 6 A STOCK AREA EXIST. i--- -- --�- 641. TO PROVIDE — 516NA6E MOUNTED AT 60" AFF THAT DESINATES TH15 ENTRANCE/EXIT AS AN ACCE551BLE xx Di ENTRANCE AS 3 -� QUIRED PER COD;. WOMEN'S 0 01 - ALIGN FACE aat� . 1 1T EX15TI Ki EXIT ��� rr�rrlr�=� CORRIDOR - FEATURE♦ ♦ AND AT ♦' i ♦.. FEATURE AALL LOCATIONS, SEE ONE ♦ RATED ♦_` r♦_ PARTITION ♦ i METAL STUDS @ 16" O.C. TO STRUCTURE ABOVE BY 6.0. CONTRACTOR TO FURN15H AND INSTALL ONE LAYER OF 5/6" TYPEWDRYKALL E30TH 51DE5 TO STRUCTURE ABOVEAND FIRE5EAL CONTRACTOR TO AND PRIME AREAS TO BE PAINTED.DETAIL ONE ♦ - RATED EXIT CORRI20R -, - i METAL STUD5 AND DRYKALL To 5TRUCTURE ABOVE. CONTRACTOR TO ENSURETHERE 15 ONE OF TYPE DRYKALL Ei SIDES♦ STRUCTURE ABOVE r FIRE5EAL TOMAINTAIN AONE HOUR RATINS. CONTRACTOR TO FINISH, TAPE, SPArKLE, SAND AND PRIME AREAS TO BE PAINTED. DETAIL PARTITION NOTE: ALL METAL STUD PARTITIONS SHALL BE INSTALLED IN ACCORDANCE DA _ THE A ♦ air it RECOMMENDATIONS. ,,.A STOCK AREA 51-3" v 6.C. TO PROVIDE 516NAGE MOUNTED AT 60" AFF THAT DESINATES TH15 ENTRANCE/EXIT AS AN ACCESSIBLE ENTRANCE AS REQUIRED PER CODE. N � in nil G.C. TO PROVIDE 516NME MOUNTED AT 60" AFF THAT DESINATES THIS ENTRANCE/EXIT AS AN ACGE551BLE ;0(� ENTRANCE AS REQ'D PER CODE. 1 CONSTRUCTION PLAN � 1 Scale: 1 /4" = 1.r091 EA O 0) '1 t 33'-5 1/2" s \ \ t REFER TO ADDITIONAL \ NOTE 1/151. \ �\ 641. TO PROVIDE 516N4 TO READ: "TH15 DOOR T \ REMAIN UNLOCKED\ \ OF CA6H /\ WHENEVER THE BUILDING 15 \ \ \OCCUPIED" ON BACK 51DE \ Ns\\ STOREFRONT COLUMN. Post a legible sign at the Vo security grill closing \ \ controls stating "5ecurity �} \ grill/door shall remain \ \ \ secured in the full open �` \ position during the period f \0 ( 0 of occupancy N the general SALES, AREA public". yl \ i OA \ \\ \ \ \ G.G. TO PROVIDE 516NA6E MOUNTED AT 60" AFF THAT DESINATES THl5 \ \ / ENTRANCE/EXIT AS AN ACCESSIBLE ENTRANCE AS, REQUIRED PER CODE. r r A r- t 11 CON5TRUCTION 1. The Gioneral Contractor, herein after called "the 6.0.", shall field all dimensions and job conditions and shall report to the architect ang discrepancies and/or omissions Yqhlch r4ould Interfere Y41th the sotisfoatorg completionof the Yqork herein. 2. All Yqood, Yqood blocking, and/or pigr400d other than finished Yqood trim sholl rY fire retardanttreated. 5. Refer to finish schedule and notes on drayging 151 for additional info. 4. Edge of raised platform- see detail 2/A5. 5. See Sheet ` iI for informationon bathroom« and hardy4are. 6. Provide a permanent PVC tube to contain as-builts of the space. 14, SALES AREA 251 1 % NON -SALES AREA 1-78 25% TOTAL 50 1 100% "=3 O t r- �C 1 0 N 6� aQe R� J, Q , RTLAAN m 0 Ca19 _31 0 - kE EW L OF C Architect --- Z CORTLAND MORGAN, ARCHITEC% AIA :: z 6910 WoodUW Dive Tens 75225 3687 Q Project Coordinators L - a% m 1 Tubb )-atin vnum ivlanagernent aervlces, Inc. E 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412.243.3430 • Fax: 412.371.1586 cri Project Aeropostale o Westfield MainPlace O Space #656 Santa Ana, CA �= Title ® CONSTRUCTION PLAN �I F Date 4-29-05 Drawino, # Rev 6-17-05 A I Q I. GA. Job # 05038 z MDF PANELS 5/4" CLEATS - ATTACHED 'O'CHANNEL MIRROR BY G.C. 1/2" MDF TOP. PROVIDED BY VENDOR. METAL TRACK/CLEAT ON WALL. BY G.G. CRO55 V L 56" PROVIDED OUT tllkz� DOWN IN FIELD NEEDED E ' 0 4" 0 CHANNEL PROVIDED BY FIEL U AEROP05TALE VENDOR AIDTH MIRROR BY G.G. fl-AN IF OVER 30" WIDE, G.G. TO PROVIDE 3/4" MDF PANEL, NO FINISH 2 PILASTER DETAIL V_A2 Scale: I" = 1 I-01V 5/4" POPLAR CLEATS. SHIPPED L005E MDF PREPAINTED BY VENDOR P�4MW 4" C CHANNEL PROVIDED BY AEROP05TALE VENDOR MIRROR BY G.G. 4" r, CHANNEL PROVIDED BY AFROPOSTALE VENDOR EEI ( H PANEL fo� Scale: 1/4" V-011 OWN PRIOR TO FIXTURE INSTALLATION REFER TO THE FIXTURE HANDBOOK FOR INFORMATION ON ASSEMBLY OF THE FIXTURES. IF THE HANDBOOK 15 NOT AVAILABLE GALL JERRY SMITH AT AEROP05TALE FOR A REPLArEMENT. N� Scale: NO SCALIE (3) 2" hang rail brackets with hongroil � (5) 14" fareout5 (2) SHELVES 'C' CHANNEL METAL STRAPS C-CHANNEL AT TOP OR BASE AT BOTTOM PRE-FAB PANELS METAL 5TRAP5 ON HALL (4 FOR 5-4- FEATURE HALL) PRE-FAB MESH COVERED PANELS 4" 10000 5A5E - PROVIDED $ INSTALLED BY G.C. FAINTED P-3. END PANEL 15 FIELD CUT, PANEL PROVIDED BY VENDOR WITH CHANNEL TO COVER CUT EDGE ==3 FIXTURE NOTES: Door hook to fitting rooms- see elevation I/A& Mirror in fitting rooms- see elevation 2/A8 $5/A8 Puck In fitting rooms- see, elevation 4/AS 4 5/AS FRI - Register location I. Free standing floor fixtures shall be placed to allow a 44" wide min. egress aisle, continuous from front to back of sales area. 2. All required hardware for recessed standards v4oll locations supplied by Aeropostale Vendor and installed by General Contractor. 5. All perimeter fixture hardware and alternate perimeter fixture hardware supplied by Aeropostale Vendor and installed by General Contractor. 4. All free standing fixtures and hardware supplied by Aeropostale Vendor and installed by General Contractor. 5. General Contractor to install fitting room panels as supplied by Aeropostale millwork vendor. See sheet AIO. 6. New 24"D X 12'-O"L bockyqrop by Aeropostale millwork vendor - installed by General Contractor. -7. New 24"D X 16-01 cashyqrap by Aeropostale millwork vendor - installed N General Contractor. 5. The General Contractor shall assemble and install 5'-I"H pilasters at cashy4rop. Width determined in field. See detail 2/A2. 41. The General Contractor shall assemble $ Install feature wall pieces and parts supplied by Aeropostale, millwork vendor W "C" channel trim and recessed standards. See detail 3/A2 10. General Contractor to install Aeropostale vendor supplied safe to floor under Manager's Desk. Solt to floor with threaded rod drilled into the floor, and then provide a metal shield over the threaded rod and bolts. 11. General Contractor to install Aeropostale vendor supplied stork room shelving - Height of shelving is *7'-11". 12, All hardware provided is to be put on the perimeter units. Follow the elevation on detail 4/A1 13. Install perimeter fixtures by Ist taking the high point of the floor and setting the control line. 14. Mesh end panel- see detail 61A6. Provided N Aeropostale vendor and installed by G.C. Align top of panel with top of perimeter fixture. 15. Mite grid attached to coiling above. Provided by Aeropostale, installed by G.C. 5oe detail 5/A4. 16. Not used. 11. G.G. to provide, and install (2) surface mounted standards with (2) 12" deep x 36" wide white melamine shelves. 15. Not used. Icl. Install vendor provided staff lockers where shown. RECESSED T-STUD ON Ix5 BLOCKING, PROVIDED BY AEROP05TALE VENDOR, INSTALLED BY G.G. MESH COVERED PANELS. PROVIDED BY AEROP05TALE VENDOR. INSTALLED BY G.C. FASTEN MESH PANELS WITH ZINC TRIM SCREA5 SUPPLIED BY AEROPOSTALE VENDOR 8-10 50REYS15 PER PANEL, EVENLY SPACED. VERTICAL I x 3 FURRING 5TRIPAITH DADO. PROVIDED BY AEROP05TALF VENDOR. INSTALLED BY G.C. 4" AIDE 'C' CHANNEL PROVIDED BY AFRO, INSTALLED BY &.0. O METAL STRAPS > ITEMS PROVIDED BY AFRO: * PRE-FAB PANELS FOR FEATURE WALL, INCLUDINC, PRE -FINISHED MESH PANELS ACROSS JOINT5. * PRE-FAB MESH PANELS FOR FLAT WALLS * RECESSED STANDARDS ON TOP OF TOP STRAP BLOCKING FOR FLAT WALLS G CHANNEL LENGTHS 1�" ZINC TRIM 50REN5 BACKARAP, SEE PLAN FOR LOCATION BOTTOM OF BOTTOM STRAP r A R, C < LAN AN C '5i9 8 - 3 05 RE N E 'ill A L _bATE Architect s OF r, < 0 AA z CORTLAND MORGAN, ARCHITECT, AJA z 6M WOO&W Ddw Dagz% Tom 75nS (2%)368a6V .......... N 7--1 Project Coordinators m rubb J. allu kJ1UL3V Malluguinclu cervices, Inc. 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412.243.3430 • Fax: 412.371.1586 crm Project 'D Aeropostale ropoS WestfieldM i inP Westfield Ma nPlace CA Space 4656 SS-P,anta - Santa C Ana, CA T Title FIXTURE PLAN Ul Date 4-29-05 Drawing # Rev 6-17-05 Scale: 3/8" = 1 '-0" (EE H M FLOAT FLOOR MIN 1/5" PER FOOT AS REQUIRED FOR FLUSH MEETING WITH ADJACENT SURFACES NEW PLANK FLOORING. SET TOP TO BE FLUSH Y41TH ADJACENT SURFACES. EXISTING CONCRETE SLAB. PATCH DAMAGED AREAS. PREPARE AS IF THIS AA5 A VCT INSTALLATION 4 CENTERLINE OF GRILL CLOSURE SCHLUTER 50HIENE EDGE PROTECTING PROFILE WITH ANODIZED ALUMINUM /—FINISH ANCHORED TO CONC. FLOOR MALL TILE BY G.C. TRANSITION DETAIL V A3 ) Sca le: 1 1 /221 W-099 N-� 4 < (MALL TILE BY G.C. EXISTING CONCRETE SLAB, PATCH DAMAGED AREAS, —14 PREPARE AS IF TH15 NA5 A VOT INSTALLATION 4 .74 "---�SLEASE LINE CHLUTER 50HIENE EDGE PROTECTING 211 PROFILE NITH ANODIZED ALUMINUM FIN15H ANCHORED TO CONC. FLOOR 115" MAX VISIBLE VERT. DIM. MALL FLOORING < 4 < ILI, 11111111111]k EXISTING CONCRETE SLAB. PATCH DAMAGED AREAS. PREPARE AS IF TH15 WAS A VCT INSTALLATION BUTT JOINT AS TIGHT AS P0551BLE NEW SHEET VINYL FLOORING V I ) < 4 . I 1 44 BUTT JOINT AS TIGHT AS POSSIBLE VOT NEW VOT !1d FLOORING EXISTING CONCRETE SLAB, PATCH DAMAGED AREAS. PREPARE AS IF TH15 AA5---\ A VCT INSTALLATION 1% 5ALF-5/5TOOK ROOM DOOR NEW PLANK FLOORING. SEE F-f5fij PLAN FOR DIRECTION 3 N,\ TRANSITION DETAIL A3 J Scale:1 1/2" = 1 '-0" BUTT JOINT RE5TROOM DOOR AS TIGHT A5----,, P0551BLE NEW VOT VOT EXISTINGCERAMIC—\ FLOORING MI TILE FLOOR EXISTING CONCRETE SLAB. PATCH DAMAGED AREAS. PREPARE AS IF TH15 YiA5 A -VCT INSTALLATION TRANSITION DETAIL METROFLOR PLANK FLOORING dill X 561, TILE PH FLOORINS, Ra FA 1. SEE FIN15H 50HEDULE SHEET 151 FOR INFORMATION ON FINISHE-5. 2.5ALE5 FLOORN67 TO BE INSTALLED ON 45 DE6REE DIAWNAL. 5. RA15M PLATFORM TO HAVE FINISH T-1. 4. CENTER LINE OF STORE. 5. INSTALL FLOORIN& BEFORE FITTIN& ROOMS AND CA54MRAP ARE SET. 6. THE FLOORIN& MATERIAL PF-I 15 PROVIDED BY THE OANERS VENDOR ALON6 Y41TH THE REQUIRED ADHESIVE FOP, TH15 PRODUCT. FLOORIN(5 15 PROVIDED AND INSTALLED BY THE 6.0. 6. FLAf..E EXCESS FLOORIN& ABOVE THE BATHROOM. lq. ONE HOUR RATED EXIT CORRIDOR REQUIRED. EXPANSION JOINT COVERINCS, - AT LOCATION INHERE AN EXPAN51ON JOINT 15 THE FLOOR, 6.0. TO PROVIDE AN EXPANSION JOINT COVER. THE COVER 15 BE AS FOLLOAS: AS MANUFACTURED BY nAW, CONTACT JERRY MROZ - PHONE 1-800-255--q226. STYLE: FASTFLOOR, 51ZE THE COVER FOR THE APPROPRIATE JOINT INIDTH. THE PF-I FLOORINC7 15 USED IN THE CENTER OF THE UNIT COVER. ALL FLOOR EXPANSION JOINT LOCATIONS MUST HAVE THIS TYPE OF EXPANSION JOINT COVER. I py8tprnDimensions Jointpperflbg and Ha zonta I Moyement Exposed Floor Covering 11J.P."! "U.O.- "'U.W! Total Model "N' Thickness "T" ''Instaij." Minim m .Max irnU,M 1'kwetnihf NS-200-125 1112 118 7 1/2 2, 11/2 2 1/2 38 13 51: 38 64 25 F I JS-200.25 1112 1/2 2 11/2 21/2 1 38 - 6 13 51, 38, FJS-200.375 11/2 3/8 1/2 11, 211/2— 38 13,1 51 f .38 64 ,25- NoWJ,0.:minimum and maximum values are after thermal rnovemehtpdcurs 1/2" TEMPERED PLATE 6LA55 ,,. LEASE LINE 211 DRY GLAZE GASKET ANODIZED ALUMINUM /1—GLAZING RAIL BASE P-3 FINISH, PROVIDED BY AEROP05TALE VENDOR INSTALLED BY G.G. MALL FLOORING TO BOTTOM RAIL BASE GLAZING BASE SECURED TO SLAB Vq1 EXPAN51ON BOLTS AS REQUIRED BY MFR. RE5TROOM DOOR _NEW VCT M\/CT FLOORINGI a. TRANSITION DETAIL ScaleA 1/2"' = 1 "-0" TOM C 0 A < ,CUILAI AN O 5519 B-31-05 CSC RENEWAL DATE OF Ce Architect < 7 ......... .... CORTLAND MORCAK ARCHITECT, AIA 6910 WoodIallid Ddw DaNas, Texas 7=5 (214)368-3687 Project Coordinators Lae%mi* Grubb Lami Grubb Management Services, Inc. 100 East Swissvale Ave, Pittsburgh, PA 15218 n Phone: 412.243.3430 • Fax: 412.371.1586 Project Aeropostale Ln Westfield MainPlace Space #656 Santa Ana CA Title FLOOR COVERING *k PLAN tu Date 4-29-05 Drawing # i Rev 6-17-05 A.3 LGA Job # 05038 I-- 7 DD 6 EE H ( )\ \ ( (H)\ \ - I \ I - \ F, 5 1 \ I \ T'Y'f - - - - - i - - - - - - D I . . . . . . . . . . �. I , - - � . - -- - - . ......, I � - - - - - x . . . . . . . J,- "..'.... . . . , -, � - - �;. 1-7-- - - - ---, -., -,. .., - - - - I - � , � 7:7.7t.,77.- , -;77777 7 -14 - -�_---��---- ........ -.,�� ,-.,-.,-.-.----. ---, --- - I- - - ,.� . / - - 1-�4-*---*�'- . I I . . / . . . ,,--. . . . . . i7. //1 , . . . . . - , , �- , , * ., 777,777 7 . . . . � . . . ....... 4-, * -- * .: , * . , * * * * I , - -, - * -* - - - . - - , 'j-.`:.�.��. N I . . //1I . .. . . . I .*.*.*.,. - - �! I I ',*. ... . . . I . . . V! , / * * - . \., .. . ..� - .. * . . ..�.....,...-%;!,*.*.*. . . I * . . . * . . . * . . � *. I . I � . '. - . '. I . � . . . . . . . . , . . . . . . . . . . . . �� - - . - * � . * * " . . . I . . . . . . . , I * - - - , - - , - .i- * - , . . . . . . . . . ,, - I . - . - I - . 57 . - -, . . . - � �� . , � . . I kt-iA - - . . . . * . . . . . . . . . . . . . . . . � . * * * .. . . . . � - . , * .... ... , .. .. .... ..'..... .. *-*"' *- :4 ,'.'.*.*.* " . - - - . - . I . . . . . . . , . . . . . . I . . . . , . . . . . . . . . . . � - - - - - - - - - I - I - - - - - I - - - - .,...-.-,., . � . - - - - - - . , � . . . . . . I , I .. . . . . . . . ,,� . . , . , , . . . . . . . . . *��fl - . .. , * * * , , * * * , , * , , , , , * , * , * , / - . I . . , . * . - . , I . - * - , . * . I . * . I I * . . I . . . . . .I. , . . . . . I �. . . . � . . . . I I . . I . . . - - - - . . � . . . , i----"% . . . . . . . ... /Z - , - , - * - * - * - , - * - , - * I * * '.; .* * I . . .. . - . - , . * - - - - �'. - - . I � . - . - , - . - . . . . .�.� . . . . . . � . . . . � . . . . - - /I I . . . . . I . . . . . . . . . . . I � . . . . . I - - - . . - . . . . . . . . , " . . . . . . / , . / * - * - * I * - , - * - * - I - '. I 1. - 1. . . . . I I , . , . . . . , . . . . .� . . . * , * . * . * "L . - . - , * * . . , I . . . , .,�w I I * . " . * . , . .'.� . . . . . . . . . . . . . -, * - - - - - - - - - - - - - x 7 . . . � - x r, . . ; . , ,.- * , * . " . . .� , , . , * * , . . . ... . . / - , . * . * 1, . , . . . . . . . .. . . . . . . * . . . . . . . . . . . . . . . . * . - . - I - I . . � � . . . , . . . . � - -. - .. * * * . . . . . . . . - I - - - , . , .; . � . * * * , - I -.- . --- ., ,. . . . I . - . . . . .... , . . � . . . . . . . . . . . . . . . � * . . . � � � � , * - - , - , , , // . * . ---- ,�- , - � --- --,; . . --- - . I 11. -- .--', -- - . -�7,71 , " . * . , . �� . . . . . . . . . - - , * . _ - - - , I , - , - - , , - * -� -� I --- -- . , . - . -- . . -��.-,-.-. . . .-�--. . . � . . . . . . . . - 7 -. , �'. - *. .�,q - - - - - -'...... , . , ,.., '.....,................ 1�!. � , � . . . X , , * .*..*..* * * -, - . . - / -.- �--.- -I.- -- - ur�z��- . , . . . . . . . . . . . . . . . . . ..... . 1, . . . . . . I . . . . . , : "' * - .. . . . . . I // o - - - -- - , - - . .,--- -�----. . . . -- -t'-1 --�--'--,� -,-- - � . �4 . . . � , . . . . . . . . . . J. * .'. � ` . , �� -. - X..., - . . . .'. .. -- .1 - . . . - ,-,--;---- , . - , * - - - w, -* . --!,-*-* . ---*--1-- I - *1 - . ,,I,.- . � ., . *-. *, - �/ - ..... . * . , . * , , . . . . . . . . . ... .. .... .. , ------ 1. . . . . -�o . * -1 �-. * -1 - . --, --- -. ,- .- . z ... . -....... . . . . . I . . . . . * I I . * . * , , . . . . . 1.*.*.1.'.*-'-' '*' - - - 14 � - - - - .. ...... , - * .,. - - . . . . . . . . . .... --_ - . . . � . . . . . . . . . . . . * , * 1* -, - - .... . . . . . . . ,-. I .--?-. , - . - , �/ / . - k, .',.,'/ . . , , . . . . . . . . ... 3-1- - - N. -. - -. - -,.- -9'. - * - , - *.* * , .,.*.,.*.,.* . ...'....... .... . . . . . . . � - �, ,� --- -, -- -.- � � . . � . . . . . . ..... ..... -- - 1''. �. . . . . . . . . I . . . . . . . . . . � . . , -.- . .-...-. . . . . . . . . . . . . . . . . . . -; . - -� I-, _-- ..--.-. -0- --�, �-. - --.- --, . . �- !:.. . . , . - .......-.... - . . . . . . . .......... / . . . . . . . . . * , . I . I . . * - , *-*.-*.-* "-' *.� * ',�'. :,t, * . . . * . . . . . . . .. .. . , . I . . . . . . . 1: * * * . . . . . . --... ... * * * * * , . * I ..\ . . * . . . . . . . . . . . I . .. .. . . . . . . . . . . . . . - . . . . . . . . , * , * * * * , . . . . , * , * * , * * , * * * . . . . , . , . , * * * . ............� . . . . ... ....- I . I . . - . . . . . . . � . . ..,.. . -, -*-'-'-* . . . . . . .. . I .. . . . . . . . .4r, . . . . * * , , . . . . =. .... . I . . . . . � . * * , . � . . . . . . . . . . . . . . I . ... �/ . . . . * ... . . . . . . . . . �-.-- - ..�......'�,.,.*.*..-(? . . . . . . . ... . . . I I . .. . . . . //1 . . . . . . . . , * * . . . . . . . .... - -, ----- - ....-.... .. . . . . . . . . . . . . * * *EA41-1' 0A.R*M -K- 1;01 *.* � .......... '-'.-* .............. .......... - � - , * * , * * * J5.51;�O ..' .,. -. . I .*.'.*-*-'.-..-,-.-. .. .. - . - . - . - . ... ------'-'-*.-.-.-.- �...'."....*.� ............ * I . x -..-..-..-.,-..-..-..-..\ ...... . =R*� rO4. * -L-ffW-;* * * , * * , * * .I........ .. . / 7 &-.,.m /. *****"** "L / *. ** ` **-'.'*. *.'*-'- , // '*'** " **'* ** *'** �/ , * , , * , .�. , . � . I . I. * , * , . . -.... -.1 - .- .- .. --. - -- - -- - I ........ * * I-AC,14' , , * * , * , //I ....... ... . I . .-.-.-.-.-.-1----------�--- - .. �. .. .. 1. .. .. .. . *. *.,...... . ........ . . . . / ...... I *. *. . . . . . . . . , , // .-.''-u ... * '.'-'�*-.-.-.-. . . . *. ..... - . - . - .. - ...........'. * � *X. . *. , I .... .. .. *. .. *. -.'. T. .. *, .. I ... - .......... . . . � . - * ..... � * - '*q," 7-,YP-.*. - * --] . I U, Jr J. .. *. * � J.'. - ..d. . . , .�. . ... ., ............... *.,.,. *. *.,.,. X .. ....... *.,.......... �....,. . . . . . . .. .. . � ........... 1. �....., . . . . . . . " . I . � ............. .. .. I -'- - - - ... -'-.-.-.-.-.-.� - - - - - .... . -............. , 61 . I ...... ... lu ............. I . . r.ffr -,'. .. *. ...... . . '........'..... -* *- - - .. -.-,-.-�-.-. . . . Z . . !9- . , :.:; *.. - *1 -, . . , � . I - - . . . , . . . . . . . . . . . . . . . - . - . - ��4 - I - I - " - - .' ' ' ' ' - - . - I .. - - - .. - ;r - - . *. * * . , ., *T-L:M1jn * - -R *TRACK �M6TH. ls*!�--' * % 5 �/, .. I ..... *.S-.*.-.*.- I - .. , *a I *. '. *. . - - .'- - - .�. . . . . . . .,.,................ - - I . . . ...... .............................. , , * *.,. *. . �..,. �. EM .. ......... I .......... - * _ � . .... * ' * . � � .... � ... ._,_� ... . // .... , . * * * .... .... . �� . .... . . . � C, -- 1, 1�- � , . " -.'�. *�. - ...... . ..... . . .. ..'. *. . ... ... . - * I * * , ...... I . . /// �'.......,..., . .* . ; . * * - * -, *, , - . . . . . -,�� -. t-� .;.*-;.'.-V .'.-.' ' -' 4fn� - I ',X�. * . . .. '. C> .. I .. I -� *. .. I .. *. * , * . . . . . ... . . . .. ... .. .. - I - * -e-lb ....... . .. . - , , . . . ,\. I . . . . . . . . * .: * * * * - � � - , . . . . . . . ,�- * * * -, - * * * '' i, - .-..-.--..-.--. * * , * * . . . . * * . . . - ,,1 , -r-�, . , 2.� 1 . . , a- , * * -" , . �;' �/ - - - - . . . . 110,-_1 t - fle!tz- ! ,. .1 . . . . *.'. *A:i� ,;., " ; '. - - ,- ..a. -. - .. - � - I / -, - *-, -- �. . 2-4.Q.-Ittf. . , . , . 'I . WA f`94PI.T. �.. - -* . '' , . . - - .. .. ... . I I , * , -. - -1 - .... .f,-.-.-.-.-�. I - I . . . . /// . . . . . . - - . � . . . - -- - - . - I � - V - - .. _-S . .. . � .*-.,.. 0 - - . . .; . . - I;'. * . . ., . , � � - �/, / ... - - , * . C;�- - � . . . I . . ..,,�c. I ... 0� // / , � * ... ... * . ..... -.��-.* - � * * ZZ //1 - �, / . . .... I * ..... F� ... - . ''.*.-M' , , " ' . . . . . ... . , ---\- ''. , , *. - . . . -.-.,.x .11 . .� 7 � I ..M-.-,F -��- - ... .. . . . ..... 'i * *' * I -.M *. -,.* **-.,.-7.**.**., ,.,*q..-.-.--.-"-'* � - . . -. . z . . - . --,, . ., . . 4. . . . Sw -, -, -*�* - *� I . . I 11 . k 12 - . r * . , . . * . . * . . , . . * . . , * 1;��z , -.� 'M1-i-*=-* � I . . . - ....... -* -, -* * . 17 - F'. �-- , * . I . .. * * " *' ** *"* ** ** I -;-, -IzA-:��-L.ua, � 1- I � -: 1. . . - - "-'.--- --. - � .- -�.,- -- - - - ....... -1 - . . * ........ �. . . .......1m. - - - - - -, - .R. I " - - . �W�` - - - - - - - - -A- I'M','-* '' " " *. -A -M--------- -'-*-* * . . . I I * -, - .. - . , .,.... . - - - - -� - - . .. .. - � - . . I - I . ... *.1.*.1.*.*.*-*. . -� A � . . . ... - / .............. ....... �.,... . I I � * , - , * '* ; - * * , * , , . >q;-� * * � - - I ... 4 ew * . . . �// ......'.. I.. � ----I . �,., �......,...........,..... *'"*'* , I - " . . .". - *1 - I - . - * - - -.;m -. *. .. " .. *. .. *. .. *.'. *. - C-1 ) -1-S ............. ,...... ........ � , . I , , - , * - * X . .. -. .. - I . ... � .... � -- * ... .... ....... ..... ...... .. .... . � .... ..... I - - -.-.,.�. . .. . . .. .. .. .. , �1. . ,..,....... . . . ,� � ........ ...... �*-,-, .. ''..... . . . . . . . . , , , . . . ...... I - *. -'. -"-'.-' * . . . . . . . ......... , ... �7�*.'.'.*..�*.-.-. . -...-.-.-.- . . , I . . . . . I , . - I - I - . ... - . . ... , . '....- / - - - . - . - - I - 1Q...... , . * . * . * . . ., . . . . . . . . . . . . * ........... .,.*.,... - . '. . '. . . . . .....* * * * ..... , . ` . ` . -,..*-. . '... . . ......�. , . . . . . . . . . ..\.. -....'�.........� ........ . . .. z �*.. . . . . . . � .1 �/ .. -- --. '..''..... * . - ... . . . . . . . .......'... , - .. . . 1. . . ,'�*�*. . ....... �*-'-'-' ... ......... . . I --*�- ..... I . .... \*-'-*-'-'.-'.-*.-.-. . . I I . *,,.*.�.- . � ........ .. . ...... . .. . ........ - - I/ * - --- - . ....... *.,.*,*.,.* . ........ . . * .. � ... . . . . D.,..*. . , . .* . . - '. - . . * ... .. . . . I . ... --- --�* --�' 1 .*.*.`* .. - .'. - . _ . , . . . ... ...... ', -� � ....... � ..... .. ".*. 11 .. .. � t*. . *. - ... . A ...... .-.*.--.*.-. . . 14r'. *� *, -'. *'. * '. ..�.... ... . . . . . , . - . . .... .. ................ ...... 0.-..'.-..*...*.-.*....*.-.*...*..- .. . �-,----- - 7............4-1 - - - - t.-.-.-.,--.*-.*-.'-.*\-**-. , .... *. -'. * *. -'. -'. - *. -:. -. - * .. ....... . . . N. . - . '" I �* .'..*. *..'*..!�'. . . . ...2'. ............, *. ...... � . . . .- -1�1- L . I .. ..... � .... I ...... . - .V,. ... A � �. � ..... ........ . ..,.. . '.. I , . . . I ............. ...... - . .............. . . I .......... . � . . ... , * . . . I - I ! �--* -1 I , - � - '--.-;'- -L-'. - -- * . .. . . . . . . . , � . * , , * *"'** * * . . I . =Ij /...-. ----'-*Qf-'-' , , * * , * , , . . . ................'.... k;% ** . . , ' ", -,-- -L � -- , �-, -. ,-,-, . �-- * . 1- I- , , - .�'. . ........**.* '*--*-,-, .. 1� ... - ..... I - , , * , , * *-**, "' * * , , . , * , '.*-'. I -*-*-'-'1 . , . - '. -, , - *. �.: -'. .'. - - . . . . ,* . ...... . . .-I-. - - - - N - . . ........ .. .. --`--,-\-.*-*-, . * . . . . ......... . . .*. -,.* X - - ..... I .... .. * , ". - - * --,-*- ... � . . � - . ... ,*.-*. . . . .." X ..... ... .... ... . ...... .... 1. . � ...... � ... ... . . . . . . . . ... * . , . * . * . , . , , .1-��, �- �11'.. *. - I I " -'. .1 -, * - *. ... , * ........ . . . - I ... .... . Ili . .-�-:-*--,--1d, * , * * ,.**.**-*,�."-.*'.*'.*,.*.*:*,�'.'.'.'�*.'.'. .., -, -, ..*. . . ''....... . ..... , I . ................. . . . .,. . -.--..-.-,.-..--.-*.�'. * .... . . �,d � . . -� ... I - . .......'., * , �/ * , , * * * . . . . . . . . . . . .. .. .. .. .. .... . . . - . . . * * * , , ,.*..,., , *.� . , * * * � - -N - *. -,.:,. -, *. ..'.. -- *. ..'. .. *, I *. ..'. I " - *. . - . . - . . - . . -...,.-.-.-. -, * , . . . . �--. . . - . �-*. , - , - (S''. -. * .. *. .. .. -. .. -. .. ... . (5 ets--'. - * -, * * * * , *.. *.. *..,..".,.. . - - - - - *.`,'. ,.,. *.,.,. **,.,* *. "." *., * " **. ` " ` *."*.*�,.*.**.".*,.*,.**.*.*.", - . . , . ..,......,..�.......,.�....*..'.-.-*.- -�-*.�*......'',�..-'.�*,-'.-,...:.",-.,�--�.*�-*.�*-*.'.*.',**, ... - - ..... - - . . ........... . . . . . - .;-- - -, .... -'-"- - . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . * ...... .... � , . ...'..'......'. -:-��-F-* N ..... * ...... . � ....... * . . .. I .... . ... J r - - - ...... . � ... � . I......... ..... ****** * .,., .... ... \..,.,.* * * * * * ..... 1: / ..... �c .* -*...,. ... .. -..........*.�-... ..............,..� ............. . - -, . ..... ................. . .�.-.-.�.-.-�-.-... - - - - -.-.�.- ... - * * - * ....... * -( - ...-.-* . .. .... - - -.- -.-.-. - - - -.-,,-.,.-.. - - � - - ..-.-.. -.-.-..� .... xT-*.-.-.-.,VF-*-.*.-,.-, *.:.,..-.-.....iE.*.-'-''*-"*'*'*'*'**'* - * * -- - - - - -.-.'.-.'.*-'-'-'.,'.-.-.-.-*-.-.-.-......- - - -....'.. .-*.*.4-0�*0A~...*.*.*. .! . .......... . . . .�l .... ... -11. - ........ I . . I ..... .... .. / ...... ff*-'....*.,.. _ _ .*1*.-*.-*.-*.-:-,.-*.-*�-*-*-* .***,**.,.*.,-* .*.*.* -.-.�.-.-.-.-.--.1 *.-*.�*. *1 * *- , r ......... * - * -, -, -so '*'* *' *''.'. * *., 1'. *. *. - * * - * - * - * * *.,.,. ". * ..... . � .... J... .... � ....... .. ...... � .... *-*- -'-*-' *." 6 -** * ...... .. * * ........ 1. � ......... - .-.-. - - ... .'.... .... -& -, * �,.-.-.4'Ji:��"-'.'.'.'A.'.-.*4';- 4--.-,.,;-.- -.'.-�'-.'.'.'�-.*�. � . .-%- --�, .X-..--.-*.-,.- . .. *. -.'. .. *1 - . . . . I: I x * * , * * * * . , . . . . . . . � 1.*.1.1.*.* . . . . . . . ... , - *. - *. - *. I I - *� I * - , � .,� . ....... * - * . . - -------- - ---- / , - - - - - - -.-.'-' *-*- -*-* * * -* . . . . . . ... . . . . . * . . . . . . ..... . - - * * . . . . . � . � . . .Z� *. . . . - *. -'. .1 - *. - * - *. ...-..... I . ............'..'... . . . . . . ... .........'.. / . .. *.'. ..'.4 -.'- - - - - -w-.I-�'. .�--- .. . .1, . . . . I - -,-.-.-.-.-.-.-. . ... ... .. . . - - .. . , -1 . . ., 1. ... ...... ... -,. 1-*-, I..*..*..*..*..'.-*.. - *. .. *. -.'. -.'. -.'. .. *. .. *. *. * , . .,... . . . .�'.. * . . . - . - .11- . . . . . I I ... . . . . . . . . . . . � . .......... - I . . . . . . . . . . . . . .;,. �., '.-*,-*.-*.-*.-*.-'.-.--------1 I... .. .... .. ,1.,. '.-7,�'.-.*1�1 , * * , I . .*- , . . � . .. ...... . ... . .. ...... . - / . . � . � . . �... . . ... , . . b. 1. 1. 1. I . . . . . * * , - , * ........ . . . . . . . . . I '.... . *.,. . . . . . . *` * . * . * , * * * , * . ..� . . . . . . I -.. .... ... -.. .. -. . . .. . . . . .. . . . I . I e[= .t-.�-�-:-,r*.*.*.,.,.'- � . . . . . . . * - - - � . . . I , * , * . . . * , * , * * , , , , ....... - ...... ...I.I.- . . . . * * .... . . ... * , , . . . . . . . .. . . . . I . . �. �..� . . . . . . I - . ... .-.-.-�-.\� . . I . I . . . . . . . . . . . . . . . � - � - - - .* *:* . . . . .. . . . .�..... . . . . . , * . , * ' ' *4 '-*------' ' . - ..............'...'... . . I . . . I . . . I 1.-.-'-,*..1..*....,.,� . . . I .. * . . . . . . . . .. . . . . ... .... . . .., * . . . . I � . - ------, ` "a - * ------ -' * . . . . . .....'.. . . . . . . � . . . . � J: ... . . . . . . . .. * * . . I . .,.,.*.*.,-........� - , , ... .I.*- - -7 - -' � � - - - . . * * . . . . . . . . * * * , ..,.... . V * 1, - * - , " -, * -rr , . , . . * * .-...... * * �"�( �.... ... * , * *.-'.-*.-*.-*.-*.-*.-*. '. I . .r .... I ......... * , - 61-0- -.' .., . - I *- 1".. *.. *. -'� - " ei,!�Q� -.' .., .. .. . . . . . . . .'. -. *. -. *. -.'.'. *. �. * -, - . - *. - *. - *, - *. ". - / ,A*.'' -IF-- -'.-'.�.*.-.'.-'�.*. . . ..... ...... ''...'.. �. ... . , I . ...... . , -, - .1-1- . . �\11*.-.::,.-.*.-.*. * * * * , , * *"**,. , , , , '-'-*..*.,.*.,. .. I . . - I ...... ..... ... . . , - I . X I...*.'.. * ., . - - - � .... fI;-q .......... . .1?�. , ... * - * , * * , * * ..... . I . . - . . . .:, . ... ,-,*�-.j'��-..-.-.-.-.-.-.- . .1. t - .- \X'� -` �` . , . -, . - *. -'. - . I - I - . '. - . I I . * ... -........... --,-*.*.*, -^-*,*-'-'- - - � - .... - b'-- *6i -� -- . �- . .... . . - . . - . . - . . . - . - . * . - . * . - .. * . - .... . -, . - * * * , , '''',-- .. . . , . * *. �'. .1 , . , . ... ..�...*.*1*. . ........., - -*.* - E �'� -- . .*,*.* " - - . ............ � --� ... . . . ... . . . . � . � ..... . . *. ,.,.,. . . . . ... * * * * * * * , ai., ... ..... . � ... , * '�a' - I *-*-,-*-' .......... .. .. I . . . * .............. *. . * * * , *. *. I .9 . .-', .-*.-'.-'.-'.-'- .*"*'"* . N - *. - *. -'. - *. -, -'. -.'. �. *- .. * -.'� .. * .. -%. .: -, � . .... ... * ..................... * * ..... ---- - - --- ....... ....- ...-l-,". lv� �. , .,.*.,.,.,-,I -1 ............. - - - -.-..-.-.-.- * - , .\. .,. .�. - '*****'"** ... * * , * , * , * * * ,-'-'-* ...... �- - ... � . . ...... . . .. . .-.*..� ...... . . . .. . ....., , .. * .. , ....... . . . . . , .. . . * . .--\-..,-*.,.-*.-,. * . . . . . , . .".'..... . . . , . .... ........ I . I * .........�.......... * - * , - * .. ... ... .. I ... ... .. -.,. -. . ... -... .. . . � ............. - * - -;�--- -� - , . . .''... . . .. . . . �... .. . I ... ... , . . . ..'... . - .... . . .... . , ... ...... . ..,.... , .. . . . . . . . . , , ' '-�.-�- . . . ....-..-*-,-*-*.-.-.-.- . . . , . .. . ., . ... .,.. . , , * . . '.......... ....... **-***- -*-*-. . . * . I . . . I . � I . . ...... . . �..-.-.-----**- - *. *.,. . ...., . . . ... . *. *. *. . � .... -7 / � . . . ...... . . , . � . -.*-. -.--A--.`�`.-*-- ""'*"*''**'""* ... "' *, � I .***.,. I . . , . - . . / , . -1-- -1-1 .,--. 1. . . ... ........... ..... ... � ... � . .. ...... I ... .. . . � ...... .. .. I ...............� I ....... .. . , .*.*.*.,. :1.-.' *.#'.#M:---. . .: . - .. . -*.-,.-.- . � - . ... . - .. � . . . . I,. �..... . . .. � ... ****4*#**. *. I . ...... *. . .... . . A-.--,-,-.- , *-��-�-:; ". � *. . I . . * . . * . . - . - . . - . . - . , . . . *-.'�.*-.,*.**.*-**1 ........ * - -Co*�-*.-* .... * -,'-.*-*..:-.' * * . *'. , *� -:- - - - , - * -'. -'. -, ..... . .. . ... . .. ...,., . . I , , I I , . . . . .:.:. R P *. *, �. -.------------ [f�Z......,....*.,.*..,*..*..-..-.-:.:.*..*I '. '. '. . '. . '. 1":'1.*-*M-*- I * . . . - . * . . . . . . . * '- - .. -.-.-.-. . .... - - - - - .. -,..... * . , , ... X. -. -. 1. I * Sk .... . , , * * , * , , * * , * , * . , . . . . . .. .. -, �: -.1 .. *. .. .:k13z.*.*.*.*-� :.-. . ,.'�,tjjCz*.*.'% :.: ..., , .. I . . I ..,.....� � / , . .: .*,*.*.*�.*� . ............ .-.-.-1�*-- - - -.-.-.-.,.,.-.-,-.-.\...*......- � .-.*.*.*-*.--'-*- ....-..............'. . . . , . . . . - I - :.:..*. . . . . . . . . . � %V. . , . . . . --.- . . ............ . - � - J1.*- - - , , , .W. *.. . . . . . I .. . . . . , , . . � . , . . . L . . . . . . . ... . . . . . . � . . - . . , . . . . I . t�.-. . * . , . . . . . - . . . . . . . � . . . . . . . . ..:. . : . I I . . . . I . .. .. ..*...*..."..*.�... . ..... * * , * . .� . . . . . . . . . . . . � .... . . * I I * * * , . . . . . � -I I --I- ----- , * � � . . . . . . . . . . I . . . . . . . . I . . . . � ..... . . . . . - * \ * - I . ....... ..... � ... *'. �q.,. -.'. -g: " - K . . -.---- - . - . I ..... . . . . . . . *.,.-.-. .-.*.*.*. . . . . - * -:I . - - , - - . ...- . - - - - I � * - * - * ... . . . . . . . . . .... � I �, * I * * * * - . . . . . . . ..... ............ �...... *.. I .. * ...�,�... . ..M, . .. . . . . . .......... .. . . . . , . . . . . . . , . . . . . / -: - .. - J -.* .., .. G'. - � .... :-...-.......---- .*.*.* ... I .... . I ...... .. *.-*.-*.I*..:.,.. . . . . . . I . . . � . - X4. .... -.-.�.10- - - - - - .,.,-...-.-.-.--".,..,.*J,I-k.*...:.*.*.*.*..,-*.,... I -..-.-.-----.-- -.-.-.-.-.-.-. - - - - - - ........... . � . .11 ........... . . . . . . . I ...... .:-*..:.:.,-*..:.*."*:-,*.-.:..".., .-,r* ..... : ..... - � . 1. .... I - - .. .. ......., .. ... .. . .. .. -: , * , * * * * - - . . . . . . * * , - - - . ! , . ..'.,-�.- . � . . ....... * - - * * * , . . . * * *"** , * .... , * * . � I ... .:.,..,..*.*..*".".,.,*,.*.*.,-.. - I ... -. . . . . .. - � .Vj.*.�-.--------- - I - .. .. �.*-",-*--*�*- -:11;.Z�X-1 �-.�I+JSZ!-Q --'.--------*` -..,.:,.,.*.*.*.. *--.*-.-*---'* ." .- .I. .*I'.'- - - -* ....- - .''.....�..-............ 6'......�.-.. ..... . . . . , , * * . ....... * * .� .0 ... - - ............ .................... - - - I; . -*-,.:. .*0j1---.:.,:--.-, .-,-.,-:,.,V13�--:-- - * .... - - - - - - - - - - - ,--:;q � - I . . . . . � - * , - - , , - - - - - - - // * - -. * * * 1* , , - . - - - - - - - - , - * - : - . - " - * I . . . . . .� . . . . . . . . . . , . . . . . . . - , - ........ � - . .1. , , , * , * * ....... 1'.,. ......... * .. ...... tAC;H, * , * . � . - . . I . . .....'.... ..:. *. �: ..... I . . ...... I ----1 ,�,*.., . ... � .... . .............. . . , , ....... . . . . . .. I . . , . . - - ...... . . . I - - - . * . . , . 11 . '(S. .. - -. - .. - .. - .. - ... . , . . . . ...... ... � ... �......... I ... 1". . . '. I � . . -:-:- � .. ... .- . . I . ,-,..-,. - - * *. - - , '* - , * , , .. - I - -x- ,.,. *.. .11 . .... 1� - - . 'Y�.-.-:."... .-. . . - - .... . I . . . L� -: .. �Y.. -...... . . .-*..1.*.*.1.'. * * - . . ......... . . . . ....... �.. .. 1. . . ... I . -, -*-*- - - -* -- ..*.- * * ` ` ". ` , . '41. � Uj* I * *.* ...... . I 4 .... * * `i-`-----,-,-- - - - - - .,..*** , .,. .. . I . . . . � � .... �.... X, 11. � I. . - .*.*.*. . .. .. - .. . . �............. . . . . . . 13 *' " , , " * *** * * * 'Ex I . � *,.,. *.,. . �w. - . :.:.� -0 ....1...,.*.1... .� .... ...... .-..--* `.I. .:-V-,.-:-'.-*.-*-*-*-,- . . ... . ........ 1* - - - ...!L'.. * - . .1 ...... * , . , *.*.,. I .... 1*1*'*** .... .... ..... E.*-., . .,. - - - - - - -:-*-: . -- - ��!, *. .. ... - - - ....... .*,*.*. * * - * �.. .,.-...�... -.q.. .... *. I * * , * * .. ... - ** . . . . . ... 1. -. - I ......... ..... . ...... ......... I...-..., .. .... ... - .... �.... - � I.. - - . . . .. ... � ***' - , .. . - . . ..... * .. .... � .... � . - , . -* . ... ..* .,. . - . .... I - - ... ... .t.. .'. * * * . . . . -yq *.-*.-*.-'.-'-.- .. .. . '.. *-*-'*',*,'* .... .'.,* - - - , *. * * ...... ... - - - - - . I.,.. Ba. . . .,. ........ -,�. - - -- - - - - -...W . . . .-.-.-...*.*., -70)-'.�*.-* ..*..*. .-* -----*-1-*---* ...... .-. . I . .�� . ,-.: I. , �. -- --, . +* .... * . . I . I .... . ....... .1,...... , . 6 - -- . - "---. � * ...... ... * * ..... * * ...... I .... , * . .... �. .414 -*.1..,...i6 .*..,.*. . . �....... -. . ..'..'.." I --.-..,-. [-,.� �-� .......... . -* - -, -'. - I * I * * *.*-I-'. - ---:-*.D-'.-*.-,.-:-.-... .: ... :.... 1.1 * I..........:............ I....................... I.. . - . -, - . *. �...,... *. *. . *.. ...'. . �. . . ........ *. *. - -'-'-*.-*.-,.,a*.-'. - .. . .:. *-1h . . .... .......... *.*.,.* .......,....,.. ..... .................".*.*.*-'... -.. . . . . . . .'......... . .. - I ...... . ........................................ � . .., � 1, -:d,r'.-*- * An-l-'..... \ ... -F-�.-.*. , - :..-.-.I.*.*. I *'1*****1***''- * - * - ..... :..: ... ... ..... � ...... -.......... - - . - .. ...: I ".:.,., .: -'. - *. �: - I *.#.*.=,I.*. . . . � *Y,.'' -*-*.*-'-*.'- ... .\.*.*"-,-*,*., .. .-�......,--*-,-,-*-*-* ... .:..�'.-..:*1' I.:.".1. . �7�, . -.7..'..- ....,.....*�'.',.�'- .....,.�....... ... , - -K --.------.---- �....................* . ... ... - ... ... I...,............ . ......................... ...... .11. - .... ........... ...* .... . - . . . j�'. : :: *. : . * , , '. *.. - � . � . ....... , '-��*-.'. .. - n,l , , - ..... I . :�:-:tk- ......... ----V� .... 1. . .. . *. .'. . ..-- * ." . *.*.*.'.'. ..... � .............. � .... ;;s -;-� r�*.,.:.*..:iF-:*::..*..*.......,.....- -..*--j-!�.*.:*.-.*.:*... .. �..,. , , . ....,.r.. / .. .. �:[- ..'': -6 .. .. *. 1. 1. ,*.,*.,. *. *.,. *.. I... .......... �. � . .... ...... *.. *..,.. * .. . ... ... . 1. -......... ...........'.... ...-�-.-'.-:-*.. , � . \ .-.....�.. . ..... - . ......... I * *.*.* * .... I ........ �..-.-. -:... ....., . . '.'.�"...:. - .. .. :,�.. I � I.. . , * 14 ... ... i . ..... .,*..:.*.-*,-*.-'.-.-.�:.:.*,.*..:.:.,.,.,..,.......-.-.-.'.*.'-*-'-,-.'-:-*.-'.*,..:......,.:t�.*..*..*.":.,.�-!-*.-'.-*.'..., .0 - - *:-:-,.-*'-*, . �N:4-.--%-.-....-.- - ... . . � ��....... �:�:--T- - - - ,�� . .�: .:.:.,.-:,.................�'.....,..,.*..*.,.. b. 1. ............, ....... *.*. I ....... ..... � . ........ I... .� - . �. th. .e. � , .* ..... 4., ..... I ... ;-h-. *. . . .... ..... . ... * , . . .. ... . .. -14*1'-:� .,k, ..- ........ . , ...... 1. - ,:. 16 .� ... ... '' '.. *.* -.".. � .. ..... , X, -: -'. -'. -'. .. 1. .. -, .. - I I .. . I ....... ... . -: -'. - " - I - *. -1 -: ......... �,., ...... * - , .. * . .:,--. , - " * *. * * ......... Z,-,.*.*1..,--.-.-.-.kv... ''*.*. - . *.:. .. -*. . . ... . I * - * . .. �..� ... ,` � - .),:. -'. -. *, -..:. ..: .. *. - . .: .: . '1.1'*. . ". . -� . -1 - -W, . .-. - .*-'I .. . . . I I -'. :,��*. .. ] -.: 4ul: .. .. - -, - - � - .. '' .. .. . . .... I . . , * * , � ......... ...: . . . . . " -: - *. -'* - *. - . . . I.,. M* . .1 . . , , - - C-*-*-44� . . . - ...... * .. . '.. - ..: .. 1'.. ; . '.. ; . -,.. ." '. . , * . * .... * .......... *.*. .. ......... 1 0 . - - . * " * , , , w . �.....-.-...:. .: -'. - 1 .". - "..... . ..: . .". � .. *. , �'. - - .. � .. - ". - , .: - *. - *, . .. *, .. *. ..'. . .: -'. - * . . . . ..'� , * , - . .. ... ... - - - - , .... �... . . , ........ ........ . . , . . . . . '...... I . �....... ....... ��) .-:-�J... . .*.: : - --... . V.,.:,.:*. . - * , . ` I -, . -* . .. .. , . * . * . * * .. - - .1.*�1.*.'�*-'. . , , , - . *. *. *.,. *. *. * -, . - -. .-:-**-,.-"-,*-." - - - .� . * . , , , , , : * � - * . . 4'-..-J--:."*.-,M,*`* *.,.*** , ,. .*.- - .: .. . I I I . . . . .......... . . , * . -3. - . ".. . .. �.,.., . . . . . . . . ........... ....... -.-.-.-:-:-,.-*-- .. ... . , . * ****,.N:,N*'.*-.-.::-.,-.:-. ..:.,.-* 1'1'1'� -! --- :---:-Z-� - - AW � *. *. *. *. 11--- - ---., * . . . . . W. - ''.... .... . . . .:Ii- .. ......... . � ...... 1.*.*.*.*.11'-*. . . . ... ... * * ..... I . . . 'I,*.*..*..*..*. 0 .. .... . . I . 1. . . . I . * * , * . . - ............ . - . . . . . . I .. ..... I . . . - I L 1�1.-- . . , * ..... . * . . . ...... . , . VIf I -1 .*.* .. I * . . . - I - - I �. . - -N--.*.*.1 .... *. . 1-.... � - -.,. ", - . . 'H.4- . � . - d - - -.- - * ,,,, - * * , * * .�-. ; ; * - � .I.. . . -�-,: . 4.Q. �. 4. ..., . . , .�. ----.--.-. -* - .*-,�-*4 - -; I.. -, � I - . ....... . ....* 1, - 1". . . .. I... - - . . -1 -L I - . � ,' 6' e 6 , .......... . * .4f . . . . . , . . . . . . . . . . I . '.� * '.*.' * '. . I .. . '... . . . ......., . ., . .. .. . .. . 1. . . .,.... .. . . . . . . . I � . . , . . , . I I , . . . * . . I . � . . , , - *-*- * . . . - . . ...... �. .. , :lo-*.-. . . . .-...I' - .. - .. - ., �* - . * . a I . * I . 4 I - . , - 0 . . . , I , I � � . -, *. .. *1 ..'.. * _ _ ............. - - * , * * , * , � � . - L I............. - - , . . . . * . . . . . . . . . . . . . . . - ... ... . . , . . , . JL .. .. - -. .. -. .. - - , ''., - � . , . . . . . . . . . . . . . . . . . . , � . * . . , . . . * . , * - . . . , . . . . . . . . - . . I . , * . . * * . . * . . . , . . . * . - . � * . .1.11'''. . - - . . . . * , , . . . * � . . .. .............. . , - - * A *. 4 '. & '. * *. *. *.,. . . I ............ I - I � ..... 1, , , , - - . - . I . . ... ., � *. *.,., - * ... I . . . . . . I . . *f - , .. * . . . " . *. *. *.'. *. I '�Z' .., .., .. - - - .. .. , / . . *. . - . * . . -, �' - * * ... * * * , . ....... - k - ..-,-, -*- - - - -.- , � , * : -'. - '...'...'.... - , * ''***** - . ............... . . * -*.*.,., , -.--A,--.---- * , * . . 7-1-n- *. - - ".W.- - I r. - * -:.- . - , - . - * - . .. - . * * - - * * � . , - . * - * - * .. - - .. - -. - .. - .. - .. - *. - . ,� - . ,..,- . , - . * - . * ..* -.*.-�'.. . .,... . � ..... I . . . . . . . . .. * . . . . . � - � e . . . . - - . . . . . . . . :k 'S .... . . . . . . I i�t. * . , I . --= � . ,....... �* . . I .... 1*.,.*.*.,.*-*1 , * . . . . '. . I * * ., . . . . . . . . - - -�K . . . . I . . . * ... . , * . . . . .9 I .. .. . . . *. .: �,... . n�- - . ,..,-,*.,".."..,*..*,..**,.'*,*",*,.* *.* 1* . . . . . ... * . . * . . * . . . . . . . . . , . .-.� . -. . . . . . . . . . . . � '. . . . .., ... . . . . . . . . . . . . . . . . . . . . . . . , . . . . - . . ..�.- . . . . . . . . . . . .,..M*.- - . - . - . - . - . - 11 . . . . . . . . . ........ - � . .., * . .,.� . . . . . . ... � , . . , I . . . . �*,* . .*.,.,. . .*. , , . . . * - * . . ,f .*.*.*.*. . * * . . I * . . * , - . . .... - .. x . . . * . . . �...,........,- . . . . . . . ...... . . . . .. :t *.1.*.*.,-,-101. . .. . . �.Te. I.. .*.-*.-*.-'.-*.-*--1' . * . * . , . * . , - **, - e.k., * * * , I * *' * , , .. " �,., -,--*-Exx.-*.-,.-*.-*.-* -* .* -* -, -, �* ..* '.. 'A'-.*-.*-.`,*-. .*-'-*-* ` *"-'-*-* **''** .-"-'.-*.-*.-,.-:--* �� I-... ... ... I.. *.. *,'.. . . . , -, -, -!� -. - -.- . . . .. ***'**'**' I ".. .W I . . , * . s . . . . . . I . * � '. - * .. . . . . � . . . I ..,.. ......'. * * * . . . . . - . * - . . � . . . . . . . . I . . . . , . . . . \ . . . . . . . . . . . . . I . . . . . . 04 ... . . I -, - -;- I - -, 9 -X� * . .. . . . . . . . . . . I k6l * * * ** --..:-,.-*.-*.-'.- ,.-.-.-.-.-.-..............,.*..*.- .'.*-'-* . . . . : .-<-' '� - - *' 1, *.* I . . . ... . -�-.- -j . I I - - - - * - --*-*m'.-.'.*.,g*.-..*.*-*-*,*-*-.-..��.-,-*.,-*..*.- . . . . . . , . *.,. * - X* . . I - * . . �- - - - - *.-. .-'.- -, . .'. . . � - .. * * , . , - , , * * * , , , *. * . * . , . . . . I , . . ...... . . . ........ - � -1-1 * * * , -* . --*1 ** *''**** � . . . . . . . . . , . - . . ... �. .... . -.. . . . -1 * * * , * * . . . . . . . . . . ,......... . . . � I . . . . . . . . . I . . , . . . . . . ...... . . . . . . . . . .... - ".... .. I �. . . . . I . . . . , f. .T. . , - - - , . - . - . - . - . * *- , , - * - - �*. -, *. .. *. ..'. - . N - * . . . . . . * . ............ . . . . . . I , . . . . - . . . . .. I . . . . . . � .. . . . . . � . . . . . . . . . . . . . . . . . . . ..... - . � - , , . . , ** . * * * , . . - I . . * - - .. .. ........ .. - . - . �'. ..,.. . . . . . . . . . . I -to.,� - I ". I I - *. -'. - . . . . . *.*-* - * -- . . . , . I . . �-*.-J4-*.-, *. - - - - - - - - � . . . '- I * � . ** . .........- . . . . . . - - - , * * * * * . I' . , .. *j: J.q .1, - � ..6 . . . . 1'.*.,.*.*.*.* . . . . ...... * C-K.4.�NotR'-.I�S' ...' .. , .-. .I.- *.. ....., ..... . -*:* I . , . , , . ......... .. .. - .. . -.1, - . .-AA............. ........ .. 1. 1. *. - 1� - *�. . .1 **'*'*' % I - *. -". .. .. .. .. .. - - , - - I * - I * * * * I . . . . . . . . I . . � . . . . � . -*-* '... ---------- 0 0, .*, �' . " I . . * * * , , "N ...... . . . . � *. ... ... ... - . . * -, -, - * - * - * . . . . . . '' � .*.*. . * .. . . . . . . . . * . , . . * . - . - . , . , . * I * . . . . I� .TM 40 *1 * I I I I * 6 . . � � . .- . .. * , * , , * I . . . . . . . . . . , . . . . . . , . , .. * I ;�. - * . . * * *`, -1 - .*.*.,.* ........ , - .A. ... ACJ4 ...... � - - I ..... - - . . . , % .. , . . . - .. , . , . . . . . . . � . . . . 6 . . . . . . . . . . . . . . ......................�.... .......'.. . . . , , , * *-,-, . . . . . . * * * '-'-* - - I -, - * - I - *� -'. -, -, - * . . . . . . . . . . . , , . . . . . . . � -.-.- . . . � I � . . . . . . � , . . . . . ... . . . . I .... . . . . . . . . . I . .... . , * * * * ....-.-.-. . . . . . . . , . . , -'-'-*-'-'-*- ..., . q....'.. " . . .- . , '**' ** "''* * . . . . . . . . . . .. . -...*. T * . * , , , * * -L- � . . . . . . . . . 6 . . -.-,,.,.*.*,* ... . . . . . . . I '. . . * . . � . ... . . . . . . . . . , I . . . . . . .. . ..,X. - 1* . - . 1* - ., - .* - ., - . - . - - - �. I . - - . - . - . - . .. * . . , . , . .1%. , . , , , , . . . , * * . . , , . . . . . . , . . . . . � '' tx* . . . . . . . . . . * , * , * , * * . . . . . . . /. . . . . . . . ... .,. . . * .*.*. � . - - * . I * . - * . - * . - , - -� . . . . . . . . . . . . . ..I.- - -, .. -'.1 *, '. -'. - *. - . . . . . . . - . . - � . -.-.-. * * , . . . , . . . -'. -'. -, - - *' - * * * * , * , - - - - *� - - I - - '. - - I - - *- I , *.. ., . .., . . . . .. .. - , * . ' . ' . . . . . . . . , , . . , . . . . . * .... . . . . ...''*.*�*�*.*. . .* . ., . .* . .: - *. �'. - *, - I -'. - *. - , . * * . , , I * * . , * . * , .*1 , * * , * * .*1 - , . � * * . . . .... ti . . . . . . . . . . * * * - - - - .�......* * , * . * ... . .... . . . . . .. . . . . . . . , . . . . . .1 . , . . . . . , . , . . . .* . . I . . I .. . .. . .. � .. . . . . . . . . .. .. *.* . . . . � - . - * - - . ..*..'. * . , **'***'** * \ - - � - I , * - - - , .. . . . - - - - . - . . . . . . . . . . .. . . . . . . . . . ........ . .. . .- - .. - - . -* . -, . -* . .. . I . . . . . . - . . . .1-* . -, . -* , -* . -*- - - * I * * I I * * , , * , * * . . . . . . . .. . . . . . . . � . . . � . . . * * , , , * * * , * - *-*- * . . I � - I . . . . . . . . *.,.*.*.*.*. I ........... . . . . . , , . . , . . . . . . . . . . . .... * , - - - - - - * . *.,.,.,. *. *., . . - - . '. - .. - ..,.I " - .. - - - * . . . . ... N I . . . - - - - f .7 . . . . . . . . . . . . . . . . .. . . . . . . * 'x . . . . . . . 1*� . . . . . . , -, - * -, -, .* - * I * * * *' * 1. -. -, -� . 4.-........... . . .- --*-'-'-*-'.-'.-'.--- . - -.*.'.*. . . . � . . . . . � -, , -, . -, , -, , -, . ** . * . . . . . . . . . . . . . . . . . - . . � .. . - .. . - I. . - - . .. - . .. - . .. - . - - . . � - . . - - . . . I . . - - I - - - . - - . - , - - . - . - - I I . - I - I . . . �V,-- . . . . . . I - . . - I . - , . � . . - . I . - I - * * - 1 4 * *.* ** *-*-'- - '.. -, 4 -- -'. --- - -'.. -. - -'.. � - *'-. " - ". - * - - - * - *. - . - . - *, - . - I - . - I - . - . - - . . . . . . - . , * * * , . . . . . . .. * . . . . . I I * - * - *. - - - - - . . . . . .�. . . . . . I . . . . . . .. , . . . . . . . . �, . . . . � I . . . . I *.*.*. , * , , * ) .. - .. - -� . - - . - - . - , . - * . - * . - . . . - , . . . . . * , : -'. -'. -1 - - - -, - - - * . . . . , , - - , . ., ., * * * , * 1� I , I * *.*.*.*. . . - , . . I . . I . . I , . * . . * . . . .r. . - - , . . . . . I . . . ...'............ -,-.* . . , . . * . . , . . . . � . . . . . . . . . . . . . . . . . . . ........ . . . . , . . .... , . 1. .1 � *. - *. -'. -'. - *- - * ...�'...'.... .,. . 1. *. * I * - *. . . I '..j . .. . . . . . . . . . . I , . .,.*.,.*., - - --*, '* *.* . . . .� . .. - *. - I I * , * , * - - - - . . . . � . . * * * . . . * * * - - - . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.-... ., - --�--.-�.-..--,--. . . * * * I I I * I . . . , I I . . . . . . . . . . . . . . . . . , . - . . - . . . . - . . . .. 6 . . . �.- - . . I .. . . . . . . . . . . . . . . . I . . � .� , , , * , , * . . . * . . . *4K. . . * * * . . . , * * * * . . ..... .. ... . , . . . . , * , . * . * I * * . . . . . . ... ".... . . . . . *.,.,.*., ,.*.,.,.* . . . . I . .... , * , . . ...�.......... . . * * * * . . . . . . . . . . . . � - - . * * * , * - * ` , , . . I * . . . . . .. *. .*. . ... . �..... . . , . . . . . � . . . . . . . . - . . . . . . . . . . . I I . . - . . . . . I . . . . . . I I . .. . I . I . - - . .,......�.... . . * . . . . . - - . � . . I . . - . - , . . . I - - , - - I ........... . . . . � . . �� I .-.. . - . . I ....-. . . . I I . *. 1. *. *.'.'.' - . . . . . . . , * , . . . . . . . . . . . . . � . . - . . . . . . . I . . . . . . . . . . I . . , . . . . . . . . . - - . . . . . . . 1. . . -1 . . . . . . . . I . . . . . . . . . ... � .. * -.' .., .. * .., ."., * *.'- '. ** *� ** *. *.'. * . ... .... *..,.. ... . � . . . . . . I . .... . . . . . . . ..... . . . . . ..... I I * . . * . ... . . . . . . . . I I * * I . . . . . � . . .,.. . .. . . . * . . . . I . . , .. *. *. *. I -, - . . . . . . . . - +.*.*.*. , <-'. -'. - *. -'. - *. . ... � . . . . . . . . . ... . . . . . . . - . . . . 6 . . . . . . . . . . ... * . . . . . . . . , * I - * - *. + *� I " - *- - *- - -' .,A - I I . � . . . �*.*.*.' ....; � . . . . . * . . . . . , . . ... I . I . . ''... . . . . , '. . . . ....... *. * I .*. - . . * -, -, . .. � . .. . . .... �.... � * * -.��: .. � .. .*., -, -, - * - . . . �.. . . -1'1*.*.* .. . . . . . . . . * * � � * * * - , * , I 1-,---* -, -----r . . . . ., . . . I . . . ..#.V.*.4 . . . . . I 1 *.0*4.*,*.*. . . . . . . . ,.... � I . . .I �.......... - - >. - .. - Z- - I . . ..... K- - .I . . � - I ........ :"*. *. * -'. - * � ... --.--*.*-''*.,-,-, - � ..... � . . . . . f..* ....... ... .... *. . , . * . . I . . -S%... . I. . ... . ..,.. - - . , - . , - . . . . . .. . . .. - - - .." . ..,....,......�..' . & . *, *.q.�.*.+.*.,.,.,.*.*. ... I......... � - . . . . * . - , � -, *-*-'-*.- . .... . .. . .. . ,- . - . .. , - . . . .,.. ... .. . .. � .. I . . . - I . ,.*. . I .. . . . . M, 1, . *. '. . . � 0 - . *. *. 1. *. 1.'.' - .... *. , I * � *. . I . . . . . . I . . . , . * %- ,.,.,.,.,.,-*- � . * - ..+... ...'. . 0 �� ..... ... .... . I . . .. . . . . . - ....-Y. - .. . ........... . . . . ... � . * ..... � . .,. , . � ... * ... ... * , , .... . ........ �...... �...... . � � : , . . � ..... ...,..., . .,.,.,. *. *.,.,. �. - -. - .. - -. - -. - -. - .. - -. - I - -* .. -* -. I .. -, -. - .. I ... .. .. .. .. -. -. -� -. �.. -.:" ............. * , , * . �.� - �..." - -- ". - - -. .. .. . � .... . . . . . C-11 - . - - . .*-*. *-.-*1-'.-. ............ . . ... * , * , * ,.* . . . . . . . ...... . . I . . . ...... ... . . . . . . - . . . , - - ,Y*. ....- . . . . . . . �� I . - I ..... . . . � . I . . I ............ ,e�* .* .*.'--.*--.' ., . . . . * * . . . .... I . . . . . . ---. - - - I . . � , -\ . . . . .............. � - - - - * * , * * * * , * , , * . . . . . . . . 0-.-'.-*.-*.-, . .-,............ .. , ... ., - *. -'. - I .. . �-.-.-.. :--.--.--.--.--.--.-�,--.- ................'�- ...,.-..-........-..-,.......I ....'��*..,..*..*,.*..*,........... .. .. - .1. . .. . . . .,-*-*.�*.-'...-.-.-- .... .*.'.'.* . * . '. - *. - *. .: - *. . - ... , ... .,.*.*.*.,. . ....... . . . . . * * * , I .... -.,- . . * ..... . * . * , * ... , , ........ . P - .. - -, �,*. �. *'*-:-,.--.-'. , , , . , . ....... - - - - * ........ * * * , , , '.*-'.*. - � ................ -.-. .... . ,. � . . . . . . . . . . . . �-.- . I I . ... - . � :* * '**''*''1.. * . , ... . -.,.*., .,. . . . , . . . . . . Al. . . I\...... . . . . *, - - - - * * * * * * *.** ... .. - .. - -. - .. - *. - .. - .. - .. -. *. .. *. �.'. ... -, -?� . - .. - -... .... - ...+.�, .�, .- * .......... . ........ . . *'. I. I. 1. I.. I.. *. � - � .. -(�--.',.*.*.--.--.------ -.-------- -- .- .. .. .. - I ......... . � - .. �. �........... . . .. I , . ...... '- - � ........ . . . - - . - - . . . . . . . ... .,. ..*..'.*._*.�*�_*."4.-. . . .*.,�o , . * , * � . . . . . . � . . . . . . ... . . . .,.,. *. .,. .,. . . W , * ............ ........ '.* . . . * , * , , I i . . . . . � � . . . . � , * , AI , , ... ........-,...'I..,-.. .. . . ... .... . . . I ....... *+*.'.*-*.'-'- . 11 . .. . . . , , * * , I..... . *. *. . . I . I ....... . `.-'-'-*-,-ik'..*.--.- ..... . - ,\A-.,.-+ ..... - 7. I , 6 . - - -.-.�.+-, -* .-.I -� 1. ... I ... � .-5 .,. *. *.,. *. * ". . , --, . . � . , . . .,. -. . . . . . . . '.- - .". . . . .....�.'.+. , ... � ... �....... 9-�-' ...'............ , . . . . . .... . - . I . . . . - , - � . � . ...... ..... . . . . . . .... , ..... . . . . -L . � *.1 - *. - . . . - . �1 ......... . � . , *** *...... �.... ".. . .; * e�l. , .. ........ . . . *.. - , * * ..... . , * ... *' �w ". *,:,T. ** - . *- . *- . *- . * � * . . . - ...... - '... - .. - '. - - *. - - - - - - . - - . - - . - . * . , . .-.-.-'.-*.-'.-*,-. )?:�........ . . .... . 1. . . . . . . . '........... . . - %-.., . . . * . * I - - - ... . . . - .-.*.-.*.* * * * * -, ...... . L ..,. . -.-'.-*.-'.-*.-�xe.-,.-+-. .,. *.,. * .... . . I . . . . . . . . . . . . .... . ,.: - , . . - . . . , . . ..... ..... * . * * .... �...... �..... . � .,. .. .. .. -. - X...:. ...... �,... * -, - * ...... .... - . . . - - . . . - . f-.--.--.--,1�1-----.-.-.� .... . . .% * , * ... * ................ .... - . .. .. ''*.'. - - - ......-4 . . . . * ......... ............ . . . . I . . � ..... IkA , . . . . . . * . , . * . * . , . * � * .... I ..... I �. - I - . - . . . . . � ..... ... If......... . ... . *...... , * ... A:, . . ..... * * .............. ... - - - .. .. . , - ----; . - ......... * . , . * . . , , - . .!-X. - . ... �..... . , .. , C- H� TW - 1EN15TH 15 f.t.l.'.. * * . *.,. *. . ....., , . . . . . . , ....'.... .1'.... .. .. . . I 1. *. *. . . - .'� .'.** ..... �-k. . . . . .* -3i-;b + * . . ...... , .. - - ----.-----�%- * . .-.-.-:-*.-*.-*.�*.' * ...... * . .... . . I . Y, ............. *.-*..-*.-.�1- - I I I .... * - -, - .. I ..... * -, -, I ....... . . . . .. .......... ..... .. . .''.* .................. . ......... *. *. � �L t..., -.'.-*.-'.-.-'.-'.-*.. *- * - * * * * � - � - - ..... , * .......... . . - - - - - * * . ...... ... - I -.,.,.,.,- - - - - -.-.�...-.-.-.�.-.-,-. . � ... I ... � ... *.-*.-*.-'.�---- , .. .............. � .......... I ,..*..,.* -,- . - � - . _ ..... ........* - . . ..... . * ....... I........,..- -'. 1. " . . * . , - , I " � .:-,.* \ . I I . ... .�. . . �,�� .... � . 11, ....... . . .. �., . r .: - .. - .. � -. - -. - -. -,�§-. ........... - * *.*-'.*I*- - - - - - ..-...... , ".,., . . . . . . -.-.- - - - I . .... 11 . . � . * * - '.".-*.-*.,*.- ;�!*.-*.-.-. *.-*..*.-. *.-'.-*.-.-..... � � . .. - .. I ...;,. *. .. . . ... . . . . , ,.. ........ . ..... . . , . � .... .... , . - -16,0(*. * , * * * I , .. . , , , ....�.� ........... !S�. .:...... , , * * * * , . ...........'.....'.......'.. . * * , , '.. +.. *-.O. -. . .. . * ....... * '-*-'-: * . . *.,. * I *.,. *.,. . . - . N% --, I ... - - '.... � ...... � .... ....... I ....... ...... . . %i; .- - -.... � - - * .... . ...* - * * * ........... . . � .-.-,-. * - * .'�' \ - - .... '' -*-*-*-*-*-*-'-*-*-,.-,.--.,*. -:-*..'.*.*-.-'.-*..*..*..*-.,\,..*......................-..-..-..�..-.�...............�.... -- - ... *.., - .. .......... �......�-.-... . - � - . , '10 , , ** * , .-'.......,......... *-*- -'.-'.-*.-*.-N... vi--*-.............. , . - .... * . . ... . . * .. ............ . .... . .. ..... � N� *........ �.,.,.. , ...... .................... � O.... *. '. ..,......,.... ., - * -, -1 - *. - I - *. - *1 -. -. .. .. .: -Z..: - .. . j� .... * ' ' * * N.-O. .. - -, * .. *.. *.. - . * �� * .. *,.,., -. . .... �... �.. ,, -.--- * , I-* - ... - - - 1, ........... � .. ... ... . ..... I.....,............, I - . 1. .. -, - - ........ 1...,. "............'. ... . ... . ..� I ... . �...... - * - !-,-....... -..-..-..-.��'..".,....-.*.,�...- � * . .. .... I - , * , * - * ..... � . ''. - . - . I'--,.. - -��.'.'.........' . .,.. 1, .... �......... I - - ....... �. I... ..... - .. - -� - .. - .. - .. - -. - .., . . . . . . . . . . , . . . . . . . . . . . , , . . , . - - - fi�4 - - -- - .. - .. - .. - I . �;.Vqq, . , - - - - * ..... � ... * - - .*�*. . - * , * , * * "'. -'. - *. - '' . - �'* . + * .;�: *.. . . . . . . . . ..... ...... ...... . * .. *. + . . . , ..... . ........ '. - " - *. "I - " ........... 6 - .... �.. 1. �..,.......,. . . . . . . . . -'.*.'-'.'�*.-*..,-*-,..,,.,..,.,.* * , "'. � . . & . �..,......... . .........'.. -.-.-.-*4-*.-*. . . . I .... ....... ..... ... * & .. I. .. -, .. ..... � . . . . * * ... * * * * * , ... * . . . . � . . . . . . � ., 11 . * * * , , * * , * ... * , , * , * *-* , , * , * * * , . . . . . . . . . . . . . I . . ... ............. *--' - * - * - * - * & * " �� ". I � * . . . , . . . * . . . * . . . * + . ... ... ... ... -..'��-.. ... . -. - +. ... ... ... ... ... ... - . . - . . - � .... . . .. , . . - . . . . ... " - *. - I -'.I'.'. -'. .. -, .. - + - � .. .. .. . .. - - I . - . . . - . . - . . . - . I .,. . . . .1 -'. . -'. . - *. . - , . - *. . -'. . - I ". -'.,i'. - . . - . . - I . - . . - . . - � . - . . - , - ... . * , * * . - . - ..... , �....... . . I I "..'...... '. *.,.,.,. , -'. - *. - I -, - * - * - * - * - * I * -, -, - * . . . . . . .......... * . , . * . - * I - * . - . . - . - . . . . . .............. . . . . . . . . , * , , .......... * - . . * * , * * , . . . * * * , I ... . . .... ;.t;. *,,.. . . . �.. . . . ,*. . - *. + I -'. � *. -'. I *. - *. - *. . . . I . . ........... . . . ..:.. . . ... I ........ I , .... ........ ..... * * * * , ..... - .. - . . . . � ...... I -*-*-1.1�-. * ...... - .:. S. ... 1. � . I ....., . . . . . ..0- � -. *- .., .. I "-1-+-.. * -.'. .. .1.-.-.-.*.-�-. -.-......-.-.......-.-.....-...-. ...... � * , * , - *. - *, - *. -, �' -'. - *. .. . . . * . . , . . * . *.-*.-'.-'.-*.-*.-�-,. .. .. . . . . , .. . . I . .. , .. � .. . .. . .. . .... ...'. . . . . . .., - - - -.-...- . . .* . . . . . . . . , . . * . . ** . . . . * . . . . -, ... ... . ,.. - . - . . . . . - - . - , - . - * - .',�,- I I . . ........ .......A � . ................... �....1......*..*.'--.*.*.,-.*.* ........ I .. -, .. I. ..'. +. -. -. I. .. -. sp - -. . H . . I .,�'. .'. -. -. .. - - - - � . . . . . *. . . , , , ..'.. *.,. *. . *. .1 �'. - I -'. - *. - � .. - -, - * - *. - I - *.: *. -.'. ." * ... L * . . . .,.,. *. * �, -,.,., . . .'* - *' - I - I - ** - ** - *' ..'. - * 1� .... . - - " ** -, - -.'. -.'. -.'. -. I .,. - *. - .,. . . . I . * - *..... . . . . �� ..... I I ... % . I ....... ... " * , , * . . �..,........... * � " -, -, - * I .. ...... .... I I I .. .. j ... ..... . . . .. *. ., - I -'. .. .. .. -. - . I . . . . I I. * , * , * * * * * ............ . . ..... . .-- .f ..... - * . - 1. . . . ..... � ........ ....... * -- * .. .. .. - + .... . I I ''I ....'.. , . . . . . . r.. . ...I I � ............. . ............. � ........ � I . . ...... �................,... . 1..*.... ... . I . .'. , *.............. ''............'... � . *. *. *. *.,. **.,.. " - *� � *. - *, -'. -'. - *. -, -7] Al . . . . . I ....�....... . . . . . .... . -, -, - . . . . . . . . ..... . . . . . ..... . . . . .. . . . . . . . . I �.L............. , ... �A ..... . . I . . . I . . . . . . . . I , ..... . . . . . * %e . - ... , - - , -: . . . . . . I *.. -'.-'.-'.-*.-,-.- *.'.'- *- '. -�, F, , .......'... *... "........ . ..."*.. *. *..*......................... ....., . ...'. ..... *... .. I .... �.,................,............... ......... �....... -. - "I '- I ........ *. *. *. **. " * '.. .. *,.. *.. * �. ... ..,.. 1. 1.0%. ..,.. .. . ..� ....... � . ........ "................... z � ........ . , ... .. ....111". �.............- �.-.'.-, � ................�'..... ... . ...... ..... * . . . ...... I ... ... '**- ... I . . I .........� ..... �.*-'. . .. ... 1..�.......+...... ...........*..*.*.*... . . ... . I *. *., *.................'. *. ...... ....... .... ...*.-*.' IV' .. �-,.. .......,- .... I ,-.-. .. - - - .. I ...... zy L . . . . . . *..,.........,................,.... ....,-<-*. '. +,#-,.'.*.* -�"!...'- I , '+'-*, �, ....... I" ..................*.*.,. . - ....;.*.*- �--*.-*.---.-*-4-.......-1 ,� -- - -;�F�..-.-.. 1. .1 ...... � .... **O,* .... . ... * ... -- * * * - I I ..,.....-.-*.�*.-*.-*.-..-..-..- - , *-*-'-*.' -* - -... - - - ---,.-,--1 I I I . *.... I... . I . ...... * *-.........?�.I..'...L..-.-.-.-.-*-�-- . . %,L ,�� ..............1-1. .'...-............ I........ � I 11 ........+...... .,...*...*..**..*.-.*.-',-*.-",;��..L*'.*"�'..*.-*..'.'..'.-'..* * .... - *-*.-*.-*.-*. .......�,.***.*......- ................ ... .... ... ...'�.,.% I . . -.-'.. \ , * * ... L ... * , * '. ,.,. *. *.,. , " . I , ......... I.... -1 .. .. .. . - . , - * ", " ............... ��",,- , *.- , . Y"; .. - I . .........�......... . -- \ I ............'..... 11. I I * - -.,...� - - I'll I " ". -.. -1. -.. ... �..... I r. . . - - I -...�'..... . I � 1�-\�..:*-'-' --� I I 1<1-1 - .*,-'' .. . . . � � I - .. . .... . . � . .,. . . . � - \ WT \ \ \ 6 I I , 11 \ I , I I � I � , I \ <. ,:;"�Z/ �� \ \ ( 1�) REFLECTED CEILING PLAN � A4 ,/ Scale: 1/4'1 = I I -off 1%�, � ----- ---- - �---- -------- ----- � - - - -- - - ----- ----- -- i L I 67 H T I N 6 F I X T U R r= 5 C., H E r:> U L F= I --l- .11,1111, 11 ------ -- I I i � -,-- I - = -----I 1-1 "I 11 � 0 "I'll, I ------ -- - I I I - -- I I -------- Mff4*0*r*1M -----------,- - ----I mma M= ....... - - , P , I'll 1-1 11.11, ... 11 � I "I I . - 1 M1=Lj!;V.FT3 -1 --- (2) FLL40/50 - i I mola-ii2Q410- F.0142wu FAAV�11111111111111111111111111111111 == 11 IMIN(A ` '032 , -- 11 -11 I I 1. - ",",,""I'll, = - I ---- ----- - I ML�1zTff4:MqQr4*91 M= 11 � I I 4=2f. -, ��� I I - 11 11 - ORNIN = ������� - . I INIUMVIC44Ft i I �",M�,M= I - . I ",""I'll, , � FA11--1jjr%--12r1zA - i - r-l"--n -1 r-- I � � ' � INSTALL AFTER CASH+ARAF SET, MITE CORD I I - 11 I'll , . I , � I � SEE NOTE #5 TH15 SHEET �M= � I ------ - - - -- - - - --- "I'll .--- �Aqw� M= I I -111111111111 "I'll, -11, ------- ---11 I'll, I ,,,, ��� -1 I - - --- -- TOTOO mtt Inaan�. I i i (1) I Yqott nightlight I'll I'll, --� �m M 11 "I'll, "I'll, I'll, �� -- . - --- "I "I ... I - � MWAM459KIk ff�mwnm= .... - � "I'll .. � - ,,,, ",,'I'll, ......... "I'll, �� - 1-1 -1 ��� ,"I'll,", "I - 11 � W4041 "I'll, I , =I i - 0*110111 z1;r*04N&-2i9LT*7jF16-4rA om I I'll, �, 11 11 � - , I, �� � � I � . i FIXTURES TO BE CENTERED IN DOOR I � --- - ---,--- -- - - KUNIAN"'i w m 41�10 - ; I i OPENIN65 OF FInN& ROOMS. i I I =- i i : '744E-5qCMH-T4-1,665/C,PAR30MFL-FINT-C,6-,JNO- i----,---�---------- --- --i I I - I - - =441MILI --� 11 = 11 -W ����� r-174*PTr#3iV;11 - I WC91W 0*14FIZ , I'll ----- --l-1-11-1 I -11-11 11 I - - , i�1931§i I � . , - -1 i I : f M= I � � 11 I ��� ", , .. -� I A ", " , - - --- � - - . = I I "I 0 � I .. 0 � i ravk ?;2:1r&-*Ta1iff--r4 lop! M= I I I ,,,l ........... ",'"'I'll .. ��� "I I - IM= - "I'll", 1111111-111111 - I'll I'll, I I 11 10M I .11, I I'll - � � I - - . I I - - I ,,,, --- I I TO) % 1. NO JUNCTION BOXES ARE TO BE INSTALLED BELOA THE CEILIN6. 2. ALL TYn WLI&HT5 ARE TO BE DIRECTED AT 450 FROM PERPENDICULAR To THE FLOOR TOAARD5 THE PERIMETER OF THE STORE. 5. THESE FIXTURES ARE TO RDU6H-IN AITH 4" HEM60N BOX AT THE CEILIN6. CAP TO BE FAINTED P-2 AFTER INSTALLATION. 4. NEA 6YP. 50. CEILIN(7 A55EMBLY AT 10'-5" AFF. PAINT P-2 IN SALES AREA. S. DRYINALL CEILIN6 AT 8'-O". SEE DETAIL 2/Al. 6. DRYKALL CEILING 4 BULKHEAD AT STOREFRONT AREA. SEE SECTION VAT 1. CENTERLINE OF OVERHEAD 6RILLE. b. STOREFRONT V15PLAY TRACK LI(5HT5 AT &LAZIN67 TO BE SURFACE MOUNTED TRACKS ON DRYINALL CEILIN6 (TYP) . 6 BY &.0. EXCEPT TYPES F ond H YiHICH ARE PROVIDED BY THE C R. 10. OUTLETS AND OUTLET COVER PLATES TO BE FAINTED P-1. I I. TH15 ROA OF TRACK LI&HT5 TO BE MOUNTED AT 10'-5" AFF. 12. YqHITE &RIV ATTACHED TO C,EILINC7- SUPPLIED BY AEROP05TALE VENDOR, INSTALLED BY 6.0. SEE DETAIL 5/A4. PLACE 50 ANY SPRINKLER HEADS ARE CENTERED ON AN OPENIN& IN THE 6RID. 13. ALL FIRE PROTECTION MRK TO BE PERFORMED BY LANDLORD APPROVED CONTRACTOR UNDER DIRECTION AND COORDINATION OF 6.0. PROVIDE ALL REQUIRED PRAAIN&5 AND PERMITS FOR A COMPLETE JOB, 14. NOT USED 15. &C. TO INSTALL 5/4" CONDUIT AITH FULL 5TRIN6 FOR THE MUSIC SYSTEM. SEE ELECTRICAL SHEET FOR AIRIN6 50HEMATIO DIA6RAM. SEE SHEET AS FOR LOCATIONS OF SPEAKERS AND 501INOOFER5. 16. ACCESS PANEL - 24"x24" (Ibxle? MIN) FOR SECURITY SYSTEM. PLALE IN51DE STORE IN OL05E PROXIMITY TO LEFT OF ENTRY AS SEEN FROM OUT51DE THE STORE LOOKIN6 IN. 1-1. NEYq 2x4 LA'i(-IN CEILINIS, ACT -I, AT 10'--5I' AFF. 18. FLUSH CEILIN& ACCESS PANELS BY &C., COORDINATE LOCATIONS AITH MECHANICAL PAINT TO MATCH COLIN& AT APPROX 8'-O" A.F.F, e----, - - - -- UE'D r2-""'\ TRACK HANGING DETAIL � A4 J Scale: NTS N---..-, SALES === &'�F 5*� C,�EIDNO co� �0'==5` A.F.F. STU/`G< === LN�==IN GE�DNO. La /,-- = " k I ==- �u - 5 '' A. F. F. DRYAALL CEILINC7 POYCER COATED LA(5 BOLT INITH CARABINER, PROVIDED BY AEROP05TALE, INSTALLED BY ,57.0. 4 FERV5ECTION. PONDER COATED P-1 METAL (5RID PROVIDED BY AEROP05TALE VENDOR, INSTALLED BY 6.0� D aluawycLulle rqw�ln /-I ^ Ir Ir 5IN6LE CIRCUIT TRACK, HUN(5 ON THE CEILIN6, UNLESS OTHERA15E NOTED. SEE 5CHEDULE FOR ADD'L INFORMATION. 5UPPLIED BY AEROP05TALE VENDOR, INSTALLED BY 65.0, END CONNECTIONS OF TRACK CANNOT EXTEND BEYOND THE END OF THE UN15TRUT MORE THAN 3" OR L;55 THAN III. I 1* I 11 . 0-1 -q Ln 43 1 I- li __j 0 - - me Iz- .�2 �9 > 11 1. I NZ i :, 11 ) A Re a 5,, 1 i iN 2 ,A\ < % �10 1 `4 - RTLAN �Ih (Z � It 1; A N M 2 * C- .5519 * 0 - - - DATE 6 Architect 0 OF C V x I,%, .-,.-.-.-,.:� ,, ��%�. -..... z .,. - - - - �:.1.1. .-.-� 0 CORTLAND MORGAN, ARCHITECT, AJA -�-,- :.-'�*` .'.-�.-.'.�--.. ,:'-.-�-.-�-.-�- �.% Z - 1- - . ..... � - - .... � ... ..... I-- , &M WoodWid Ddye . ....'..'�.-�.... -.-�...-�-:�-1.-..*.,-1, 1. ��'. ..�.....'...�.: L�....,..,.,,*..�'.�"."...,--. KI .. . ...... . .... ..... , Daks, Texas 75225 (M)365-366 ..'. ,,-.-.-.1.-1 �� � ,-.-.-:�'.'1-.-1-- .." < .. --- ...,.- ., . ... - .... .... -... -.1 I V Lami Grubb Lami Grubb Management Services, Inc. E 100 East Swissvale Ave, Pittsburgh, PA 15218 cL %Q Phone: 412.243.3430 * Fax: 412.371.1586 4�? T Project eropost e in () Westfield M * lace 0 Space #6556 " "�\� Santa Ana, I E: 2 Title - REFLECTED -1 PLAN Date 9' 1 Rev e 4-29-05 6-17-05 LGA Job # - 05038 lu I I - Drawing # . � <1 0 �- I , A4 -1., ',,: - KI I 101-51f AFF 5/ GAB 01-6 FITTING ROOM SALES/ STOCK ROOM HALL OL 101-511 AFf= W 5/ 6ya C11-6. CASEINORK PIECE ee� M, 0 1 M 10711 PAINT N 911 0'-5" AFr- 3;-C,ye ac'. SALES/ STOCK ZOOM WALL all PANEL r-Vir-IrIK1.1- a A 1 r%v�.' 1 VrN L- TH SPRAY )FIN6 (FIELD COLUMN PLAN ffl",. Scale: NOT TO SCALE PONDER COATED 5TEEL CORNER GUARDS 5UPPLIED BY AEROP05TALE VENDOR, IN5TALLED BY G.G. AIRE ME51-1 5UPPLIED BY AEROP05TALE VENDOR, IN5TALLED BY G.C. EX15TIN6 DRYWALL COLUMN WRAP TO DECK ABOVE. G.G. TO EN5URE AND MAINTAIN FOUR-HOUR FIRE RATIN6/PROOFINC, AS REQUIRED BY MALL AUTHORITIE5 AND LOCAL CODE5 Yqlr.>TH DIM. A5 PER EXT67.5TRXTURAL COLUMN (V.I.F.) M Rl PLATI ri-INTERIOR ELEVATION A5 J Scale: 1/4" = 1 '-0" Scale: 1/4" = 1 "-0" 1. SEE VRA441% 151 FOR FIN15H SCHEDULE. 2. PAINT 6M CEILING, AND ALL OTHER CEILING COMPONENTS P-2 FINISH. B. EMERGENCY LIGHTING, SEE ELECTRICAL PRMINS-6. 4. SPEAKER AND W13YOOFER LOCATION FOR CONDUIT STUB. G.G. TO PROVIDE 5/4" CONDUIT IN HALL ViITH FULL STRING TO THESE LOCATIONS BASED ON AIRING SCHEMATIC ON ELECTRICAL SHEETS. - 5. MATURE HALL. SEE B/A2 FOR DETAILS. 6. 4' C-CHANNEL TRIM-PREPAINTED P-5, PRE -DRILLED EVERY 12" ON CENTER. SUPPLIED BY AEROP05TALE VENDOR, INSTALLED BY 6.0. '7. BEHIND ALL CASEWORK PIECES - PAINT P-1. 6. ALL NAILING OF CHANNEL TRIM PIECES SHALL BE DONE ONLY AT PRE -DRILLED LOCATIONS. DECORATIVE BOLT HEADS ARE PROVIDED BY AEROP05TALE VENDOR FOR PRE -DRILLED LOCATIONS. INSTALLED BY 6.0. 11. MIRRORED PILASTERS. AIDTH 15 DETERMINED IN FIELD. SEE 2/A2 FOR DETAILS. 10. 24"x24" (MIN. 15 le)"x15") ACCESS PANEL. PAINT P-1. EXACT LOCATION AS PER SECURITY SYSTEM VENDOR. 11. BACKMAP SUPPLIED BY ABROP05TALE MILLAORK VENDOR INSTALLED BY 6.0. 12. Y400D BASE-4" HIGH. PAINTED P-5. 5UPPLIED 4 INSTALLED BY G.G. 15. YqOOV BASE AT REAR HALL OF FITTING ROOM5,4" HIGH. PAINT P-5. SUPPLIED 4 INSTALLED BY 6.0. 14. 6.0. TO TOUCH UP ALL AEROP05TALE MIL PROVIDED MATERIAL AFTER INSTALLATION. 15. NOT USED. 16. ALL PERIMETER FIXTURES ARE TO HAVE ALL FIXTURINS PIECES INSTALLED, SEE THE ELEVATION 4/A2 FOR DETAILS, IT AT THE INTERSECTION OF THE FITTING ROOM PARTITIONS AND THE DEM15IN6 HALL, APPLY CLEAR SILICONE BEAD- LENGTH OF PARTITION - TYP. 10'-5" Af=f= B/ 6116 CLG. 15. USE ONLY 5/4" BRADS Y*EN ATTACHING 'O'CHANNEL TRIM AROUND OUTSIDE MIRRORS OF FITTING ROOM AS NOT TO PENETRATE THE MOF PANELS. MIRRORS 4 MDF PANELS AT FITTING ROOMS SUPPLIED 4 INSTALLED BY 6.C. AIDTH 15 DETERMINED IN FIELD. Iq. MESH END PANEL. 5UPPLIED BY AEROP05TALE MILLYORK VENDOR, INSTALLED CASEAORK BY &.0. SEE DETAIL 6/Ab. ALI& I N TOP OF PANEL AITH TOP OF FIXTURE. PIECE 20. ALARM LOCATION FOR SEN5ORMATIC, SYSTEM. PROVIDED AND INSTALLED BY 5EN50RMATIC. 09#Z'#INArF-.D 2 21. 5EN50R BAR FOR 5ENSORMATIC 5Y5TEM. SUSPENDED ON CLEAR LINES, BAR 15 I" THICK. PROVIDED 4 INSTALLED BY 5EN5ORMATIC. COORDINATED BY G.G. 22. RE-5TROOM5, H-ETHER NEW OR EXISTING TO BE PAINTED P-1 - WALLS AND CEILING5. 25. EXIT 516N, SEE ELECTRICAL PRAAN65. AR ORTI AN AN -'5519 A AL E OFC Architect < CORTLAND MORGAN, ARCHITECT, AIA 6M Woodhvd Ddve pdas. Texas 75nS (M)-VA3W Project Coordinators ® Grubb N� Title S I Wd FIA =12 Lami Grubb Management Services, Inc. 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412.243.3430 - Fax: 412.371.1586 Aeropostale Westfield MainPlace Space #656 DAna,CA Santa INTERIOR ELEVATIONS Date 4-29-05 Rev 6-17-05 LGA Job # i 05038 Drawing # LU A5 z 2 ( 16" H16H INTERNALLY 5/6" DRYWALL BY G.G. TYP. A-1 NEW CONT. 6" METAL "C" CHANNEL �t7 EXISTING MALL BULKHEAD ILLUMINATED CHANNEL LETTERS FIN15H P-1 BY G.G. TRIM W/ DECORATIVE MTL. BOLTS ® W1TH ACRYLIC FACES 12" O.C. SHOP PRE -FINISHED P-3 2"X2" TOP GLAZING CHANNEL, SHOP PRE -FINISHED P-3 0 0 0 0 0 a 0 0 a 0 0 0 a a a 0 a a a a a a 0 0 0 a a I � 0 p 6WB BULKHEAD BEYOND 0 a 0 I I ° 0 0 a o a a a a 0 a a a a 0 0 a \__ a PRE-FAB SIGN A55EMBLY 0 EXISTING MALL 0 SEE DETAIL 4/56I 0 ACRYLIC NEUTRAL PIER a GLASS CLIPS, TYP. 0 \� a OPEN TO BEYOND. o 6" IV CHANNEL ° \ � a TRIM SHOP \� PRE -FINISHED P-3 0 NEW GONT. 5" METAL "C" CHANNEL TRIM YV ° \ j 0 DECORATIVE MTL. BOLTS - SHOP PRE-FIN15HED P-3 0 0 0 NEW 1/2" CLEAR TEMPERED PLATE GLASS 6L 0 0 NV POLISHED EDGES 4 BUTT JOINTS ! a 0 a a A5 o LINE OF MALL FIN. FLOOR a 0 0 0 0 I ==I a 01=='z I 10'-0" L N NO BASE AT LINE OF DRYWALL WALL ON TOP BULKHEAD ABOVE - OF PLATFORM EDGE OF I RAISED - PLATFORM 1 I j LEASE LINE 61l L *Ea. a 9 26-2 3/4" I � I OF STOREFRONT i A'1 I I I I I I I I I I I I CENTERLINE dF I OVERHEAD I 6RILLE I I LINE OF I —0-CHANNELI IABOVE ► �, I �., LINE OF 516> EVE I - NOTE. * DENOTES THAT THE STOREFRONT BASE DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BOTTOM GLAZING CHANNEL IN 26'-2 STOREFRONT nsilam Viol : > _ . r V NOTE- ... w OW-1 . rA i-. , ar 4 LINE OF DRYKALL EXTENT OF TENANT Ab BULKHEAD ABOVE NO BASE AT FLOORING EDGE OF RAISED nFF , '" ' ON TOP OF PLATFORM PLATFORM �. TILE FLOORING t I FjT � I �Nkz:1- -EXTENT OF EXISTING MALL FLOORING 6" 'G' CHANNEL TRIM SHOP PRE -FINISHED 11 0 in EXISTING MALL OUTLET TO REMAIN mmoliC� i I` ---' ,alb 1/4" EXISTING MALL NEUTRAL PIER 6" 'G' CHANNEL TRIM SHOP PRE -FINISHED P-3 5/4" "F" REGLET REVEAL BY G.G. m 5/5" MDF COLUMNS, PROVIDED BY G.C. P-3 FINISH NO BASE AT FLOOR CENTERLINE OF J GRILLE I? 'k- r iv CONTINUOUS S" METAL S„ 'G' GHANNEL TRIM. SHOP PRE -FINISHED P-3. STOREFRONT r O 4" X 4° STEEL TUBE COLUMN SUPPORT WITH GRILLE GUIDE TRACK - SECURED TO FLOOR SLAB AND STRUCTURE ABOVE AS REQUIRED BY MFR. r"` I/2" CLEAR TEMPERED PLATE GLASS SET IN 2' X 6" BOTTOM GLAZING BASE SHOP PRE -FINISHED P-3 NOTE: ROLLING GRILLE SHALL BE EGUIPED WITH AN EMERGENGY RELEASE DEVICE TO PROVIDE EMERGENGY E6RE55. IT MUST BE OPENABLE TO A MINIMUM OF 6-8" AND STAY AT THAT HEIGHT. FACE OF DEMISING WALL 6" 1/4" CLEAR FLAME RETARDANT 5/6" MDF — FILLER PIECE - FIELD OUT AND P-3 FINISH. FLAME RETARDANT 5/4" MDF ---COLUMNS.ALLEDBC FINISH. PROVIDED AND f I/2"A55 CLEAR TEMPERED PLATE 6LSET IN 2"x6" BOTTOM GLAZING BASE. SHOP 6PRE-FINISED P-3 EXISTING MALL�� NEUTRAL PIER CURVED LEASE LINE MALL FLOORING TO 'G' CHANNEL AND 6" CONTINUOU5 METAL 'C' GLAZING BASE CHANNEL TRIM. SHOP PRE -FINISHED P-3 H'T STOREFRONT DETAIL Af: Scale: 1 1 /2.1 c 1._®.. FACE OF DEMI5ING WALL FLAME RETARDANT 5/6" MDF FILLER PIECE - FIELD OUT AND P-3 FINISH. FLAME RETARDANT 5/4" MDF COLUMNS. P-3 FINISH. PROVIDED AND INSTALLED BY THE G.C. c ------------- 1/2" CLEAR TEMPERED PLATE GLASS SET IN 2"x6" BOTTOM GLAZING BASE. SHOP PRE-FINISED P-5 CURVED LEASE LINE 6"f CONTINUOUS METAL C CHANNEL TRIM. SHOP PRE -FINISHED P-3 1/4" CLEAR-ib 6" 5/4" "F" RE&LE IIII��II SAL BY G.G. EXISTING MALL NEUTRAL PIER rn uti r 0 �V < t B-31-05 ENEWAL AT OF C Architect + < -, z CORTLAND MORGAN, ARCHITECT, AIA z 6M Woodland Drive � Dalla% Texas 7=5 p3 Q Project Coordinators La---%m1* Grubb_ Laani Grubb Management Services, Inc. E 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412.243.3430 • Fax: 412.371.1586 Project Aeropostale o Westfield MainPlace o Space #656 Santa Ana, CA I r Title STOREFRONT PLAN, ELEVATION & DETAILS Date 4-29-05 Drawing # r" Rev 6-17-05 LGA Job # 05038 A6 IL' O m f EXI5TIN6 STRUCTURAL BEAM z/ . / .I."l.. `T.. NEW 16 GAUGE 6" BOX BEAM BY 6.0. FASTEN TO BOTTOM FLANGE OF EXI5TIN6 STEEL BEAMS EXI5TIN6 MALL DUCT 5/5" GYP. BD. ON 3 5/5" MTL. STUDS @ 16" O.G. HUNG FROM STRUCTURE ABOVE. PAINT. 10'-5" AFF q'-11" AFF PROVIDE 5/5" TYPE 'X' 6YP. WALL BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT EXI5TIN6 PATCH AND REPAIR IF DRYWALL 15 EXISTING TO MAINTAIN A SMOKE BARRIER (TYP) NOTE: DO NOT ATTACH TO DECK; ATTACH TO L I� STRUCTURE ONLY. SENSOR BAR FOR 5EN50RMATIG SYSTEM. PROVIDED 4 INSTALLED BY 5EN50RMATI6. COORDINATED BY G.C. PENDANT MOUNTED TRACK L16HTIN6 - SEE UN15TRUT TRACK HANGIN6 DETAIL 2/A4 FLUSH ACCESS PANEL FOR OVERHEAD GRILLE ACCESS, PAINT TO MATCH ADJACENT FINISHES, FIELD LOCATE AS PER MFR, 5FEC'5 MIN. OVERHEAD GRILLE SLOT DIM. TO BE VERIFIED W/ GRILLE MFR. CENTERLINE OF OVERHEAD GRILLE TRACK ENTRY COLUMN BEYOND. PAINT P-3 ALL AROUND. In 2'-611 CENTER OF DOOR, FER OF 5TOREFRO' TENANT FLOORING I STOREFRONT SECTION 7 J Scale: 3/4vt � l a- as , UNDERSIDE OF EXI5TIN6 DECK ABOVE (FIELD VERIFY) PROVIDE 20 GAUGE 3 5/5" MTL. STUDS @ 16" O.G. AND DIAGONAL BRACING AS REQUIRED- FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #5-15 5GREW5 (TYF) EXT6. MALL CEILING 4 BULKHEAD FASCIA (FIELD VERIFY). NEW 5/5" DRYWALL BULKHEAD BY G.G. PAINT P-1 6" CONT. 'C' CHANNEL TRIM w/ DECORATIVE BOLTS 2X4 (ON SIDE) FIRE RETARDANT TREATED @ 16" O.G. 1-O 4 3 1/2"x3 1/2" TUBULAR STEEL SUPPORTS SIGN BOX AND HOU5E5 FEED WIRE TO SIGN BOX - SHOP FINISHED P-3. FACE OF NEUTRAL PIER BEYOND 1/2" CLEAR TEMPERED PLATE GLASS W1 POLISHED ED6E5 BEYOND EDGE OF 5" 'G' CHANNEL TRIM W1 DECORATIVE BOLTS BEYOND EXISTING CURVED LEASE LINE 6LAZIN6 BASE BEYOND F--- FIN. FLOOR @ MALL AREA EXTENT OF MALL FLOORING t � 1/2" TEMPERED PLATE GLASS BY GENERAL CONTRACTOR CURVED LEASE LINE DRY GLAZING GASKET SHOP FINISHED F-3 ALUMINUM I GLAZING RAIL BASE BY AERO VENDOR. INSTALLED BY G.C. 13'-"7" AFF w 0 %J - � cv O NOTE: ROLLING GRILLE SHALL BE EG2U I PED WITH AN EMERGENGY RELEA5E DEVIGE TO PROVIDE EMERGENGY E6RE55. IT MUST BE OPENABLE TO A MINIMUM OF 6-8" AND STAY AT THAT HEIGHT. WHITE CEILING GRID SEE DETAIL 3/A4 SURFACE MOUNTED TRACK LIGHTING ON DRYWALL BULKHEAD �y C�11 LEASE LINE 6" 'G' CHANNEL P-3 SHOP FINISHED + NI/I r I FIRE RETARDANT TREATED CONTINUOUS BLOCKING AS REQUIRED 2" X 2" SHOP FINISHED P-3 GLAZING CHANNEL W/ GLAZING RUBBER SUPPLIED BY AEROP05TALE, INSTALLED BY GLAZING SUBCONTRACTOR- ANCHOR SECURELY. AFF rn zs O a r c 0 ' RTLAN A m RE STEAL OF C Architect < z CORTLAND MORGAN, ARCHrrECT, AIA � WO WoodlaW DrWe DaRim Sens 3W 1 �V Q Project Coordinators Lanmi I Grubb Lami Grubb Management Services, Inc. 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412.243.3430 • Fax: 412.371.1586 ri Project ADf!=AinPlace, o W o ;;pSa Title ® STOREFRONT -� SECTIONS & DETAILS Date i 4-z9-a5 Drawing # Rear 6-17-05 � ' LGA Job # 05038 a Q FEa Ftlo PREFAB, FREE5TANDIN6 BENCH 2'-0' PREFAB, FREE5TANDIN6 BENCH 2'-0" 01 10 STRD. FITTING ROOM ELEV. Scale: 1 I2" ® 1 •®+D'® a � d s! s i, a a � a "In / MCI• � 11 ! . 0 .. _ ... ,1..... .. APPLY CLEAR 51LICONE - ALL 51DE5 BETWEEN MIRRORS 4 'C' CHANNELS - TYP. APPLY CLEAR SILICONE - ALL SIDES BETWEEN 'C' CHANNELS 4 PARTITION WALLS - TYP. Irs �• • I r • • ♦R • "'" -i • r • i i i• is r - � � r • it r ,. i r rr ♦i rr r ♦ ♦ ' r . .- -i i • • ii • •r iir i -' • -, r ' - , r - i ,ram r "i • i I r i r• " " i i r • ri' 0 m 4 MIRROR C-CHANNEL TRIM PAINT T APPLY CLEAR SILICONE - ALL SIDES BETWEEN MIRRORS 4 'C' CHANNEL5 - TYP. APPLY CLEAR 51LICONE - ALL SIDES BETWEEN 'C' CHANNEL5 4 PARTITION WALL5 - TYP. SEE Fl=f;M PLAN FOR SPECIAL WIDTH. TOP OF PANEL TO AL16N WITH TOP OF PERIMETER FIXTURE. U-CHANNEL FRAME (WHITE) NOTE: IN5TALLE0 ON FIRST 5ALE5 AREA D15PLAY SHELF UNITS NEXT TO STOREFRONT RA15ED PLATFORM $ AT EITHER 51DE OF FLAT FEATURE WALL LOCATIONS, 5EE OTHER DE516NATED LOCATIONS ON SHEET A2. GENERAL NOTES: Toilet: Ensure that the fixture is fully functioning. Glean completely. Notify the Director of Construction if there are any cracks or leaks. Ensure that seat is existing, complete, level, clean, and 15 properly attached. Sink: Ensure that the fixture 15 fully functioning. Fixture must be securely attached to the wall. Glean oil components. Faucet: Ensure that faucet is fully functioning. Glean all components. Faucet to be securely attached to fixture. Ensure there are no leaks from faucet. i°' a• • r • � - • ♦� it • • - rr -r s i • it si, r � •♦ � - .. ,. • i rs r i -i i i Paper towel dispenser: Always replace if one is existing to ensure conformity across stores. TP holder: Make sure fixture is securely attached to wall and that it has a working spindle. Mirror: Make sure fixture is securely attached to the wail and free of cracks. Clean fixture. Scale: 1 /2" = 1 B TH 00 ' C O1 i I O EN 1 SCHEDULE Mark Item Model # Extg. ARed�lace/ Notes: A Toilet See Mechanical Sheets Yes Yes Add one new Toilet Seat See Mechanical Sheets Yes Yes Add one new B Sink See Mechanical Sheets Yes Yes Add one new G Lever Handle Faucet See Mechanical Sheets No Yes Add two new D Pipe wrap See Mechanical Sheets No Yes Add two new E Grab Bars Bobrick 5-5&06x36 4 15-5S06x42 Yes Yes Add one new set F Mirror Bobrick 5-210-036 Yes Yes Add one new G Paper Towel Di5p. Bobrick 5-262 Yes Yes Add one new H TP holder Bobrick 8-2130 Yes Yes Add one new Water Heater See Mechanical Sheets No No - Insta-Hot See Mechanical Sheets Yes Yes Add one new Exhaust Fan See Mech./Elec. Sheets Yes Yes Add one new J 2 Shelves 2 12"x36" white melamine. on.oce Yes Yes Add one new Service Sink See Mechanical Sheets No No - Water Cooler See Mech./Flec. Sheets Na Yes 1 Add one new occ. Roup- co 'STR.TVPi j C DE EDITt 1 FLOOD co U� C ' 51u19 ° .3_ 1-05 aENE L ®q Architect r OF' ��`�-� I CORTLAND tit , ARCHITECT, A!A � 6MO W z rs Project Coordinators a La 1® rubb Lauri Grubb Management Services, Inc, 100 East Swissvale Ave, Pittsburgh, PA 15218 CL Phone: 412.243.3430 • Fax: 412.371.1586 Project Aeropostale Ul Westfield MainPlace Space #656 � - Santa Ana, CA r Title FIXTURE -7 I DETAILS Date Rev 4-29-05 6-17-05 LGA Job # 05038 lu X Drawing # t- 0 z PERPENDICULAR TO FLUTE WALL FINISH BY ADJACENT TENANT (@ VEMISINS, PARTITION ONLY) WALL FINISH BY ADJACENT TENANT (0 DEMISING PARTITION ONLY) 41 CONT. 16 6A. STEEL PLATE To SPAN PLUMS 5/6" &YPSUM 50ARD T`f`FE llX'l-BOTH SIM KALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE 5 5/6HX20 57A. STEEL STUDS @16" O.G. TO FLUTE 5 5/6"X20 CPA. STEEL STUDS 0 161, O.C. KALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE 5/6" &YPSUM BOARD TYPE "XII-BOTH SIDES 5 Wall, 20 6A. CONT. UNPUNCHED TRACK FIRESTOP SEALANT (50TH SIDES) GONG. SLAB I < 'I/52" SHANK VIA. RAMSET @ 16" O.C. 1-5/611 < PENETRATION (450 REPORT # 16591) < U.L. NO. U465 (SEE DETAIL WA90 UBC TABLE 1-5, ITEM NO. 16-1.1 TYPICAL 1-HR RATED PARTITION x 2 lal 2100 i. TWX 5/5"X20 6A, CONT. 4PUNCHED TRACK XISTINO METAL DECK �3 SALES/STOCK PARTITION V A9 I Scale: 3 =I 111-011111 25/4 WIRE TIE PERPENDICULAR TO FLUTE < EXISTIING FULL HEIGHT PARTITION PLATFORM 15 DESIGNED FOR 100 P5F LOADING. ADJACENT WALL - DRYWALL WITH METAL STUDS 6" CONTINUOU5,JOI5T TRACK ALONG WALL. —5/5" U5& FIBEROCK (5YP5UM BOARD �,5'-O" AFF —WATERPROOF DRYWALL CEILING AND MLL5 IN RE5TROOM. FAINT P-1. 2x6 16 6AU6E STRUCTURAL METAL 5TUD5 AT 12" O.C. AT EACH METAL JOIST - 51/2" HIGH CLIP ANGLE WITH (3) #6 HEX 5rREA5 PER SIDE 16 GAUGE METAL STUDS AT 12" O.C. DRYWALL - FAINT P-1. ENNAM-501kAft EXIST. METAL ROOF DECK MAX. +221- 0il .F.F. MAX 206A. SLIP TRACK Vil ( 186A.x2" INIVExIb" LONG (2)-#10 TEKS To 126A. FLAT STRAP PLATE PLATE @ 24" O.C. ATTACHED To DECK YV(I)-#Io TEK EACH FLUTE 5 5/6"X206A. (05J TYPE) STUD 0 161, O.C. -Z va;n (2)-#10 TEK (2)-#10 TEK SCREWS, TYP.-\ 50REAS, TYP. EXIST. METAL 5 5/6"x2O&A. (05.1 5 5/6"x2O&A. (65J TYPE) BRACE @ TYPE) BRACE @ 46" O.G. TO T/(E) 45" O.C. TO T/(E) +11'4" A.F.F +11'-b" A.F.F ++ TRU!55 OR PURLIN TRUSS OR PURLIN + (4)-#10 TEK SCREWS, (4)-#10 TEK 5CREA5, TYP. . (2)-5 5/8NTYP 206A, METAL W-5 5/6"x206A. METAL STUDS (05J) CONT. STUDS (CISIJ CONT. PARALLEL TO ROOF PERPENDICULAR TO KO DECK ELUTE DIRECTION DECK FLUTE DIRECTION FULL HEIGHT PARTITION WALL ATTACHMENTS SM AFWM. FOR ALL W-A f*AFV1'n0N KALL LOOAVONS FULL HEIGHT WALL BRACING DETAIL k,A9j Scale: 3/4" = 1 %0" EXISTING FIRE -SPRAYED METAL PECK 12 WAGE AIRE HANGERFOR T-BAR INT5TALLATION (TYP.) COMPRE55ION STRUT REQUIRED AS A PART OF LATERAL FORCE BRACING r_�LU O u_ NOTES: (oil zi < "1/32" SHANK VIA. RAMSET @ 1611 O.C. 1-5/611 < PENETRATION < TOILET ROOM PLUMBING CHASE PARTITION 1 Y2" CHANNEL, 4'-0" O.G. MAX., 5'-Oi'MAX. SPAN FOUR AAY SPLAY BRACE Y41RE5 AT HORIZONTAL RESTRAINT POINTS NOT MORE THAN 12 FEET ON CENTERS IN BOTH DIRECTIONS EXISTING METAL DECKING AND CONC. STRUCTURE ABOVE PATCH AND REPAIR EXISTING FIRE PROOFING TO MAINTAIN A ONE (1) HOUR REQUIRED 5EFERATION (TYP.) bit 1 1/4" LONG SHOT FINS @ 16" O.C. - IGBO IAX. #RR244125-T HILTI #2562 OR RAM5ET REDHEAD #22665 I Y_," STEEL T-BAR CROSS RUNNER 5/6' TYPE 'X'r--Y6 FIRE -RATED CEILING ASSEMBLY 5/6' TYPE 'X'6YSIB BOTH 51DE-5 ON 20 GAUGE 3 SO' METAL5TU05 @ W' O.C. FULL HEIGHT TO DECKING ABOVE. STOCK ROOM PARTITION GAB TO BE EXTENDED 6" ABOVE CEILINGS - PARTITION INDEX 'B'EX15TINC7 DEM15IN6 PARTITIONS BAD" TYPE X FIRECODE 6V6 TO 5TRUCTURE ABOVE AND FIRE5EAL TO MAINTAIN ONE HOUR RATED SEPERATION (TYP) - PARTITION INDEX 'A' 1 1/4" LONG SHOT FINS @ 16" O.C. INTO CONC FL OOR - 1050 #RR24,123-T HILTI #2562 OR RAM5ET REDHEAD #22665 EXISTING CONC. FLOOR 1. HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 6AC7F (MIN.) AIRES SECURED To THE MAIN RUNNER WITHIN 2 INCHES OF THE OR055 RUNNER INTERSECTION AN5 SPLAYED qO DE6REE5 FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. 2. FIXTURES SHALL NOT BE SUPPORTED FROM MAIN RUNNERS OR OR055 RUNNERS. FIXTURES SHALL BE INDEPENDENTLY SUPPORTED. 5. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF & INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT 15 NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND To THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DE516N LOAD OF NOT LE55 THAN 200 POUNDS OR THE ACTUAL VE516N LOAD, WHICHEVER 15 6REATER, WITH A SAFETY FACTOR OF 2. REFER TO UBC STANDARD SECTION 25,212.5. 00, NOTE: DO NOT ATTACH ANY FRAMING TO DECK; ATTACH TO 5TRUCTURE ONLY. ------- Architect < _10 A CORTLAND MORGAN, ARCHITECT, AIA 6910 WoodharW Drive DaHa% Ts 7=5 W4068-3687 -4k N V 0 Project Coordinators L m *1 urubb Lami Grubb Management Services, Inc. CL 100 East Swissvale Ave, Pittsburgh, PA 15218 4 Phone: 412.243.3430 • Fax: 412.371.1586 4 Proj ect A�eropostale Westfield M i lace Space #656 Santa Ana, CA Title e WALL SECTIONS & DETAILS Date - 4-29-05 Drawing # 411 I Rev 6-17-05 LGA Job # 05038 --------- -- ---- - - FA I M�� ---------------------- 4il-�I_`3n �I_�4n POSMON MOUNTING CHANNEL ON BACK WALL. - ACCORDING TO DWG# 14330 SHEET 1 OF 4. MUST BE SQUARE AND PLUMB. SECURE USING EITHER #10-1 1/2- PAR77CAL BOARD SCRE4t' FOR SOLID WALL APPLICATIONS OR 3116- x 2' TOGGLE BOLTS FOR HOLLOW WALL APPLICATIONS. TYP (4) PLACES PER CHANNEL 9A FLOOR PLATES (10) ARE TO BE POSITIONED AND ANCHORED TO THE FLOOR PRIOR TO SECURING THE FRONT PANELS, ONCE ANCHORED TO THE FLOOR, ANCHOR UPRIGHTS USING 114-20 x 112- PL, PH, S—TAP, ZP Assembled Fitting Room Shown w o Doors 1- BRACKETS TO BE SECURED BY (4) 1/2- P.H. SELF —TAPPING LOW PROFILE, WASHER HEAD, SHEET METAL SCREWS TYP (2) PLACES db "L" Bracket Detail FLOOR PLATE SLOT TO ADJUST PANEL HEIGHT IF NECCESSARY -r- BRACKETS TO BE SECURED BY (5) 112- P.H. SELF —TAPPING LOW PROFILE, WASHER HEAD, SHEET METAL SCREWS TYP (3) PLACES "T" Bracket Detail Floor Plates As Seen From Inside 1 — POSITION (5) WALL MOUNTING CHANNELS (35463) ACCORDING TO DWG# 14330, SHEET 1 OF 4. MUST BE SQUARE & PLUMB TO BACK WALL. 2 — PLACE FR 1 (WOOD SIDE) INTO CHANNEL & SQUARE FR 1 TO BACK WALL AND FLOOR, TYP BOTH FR 1 PANELS 3 — ONCE FR1'S ARE SQUARED, INSERT (3) REMAINING FR2 PANELS INTO (3) REMAINING WALL MOUNTING CHANNELS (MOUNTED ON BACK WALL). BENCHES MUST BE IN PLACE BEFORE CONTINUING WITH THE EXCEPTION OF THE HANDICAP BENCH. 4 — PLACE FR3 PANEL (RIGHT SIDE OF FITTING ROOM) IN PLACE SO THAT THE (3) CHANNEL BRACKETS ACCEPT THE FR 1 PANEL. ADJUST THE FR 1 PANEL SO THAT THE FR3 PANEL IS FLUSH WITH ANY ADJACENT STRUCTURES. MIN 61 718"-62 1/2" MAX FROM BACK WALL TO FRONT OF FR3 PANEL. 5 — FR3 PANEL MUST ALSO BE PLUMB. (MAKE CERTAIN THAT THE SLOTTED HOLES ARE ON THE FLOOR SIDE FACING THE BACK WALL) 6 — HOLDING FR3 PANEL IN PLACE, POP A CHALK LINE, PARALLEL TO THE BACK WALL, FROM THE FRONT OF THE FR3 PANEL. REMOVE FR3 PANEL TO MOUNT FLOOR PLATES. 7 — USING (FR9 & FR10) RIGHT AND LEFT HEADER ASSEMBLIES, THE MOUNTING BRACKETS ON THE HEADERS SHOULD LINE UP EXACTLY WITH THE LOCATIONS OF THE FLOOR PLATES. 8 — FLOOR PLATES ARE TO BE POSITIONED SO THEY CAN BE BOLTED FROM THE BACK SIDE OF THE FACE PANELS (FR3, FR5, FR6, FR7, FR11) THRU THE SLOTTED HOLE. (2 112" SIDE OF FLOOR PLATE FACING THE BACK WALL) 9 — ONCE HOLE LOCATION IS DETERMINED, DRILL LAG HOLES TO MOUNT FLOOR PLATES. PLATES ARE TO BE MOUNTED USING LAG SCREW, 5116" x 1" ZINC PLATED, 5116" WASHER, & PLASTIC LAG INSERT 10— AFTER FLOOR PLATES ARE SECURE, PLACE FR3 PANEL OVER FLOOR PLATE TO FULLY CONCEAL PLATES. USING PROVIDED 114-20 x 112" SELF TAPPING SCREW (62014), SECURE PANEL TO FLOOR PLATE. 11— DRILL 9/32"0 HOLE THRU EXISTING HOLES 1N FR3 CHANNEL BRACKETS (3) (VISIBLE FROM INSIDE FITTING ROOM). SECURE USING 114-20 x 1 112" HH BOLT AND 114-20 ACORN NUT (TYP 6 PLACES). 12— PLACE FR5 PANEL IN PLACE TO ONCE AGAIN FULLY CONCEAL FLOOR PLATES. 13— CHECK TO MAKE CERTAIN THAT YOU HAVE THE APPROPRIATE DOOR WIDTH. 14— USING PROVIDED 1 " x 1 518" x 3 314", 11 GA, CHANNEL BRACKET, MARK THE POSITION OF ALL (3) BRACKETS, ON THE FR5 PANEL, USING THAT OF FR3 AS A REFERANCE TO THE BRACKET LOCATIONS. 15— REMOVE FR5 PANEL TO ATTACH CHANNEL BRACKETS (TYP 3 PLACES) TO FR5 PANEL USING #10 x 518" FH SHEET METAL SCREW, MAKING CERTAIN THAT BRACKETS ARE BEING PLACED ON SLOTTED HOLE SIDE, 16— PLACE FR5 PANEL OVER FLOOR PLATES TO FULLY CONCEAL PLATES. CHANNEL BRACKETS, ON THE INSIDE OF PANEL, MUST ACCEPT FR2 PANEL. 17— USING 1 f4-20 x 112" SELF —TAPPING SCREW, SECURE PANEL TO FLOOR PLATE. 18— FR2 PANEL MUST BE SLID AWAY FROM BACK WALL TO FULLY BOTTOM INTO CHANNEL BRACKETS ON FR5 PANEL. 19— DRILL 9132"0 HOLE THROUGH EXISTING HOLES IN ALL (3) CHANNEL BRACKETS, NOW ATTACHED TO THE INSIDE OF PANEL. SECURE USING 114-20 x 1 112" HH BOLTS AND 114-20 ACORN NUTS PAINTED TO MATCH. 20— REPEAT STEPS 12-19 FOR REMAINING FR5, FR6, FR7, & FR11 PANELS. 21— POSITION FR9—RIGHT HEADER ASSEMBLY WITH TABS FACING THE BACK WALL. REPEAT THIS STEP FOR FR 10—LEFT HEADER ASSEMBLY. CONNECT THE TWO USING HEADER CONNECTOR 22— STARTING FROM THE FAR RIGHT SIDE OF THE HEADER, ALIGN TABS WITH PREDRILLED HOLES IN THE BACK SIDE OF THE FRONT PANELS. SECURE USING 5116-18 x 112" HEX WASHER HEAD, SELF —TAPPING SCREW. CHECK FOR APPROPRIATE DOOR WIDTH. 23— SECURE FR 1 & FR2 PANELS TO WALL MOUNTING CHANNEL USING EITHER THE 118 x 112" ROUND WASHER HEAD PHILLIPS, SELF —DRILLING OR PREDRILL 9132"0 & USE 114-20 x 1 1/4" HH SCREWS WITH 1 f4-20 ACORN NUT. 24— PLACE "L" & "T" BRACKETS IN PLACE ON TOP OF HEADER AND SECURE USING #8 x 112" ROUND WASHER HEAD PHILLIPS, SELF —DRILLING. 25— MOUNT HINGES & STRIKER PLATE USING PROVIDED HARDWARE PROVIDED. "DO NOT MOUNT HINGES TO DOOR FIRST" 26— MOUNT DOORS ON ALREADY MOUNTED HINGES USING PROVIDED HARDWARE. 27— INSTALL LOCKSET ACCORDING TO ITS ENCLOSED INSTRUCTIONS & HARDWARE. 28— MOUNT FITTING ROOM DOOR HOOKS ON THE OUTSIDE OF THE DOOR, CENTERED, AND 10" FROM TOP OF DOOR, USING PACKAGED SCREWS. REV, DESCRIPTION BY DATE er Garcy Corporation East Division A division of RHC1S acemaster Corporation {� 1016 Rushwood Court 1000 GarDy Boulevard Lexington, KY 40511 Piedmont, Alabama 36272 TOLERANCE UNLESS OTHERWISE NOTED 2 PLACE DECIMAL 1.010; 3PLACE DECIMAL t.OB5; FRACTIONS tt164; ANGELS W-V THIS DRAWING ANF INFORMATION CONTAINED THEREON ARE AND REMAIN THE PROPERTY OF THE GARCY CORPORATION AND ARE NOT TO BE COPIED, REPRODUCED, OR DISCLOSED TO OTHERS WITHOUT EXPRESSED WRITTEN CONSENT. DWG NAME: Fitting (loom 6-1" x 1T-11 3/4" x 6-1" SHEET: 2 OF 4 REF. DWG: Aeropostale d ADDED 5 MORE TOGGLE BOLTS AND 14 MORE #14 SCREWS GAG 6127t01 DRAWN BY: C.Garcfa APPROVED BY: DATE: 01-22-01 FINISH: See piece pail. punts REV REDRAWN TO EXPAND HANDICAP FITTING ROOM 2" FOR ADA CODES CAG 09-22-09 CHECKED BY: SCALE: NTS DWG NUMBER: R-14330 1i.1 IV PLBG NG NO N .- [LIEW-AwMA, ►A Project Coordinators e La--%mi* urubb f Lami Grubb Management Services, Inc. E 100 East Swissvale Ave, Pittsburgh, PA 15218 fl Phone: 412.243.3430 • Fax: 412.371.1586 `T Project Aeroposta.le o Westfield MainPlace O Space #656 Santa Ana, CA '= j Title ® FITTING ROOM DETAILS to Date i 4-29-05 Drawing # lu Rev Ip 6-17-05 t LGA Job # ' 05038 A10 Q J A METAL MESH. SECURED UNDER TRIM PIECES TOP, BOTTOM, AND 51DE5. DECORATIVE6" METAL V CHANNEL TRIM YV BOLTS BOTTOM &WEAVfit L2" X 2"X 1/4" AT EACH TS POST L 3"X3"X 3/16" THRU BOLTED @ BAR JOIST $ GATE SUPPORT TUBE N13/8" GRADE #5 BOLTS AT EACH TS POST (TYP) �--- T5 4X4 f--------- ---------------- CROSS BRACING EXISTING EXISTING J015T JOIST GN PLAN (ip�Sle: TT SCALE T5 4"X4"XI/4" BY &]. 4"X5"XI/2" ALUMINUM PLATE AND SUPPORT ARM r { ' BOLTED TO 4X4 POST BY 6.1. W/ 5 1/2 "LONG BOLTS 1 1/2"0 (15 TAP) SUPPLIED BY S.C. SUPPORT ARM INSTALLED BY 6.1. z 1/4" t— w SUPPORT ARM TS 3-1/2" X 3-1/2" X 1/4'" SUPPLIED BY 5.0. IL 1/2"X 6"X S" BY 5.0. 6061 T6511 ALUMINUM PLATE BY 5.0. SUPPORT ARM $ MOUNTIN6 PLATES BY 5.0. INSTALLED BY 6.1. ee3SECTION THROUGH SIGN ARM SW1 cale:3"=I'-Oar 10" _ 11/21" 31/2" 31/2" 1112" T5 4"X4"XI/4" E 1/2"X5"XIO" FOUR 1/2" DIA KWIK BOLT STUD ANCHOR. MIN DEPTH OF EMBEDMENT 15 2 1/4". _ USE 3" BOLT MIN. C'S w u.a i 1/4" FLOOR PLATE DETAIL 4" E.O. E.Q. E.Q., , , E.Q. V (b° tfl2H INTERNALLY ILLUMINATED CHANNEL LETTERS. P-4 (RED) FACE5 AND 51DE5. 0 0 0 0 0 0 0 0 0 0 0 0 0 RECE55ED DOWN LIGHT5 MOUNTED L IN THE BOTTOM OF THE 516N BOX - TRIM RING TO MATCH COLOR OF BOTTOM P-3 5UPPLIED 4 1 SIGN ELEVATIONINSTALLED BY SIGN CONTRACTOR SGI J Scale: NOT TO SCALE al it CURVED L LEASE LINE fE 4"x8"xl/2" ALUMINUM PLATE 5 1/2"LONS, BOLTS 1/2"0 (15 TAP) T5 3"X3"XI/4" ALUMINUM TUBE 1/4" SIGN ARM ATTACHMENT PLATE Scale: 3"'= °-C" ��WFLSJL'40 __N lww! — 11/2"LONG BOLTS 1/2"0 (15 TAP) SIGN ATTACHMENT A PLATE A Scale: 3"=1 ' BOLTED CONNECTION Al 3/5" GRADE #5 BOLT5 L 2"X2"XI/4" AT EACH T5 P05T (THIS MEMBER 15 NEEDED ONLY IF NO BOTTOM CORD BRACING 15 PRESENT) BOLTED CONNECTION Al 3/6" GRADE #5 BOLTS EXI5TIN6 JOIST- L 3"X3"X 3/16" AT EACH T5 P05T W1 BOLTED CONNECTION 5 3/5" GRADE #5 BOLT5 T5 4X4 OVERHEAD ROLLING GRILLE CONDUIT BY 6.0.'5 ELECTRICAL CONTRACTOR TO "J" BOX AT CEILING LEVEL 4" X 8" X 1/2" it ATTACHED TO SUP ARM BY .G. X " X 1/4" ALUMINUM SUPPORTS FOR 516N BOX AND AHOU5E5 FEED WIRES TO 516N - PAINT P-3 SUPPLIED BY S.C. INSTALLED BY G.I. METAL MESH. SECURE UNDER TRIM PIECES TOP 4 BOTTOM WHITE TRANSLUCENT PLEXIGLAS- 1/4" THICK FLUORESCENT FIXTURES. SEE LIGHTING SCHEDULE FOR MORE INFO. BY S.G. INTERNALLY ILLUMINATED CHANNEL LETTERS WITH TRANSLUCENT FACES AND CLOSED BACKS, FRONT $ SIDES TO BE RED P-4 INTERIOR OF 516N5OX PAINTED BRIGHT WHITE S'-5" A.F.F. BOTTOM OF 516N 6" METAL IV CHANNEL TRIM Wl DECORATIVE BOLTS BOTTOM PANEL - ALUMINUM, SHOP FINISHED P-3 RECE55ED DOWN 1-16HTS MOUNTED IN THE BOTTOM OF THE 516N BOX- TRIM RING TO MATCH COLOR OF BOTTOM P-3 SUPPLIED 4 INSTALLED BY S.C. FIN15H TO BE PAINTED P-3 BY S.C.- Bill6rinstead - 4,50,44q.3726 - bgrinsteoLl@gescc.com dd A< Q A ,. .'� .. d. < V O d qd d d E 9 d .d < d _ < .<d a od d i a 4 --1!L EXTEND MG CONDUIT BEYOND END OF T5 f. 3'-0'r I. I LEASE LINE- 1 lN5TALL IN LEFT BRAGK�EE ONLY "X 3"XI/4" ALUMINUM BRACKETS AND PLATE5 SUPPLIED BY S.C. INSTALLED BY 6.1. SEE PLAN CUSTOM DIM. 17" TS 4"Xd fE I/2"X jft SIGN SECTION q'-6 1/2" A.F.F. CENTERLINE OF SIGN ARM NOTE: 516N COMPANY (5.0) AND GRILLE INSTALLER (6,1.) ARE AEROF05TALE VENDORS. 6.6. TO COORDINATE W/VENDOR5 SCHEDULES FOR INSTALLATION AND SCOPE OF WORK 6ENERAL NOTES: 1. COMPLETE 516N ASSEMBLY, SUPPORT ARM, 4 SUPPORT ARM TEMPLATE SUPPLIED BY S.G. 2. HOLES IN 4X4 POSTS FOR SUPPORT ARMS TO BE 51TE DRILLED BY 6.1. W/ 5.0 SUPPLIED TEMPLATE. 5.0 AILL SEND SUPPORT ARMS AND TEMPLATE TO G.G. TO GIVE TO 6.1. FOR INSTALLATION. G.G. TO COORDINATE INSTALLATION WITH 6.1. 3. 516N SUPPORT ARMS ARE SUPPLIED BY 5, C., DELIVERED TO 6.0. AND INSTALLED BY 6. 1, WHEN IN5TALATION OF 6RLLE 15 SCHEDULED. 4. ALL REMAINING STEEL FOR 516N AND GRILLE INSTALLATION 15 SUPPLIED AND INSTALLED BY 6. 1. 5. 516N A55EMBLY TO BE INSTALLED BY 5.0. 6. 6.C.'5 ELECTRICAL CONTRACTOR TO PROVIDE WHIP TO 516N THROUGH THE LEFT 516N BRACKET (LOOKING AT STORE FRONT). WHIP TO BE EXTENDED 3'-0" BEYOND THE END OF BRACKET, THROUGH THE BRACKET ITSELF, AND EXTENDED UP THE OUTSIDE OF THE COLUMN TO A JUNCTION BOX MOUNTED IN CEILING ABOVE COLUMN PRIOR TO 516N T INSTALLATION. WHIP 15 THEN INSTALLED IN 516N BRACKET AT TIME O THAT BRACKETS ARE BOLTED TO COLUMNS. , r- a •c RTl AN AN C- 519 o -31 Y05 8 ZTEA` ` � 'Cam CA�� C! Architect � Q z CORTLAND MORCAN ARCHITECT, AIA ., 6MO W z Dallas, Texas 7=5 (M)3W3W Project Coordinators w Lae-%mi* Groubb Lauri Grubb Management Services, Inc. 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412.243.3430 • Fax: 412.371.1586 ` cry Project ® Aeropostale Westfield MainPlace o Space #656 Santa Ana, CA r Title SIGN & POST DETAILS Date 4-29-05 Drawing # Rev � � 6-17-05 Q L%A. Job # 05038SGI z ac ' l� f f'r ABBREVIATIONS HVAC PIPING LINETYPE LEGEND AC AFF AMP AP BTU CBV CFH CFM CHW CHWR CHWS CLG CO CR CW DB DEMO DIA DiFF DWG DX EAT ELEC ELEV EMS EWB EWT EXH EXIST F FSD FCO FD FD FDC FFE FLR FPM FT GA GAL GC GPH HP iHT 11VAC (HZ i V KW LAT ACCU AHU AHUP BP CDWP CEF CHWP CID CPR CRP CH DHC ECH EF EHC ES EUH EWH FCU FPB AIR CONDITION (-ING, -ED) LBS POUNDS ABOVE FINISHED FLOOR LWB LEAVING WET BULB DUCTWORK AMPERE (AMP, AMPS) LWT LEAVING WATER TEMPERATURE ACCESS PANEL MA MIXED AiR BRITISH THERMAL UNIT MAX MAXIMUM SUPPLY DUCT UP CIRCUIT BALANCING VALVE MBH THOUSAND BTU's/HR CUBIC FEET PER HOUR MIN MINIMUM CUBIC FEET PER MINUTE MISC MISCELLANEOUS SUPPLY DUCT DOWN CIRCULATING HOT WATER NA NOT APPLICABLE CHILLED WATER RETURN NC NOISE CRITERIA CHILLED WATER SUPPLY NIC NOT IN CONTRACT SUPPLY DUCT UP THROUGH ROOF CEILING NTS NOT TO SCALE CLEANOUT OA OUTSIDE AIR CONDENSATE RETURN OBD OPPOSED BLADE DAMPER RETURN/EXHAUST/RELIEF DUCT UP COLD WATER ORD OVERFLOW ROOF DRAIN DECIBEL PH PHASE (ELECTRICAL) DEMOLITION RAC REOTL'URNYAIR CHLORIDE RETURN/EXHAUST/RELIEF DUCT DOWN DIAMETER DIFFUSER RD ROOF DRAIN DRAWING REC RECESSED RETURN/EXHAUST/RELIEF DUCT DIRECT EXPANSION REL RELIEF UP THROUGH ROOF ENTERING AIR TEMPERATURE RH RELATIVE HUMIDITY ELECTRICAL ELEVATION RM RPM ROOM REVOLUTIONS PER MINUTE MANUAL VOLUME DAMPER ENERGY MANAGEMENT SYSTEM SA SUPPLY AIR EXTERNAL STATIC PRESSURE SAN SANITARY ENTERING WET BULB SD SMOKE DAMPER ENTERING WATER TEMPERATURE SF SQUARE FEET MOTORIZED DAMPER EXHAUST SP STATIC PRESSURE EXISTING SPEC SPECIFICATION FAHRENHEIT ST STORM COMBINATION FIRE/SMOKE DAMPER STD STANDARD FIRE DAMPER W/ACCESS PANEL FLOOR CLEANOUT TD TEMPERATURE DIFFERENCE FIRE DAMPER TSP TOTAL STATIC PRESSURE FLOOR DRAIN TYP TYPICAL FIRE DEPARTMENT CONNECTION V VFD VOLTS VARIABLE FREQUENCY DRIVE FIRE/SMOKE DAMPER W/ACCESS PANEL FINISHED FLOOR ELEVATION FLOOR VSD VARIABLE SPEED DRIVE FEET PER MINUTE VOL VOLUME FOOT OR FEET VTR W VENT THROUGH ROOF WATTS SMOKE DAMPER W/ACCESS PANEL GAGE OR GAUGE W WITH GALLONS GENERAL CONTRACTOR W/o WITHOUT GALLONS PER HOUR HORSEPOWER WC WCO WATER CLOSET WALL CLEANOUT DUCT RISE (OR DROP) HEIGHT WT WEIGHT HEATING VENTILATING, AiR CONDITIONING HOT WAftft HERTZ EXISTING DUCTWORK TO REMAIN INSIDE DIAMETER INVERT KILOWATT EXISTING DUCTWORK TO REMAIN LEAVING AiR TEMPERATURE jj""""``�� A � TAGS EXISTING DUCTWORK TO BE REMOVED ��.X���M��T 1 AVi� AIR COOLED CONDENSING UNIT GWH AiR HANDLING UNiT HU AiR HANDLING UNIT PUMP HUH BOOSTER PUMP HWP CONDENSER WATER PUMP IH CEILING EXHAUST FAN MAU CHILLED WATER PUMP PCWP CIRCULATING PUMP PHWP CONDENSATE PUMP AND RECEIVER PRV CONDENSATE RETURN PUMP REF CABINET UNIT HEATER RF DUCT HEATING COIL RH ELECTRIC CABINET HEATER RTU EXHAUST FAN SCWP ELECTRIC HEATING COIL SEP ELECTRONIC SENSOR SHWP ELECTRIC UNIT HEATER SP ELECTRIC WATER COOLER TF ELECTRIC WATER HEATER USF FAN COIL UNIT VAV FAN POWERED VARIABLE AIR VOLUME BOX WS EXISTING DUCTWORK TO BE REMOVED GAS WATER HEATER HUMIDIFIER HORIZONTAL UNIT HEATER HEATING WATER PUMP SUPPLY AIR TERMINAL INTAKE HOOD MAKE—UP AIR UNIT PRIMARY CHILLED WATER PUMP RETURN/EXHAUST/TRANSFER AIR TERMINAL PRIMARY HEATING WATER PUMP POWER ROOF VENTILATOR RELIEF EXHAUST FAN VAV BOX RETURN FAN RELIEF HOOD ROOFTOP UNIT SECONDARY CHILLED WATER PUMP HORIZONTAL UNIT HEATER SEWAGE EJECTOR PUMP SECONDARY HEATING WATER PUMP SUMP PUMP VERTICAL UNiT HEATER TRANSFER FAN UTILITY SET FAN VARIABLE AIR VOLUME BOX ACCESS PANEL VERTICAL UNiT HEATER WATER SOFTENER MECHANICAL VENTILATION M ECH-3 Project Name - Main Place Mail - Santa Ana,CA 04120/2005 MECHANICAL VEN71LATION A B C D E F G H I J K e ee (nOOA. e. • eel• ZONE SYSTEM•e-L • � e L -. mom Totals (For MECH-4) 4t},Jr 695 695 C Minimum ventilation rate per Section $121, Table 1-F. E Based on expected number of occupants or at least 50% of Chapter 101997 UBC occupant density. 1 lutist be greater than or equal to H, or use transfer air. Design outdoor air includes ventilation from supply air system and exhaust fans, w hich operate at design conditions. K Must be greater than or equal to (H - i), and, for VAV, greater than or equal to (H - J). THERMOSTAT TEMPERATURE SENSOR SMOKE DETECTOR LONG RADIUS ELBOW SHORT RADIUS ELBOW WITH VANES n 12/12l 12/12 12/12 ; x 12/12 12/12 12/12 12/12 12/12 M 12/12 FD 12/12 FSD 12/ 12--i--i SD 12/12 UP OR DN 12/12 l 12/12 Fel C1 E0 0 P FLOOR DRAIN ®FLOOR SINK W/HALF GRATE FLOOR SINK W/FULL GRATE 21 BALL VALVE X GATE VALVE t--J CHECK VALVE mail DRAIN VALVE 2-WAY VALVE SOLENOID VALVE MOTORIZED VALVE Q EMERGENCY GAS (yQ SHUT-OFF VALVE THERMOSTATIC/PRESSURE BALANCE MIXING VALVE E_TP] TRAP PRIMING VALVE 4' PRESSURE RELIEF VALVE 1�1 BUTTERFLY VALVE >1 GLOBE VALVE CIRCUIT BALANCING VALVE PLUG VALVE CHWR CHILLED WATER RETURN ANCHOR a REDUCER ----------------- CHWR----------------- CHILLED WATER RETURN (EXISTING) CHWS CHILLED WATER SUPPLY ----------------- CHWS ----------------- CHILLED WATER SUPPLY (EXISTING) jE PIPE FLANGE ► FLOW ARROW CD CONDENSATE DRAIN ------------------ CD ------------------ CONDENSATE DRAIN (EXISTING) HWR HOT WATER RETURN PIPE GUIDE STEAM TRAP (F&T) ----------------- HWR----------------- HOT WATER RETURN (EXISTING) HWRR HOT WATER REVERSE RETURN ----------------- HWRR----------------- HOT WATER REVERSE RETURN (EXISTING) AIR CHAMBER -r-r- THERMOSTAT WELL HWS HOT WATER SUPPLY ----------------- HWS----------------- HOT WATER SUPPLY (EXISTING) * WATER HAMMER RL REFRIGERANT LIQUID ARRESTER ® EXPANSION JOINT ------------------ RL ------------------ REFRIGERANT LIQUID (EXISTING) RS REFRIGERANT SUCTION WALL HYDRANT] ------------------ IRS ------------------ REFRIGERANT SUCTION (EXISTING) ---� HOSE BIBS FLEXIBLE CONNECTOR EXPANSION TANK TEST PLUG C..) WATER METER STEAM TRAP (THERMOSTATIC) t� FLOW METER VACUUM RELIEF VALVE QQ ��[[ f�'"''''��! (�( �'�/�i LEGEND THERMOMETER Q AQUASTAT ----------------------------- DOMESTIC COLD WATER PRESSURE GAGE p (' PRESSURE DOMESTIC COLD WATER (BELOW FLOOR/GRADE) REGULATOR _.._---------_ --_.---_—_—_—_--__...-- DOMESTIC COLD WATER (EXISTING) ---------------------------------- DOMESTIC HOT WATER k—v STRAINER 0 PIPE DOWN ---------------------------------- DOMESTIC HOT WATER (EXISTING) G GAS ------------------ G------------------ GAS (ON ROOF) (fzz:� PUMP 0 PIPE UP G GAS (EXISTING) _---------------- G------------------ GAS (EXISTING ON ROOF) SANITARY SEWER (ABOVE FLOOR/GRADE) P# PLUMBING FIXTURE TAG 0 TEE DOWN SANITARY SEWER (BELOW FLOOR/GRADE) SANITARY SEWER (EXISTING) F# FLOOR RECEPTOR TAG Ill UNION -------------------------------------- VENT VENT (UNDERFLOOR/GRADE) -------------------------------------- VENT (EXISTING) FLOW SWITCH n PIPE CAP rT1 3-WAY VALVE 3 PIPE BREAK r ■M ♦ r r s, r. MISC. SYMBOL MBOL LEGEND ,0 I XXX ! SPRINKLER HEAD (SEMI -RECESSED) M1 EQUIPMENT TAG CONNECTION TO EXISTING M2 0 SPRINKLER HEAD {UPRIGHT) M3 L'�..1 REVISION TRIANGLE \;/" KEY NOTE 0 SPRINKLER HEAD (FULLY RECESSED) CERTIFICATE OF COMPLIANCE (Fart 1 of 2) MECHAL] Project Name: Aeropostale -Space #656 Date April 19, 2005 Project Address: Main Place Mail - Santa Ana,CA Building Permit Principle Designer -Mechanical Larry Jensen, P.E. Telephone 651-748-1100 Checked by Date Documentation Author Brian Gibson Telephone 651-748-1100 1Enforcement Agency Use GENERAL INFORMATION Date of Plans 4i2212005 Building Conditioned Floor Area Climate Zone Building Type X Non Residential Hgh Rise Residential FlotellMotel Guest Room Phase of Construction New Construction LIAddition X Alteration Uncond`d.(file affidavit) Method of Mechanical Compliance X Prescriptive Performance Proof of Envelope Compliance X Previous Envelope Per. Envelope compliance att. STATEMENT OF COMPLIANCE rns t:c, "'�t ate u, u,"'vnanoe insts trre rimuing features ano perrormtance specrricatlons neeaea to comply w an the litre 14, P arts 1 and 6 of the California Code of Regulations. This certificate applies only to building Mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Brian Gibson SIGNATURE DATE 4rj X1 The Principle Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent w ith the other compliance forms and w orksheets, w ith the specifications, and w ith any other calculations submitted w ith this permit application. The proposed building has been designed to meet the Mechanical requirements contained in the applicable parts of Sections 110 through 115,120 through 124, 140 through 142, 144 and 145. Please check one: lI hereby affirm that 1 am eligbie under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that 1 am licensed in the State of California as a Civil Engineer or Mechanical Engineer, or I am a licensed Architect. ❑ 1 affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preperation; and that I am a licensed Contractor performing this w ork. ®1 affirmthat 1 am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of-w ork descxiibed as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737. GiF (These sections of the Business and n printed in full in the Nonresidential Manual} Lawrence A. Jensen, Jr. Signature3 A Date Lie. # 31409 MECHANICAL MANDATORY MEAS Indicate location on plans of Note Block for Mandatory s��',ytC, �\4 M-O INSTRi,.ICTIONS TO APPLICANT *For detailed Instructions on the use of this and all Energy Efficiency Standards Compliance forms, please refer to the !Nonresidential Manual published by the California Energy Commission. *MECH-1.Required on plans for all submittals. Part 2 maybe incorporated into schedules on plans. *MECH-2.Required for all submittals but may b eincorporated into schedules on plans. *MECH-3.Required for all submittals unless required ventilation rates and airflows are shown on plans, see 4.3.4. *MECH-4.Required for all prescriptive submittals. MECH-5.Optional. Performance use onlvfor mechanical distribution summarv. �+1�► MA411111001W Equipment and Systems Efficiency ® Air handling duct systems shall be constructed, installed, sealed, insulated and protected from damage as provided in Chapter 6 of the California Mechanical Code(refer to $124). Controls ® Each space -conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating thermostat setpoint. Each space -conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setup cooling thermostat setpoint. ® Each space -conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used to control both heating and cooling, the control shall be capable of providing a dead band of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. ® Thermostats shall have numeric setpoints in F. degrees. ® Thermostats shall have adjustable setpoint stops accessible only to authorized personnel. Completion and Balancing ® All ventilating systems shall be documented per California Safety Code (Title 8, section 5142(b)) to be providing the minimum required ventilation rate as determined using one of the following procedures: (1) Air balancing: all space -conditioning and ventilation systems shall be balanced to the quantities specified in these plans, in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989). (2) Outside Air Certification: The system shall provide the minimum outside air as shown on the Mechanical drawings,and shall be measured and certified by the installing licensed C-20 Mechanical contractor. (3) Outside air measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display device. LAWRENCE A. JENSEN, JR. Professional Engineer 1750 Commerce Court, White Bear lake, MN 55110 (651) 748-1100 • Fax (651) 748-9370 Architect • -I CORTLAND MORGAN ARCHITECT, , A!A 6910 Woodland Drive Dallas, Texas 75225 (214)368-3687 Project Coordinators Lamy I Grubb il,.>mli thvibb 1kIGt Sistvi�ae, %c. 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412,243.3430 • Fax: 412.371.1586 Project • Aeropostale Westfield MainPlacc Space #656 1 Santa Ana, CA Title • TITLE SHEET BWG/LAJ Date 04/29/05 Drawing # ilk Rev • 06/17/05 U m o Job # 05-2909.30 _(D € MALL EXHAUST } DUCT AT 13'-0" I! E � tA, 8', 300 rrf i� 6 VVV < HVAC PLAN € 1 SPIN -ON BRANCH DUCT BELLNOSE Wj EXTERNAL MANUAL VOLUME FITTING INSULATION DAMPER MAIN DUCT BRANCH EXPOSED GRID CEILING MINIMUM 8" SYSTEM WITH LAY —IN CLEARANCE ACOUSTICAL TILE FOR LIGHTS OR GYP. BOARD CEILING AT_ _0'--5"_A.F.F. FIRE DAMPER WITH SPRING CLOSURE No- FLEXIBLE DUCT M 5'-0" LONG FUSIBLE LINK SUPPLY DIFFUSER THERMAL BLANKET NOTE: PROVIDE NYLON BANDS FOR CONNECTING FLEXIBLE AIR DUCT TO DIFFUSER AND BRANCH DUCT. SPLICES IN FLEXIBLE AIR DUCT SHALL NOT BE ACCEPTED. SLEEVE 16 GAUGE FOR ALL DUCTS UNDER 24" HEIGHT AND 36" WIDTH, ALL LARGER DUCTS USE 14 GAUGE. 1 f8" MAXIMUM VOID BETWEEN SLEEVE AND STRUCTURE ,, PROVIDE SHEET METAL EXTENSION OF EQUAL OR GREATER GAUGE AS DUCT -.._ I__ FIRE DAMPER CENTERED IN SLEEVE ------ FLAT DRIVE (TYPICAL SIDES) S-SLIP (TYPICAL TOP AND BOTTOM) SLEEVE MUST EXTEND 6" MINIMUM PAST BOTH SIDES OF STRUCTURE NO SCALE Al -RETAINING MINIMUM ANGLE 1-1 f 2% 1-1 j2"x1 j8", 14 GAUGE. ANGLE MUST OVERLAP STRUC11JRE OPENING 1" MINIMUM AND COVER CORNERS OF OPENINGS. SECURE ANGLE TO SLEEVE ONLY ON 8" CENTERS WITH #10 STEEL SCREWS. SECURE FIRE DAMPER TO SLEEVE ON 8" CENTERS WITH #10 STEEL SCREWS. SCREWS MUST NOT INTERFERE WITH DAMPER OPERATION. �' • i i i i i- :• t i 11 too, e • tr GENERAL NOTES A. THE MECHANICAL CONTRACTOR IS REQUIRED TO PROVIDE AS PART OF BASE MALL DUCT BID A SERVICE CONTRACT INCLUDING ALL FILTER CHANGES AND CLEANING AND AT 'I S-0"A.F.F.-"\ MAINTENANCE FOR A PERIOD OF 1 YEAR FROM TURNOVER OF SPACE. B. COORDINATE LOCATIONS OF DIFFUSER GRILLES W/ARCH REFLECTED CEILING = _ PLAN. ____ ___�_________._ �, C. SUBMIT COPIES OF TEST & BALANCE REPORT TO LANDLORD, OWNER & LY�`� ENGINEER. 3'-0\ ` �l D. ADJUST DISCHARGE PATTERN OF THE DIFFUSER FOR A VERTICAL FLOW. - - ' E. ALL SPRINKLER BRANCHES AND MAINS IN EXISTING AEROPOSTALE SPACE TO REMAIN. F. REMOVE ALL EXISTING FIRE SPRINKLER HEADS AND DROP LEGS IN NEW SPACE. \ PROVIDE NEW HEADS OF TYPE SHOWN. REWORK BRANCHES AND MAINS AS 10 REQUIRED FOR NEW ELEVATION. HEADS TO BE UPRIGHT, SEMI -RECESSED OR FULLY RECESSED. FULLY RECESSED TO BE PROVIDED WITH WHITE COVERS. \ f FIRE PROTECTION WORK TO BE PROVIDED BY LANDLORD APPROVED \ \\ , CONTRACTOR. o � \ \\ \ G. REMOVE ALL EXISTING GRILLES, REGISTERS, AND DIFFUSERS, AND ASSOCIATED DUCTWORK NOT BEING REUSED. REFER TO ARCHITECTURAL DEMOLITION PLANS. y \ PROVIDE PROPER PROTECTION UNDER ALL MECHANICAL DUCTWORK. L �T H. CONTRACTOR SHALL COMPLETELY REMOVE FROM THE PREMISES ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS, CONTROL WIRING, ETC. AND ALL ASSOCIATED SUPPORTS, BRACING, PADS, ETC. NOT BEING REUSED OR SHOWN ON TO \ REMAIN WHETHER IN THE DEMISED SPACE, ON THE ROOF OR OTHERWISE !� LOCATED OUTSIDE OF THE DEMISED SPACE. DO NOT ABANDON IN PLACE. 1. DIFFUSER RUNOUT EQUAL TO DIFFUSER CONNECTION UNLESS OTHERWISE SPECIFIED. 1 \ j t'- - J. REMOVE ALL UNUSED PIPING, DUCTWORK, AND ACCESSORIES. DO NOT ABANDON. .14 -, A�3s. OLU W4=Y N OY Gk NZE T�3- M BALL •8MOKEe a ACld-A ZON.�STEM. -. �--�i \ L. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMANS BEINGS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CFM OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT THE REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1. M. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. CBC SECTION 1202.2.1 (SECOND 2 PARAGRAPH). 0. REFER TO SHEET MO FOR OUTSIDE AIR VENTILATION REQUIREMENTS. KEY NOTES SERVICE AND CLEAN EXISTING VARIABLE AIR VOLUME(VAV) BOX TO REMAIN. REPLACE AND REPAIR UNIT COMPONENTS AS REQUIRED TO MAKE UNIT FULLY FUNCTIONAL, INCLUDING BUT NOT LIMITED TO: DAMPERS, DAMPER OPERATORS AND OPERATING AND SAFETY CONTROLS. SEE SPECIFICATION FOR CLEANING HVAC SYSTEM. REBALANCE EXISTING VAV BOX TO 3100 SUPPLY CFM. RELOCATE THERMOSTAT FOR EXISTING VAV BOX TO LOCATION SHOWN COVERED WITH CLEAR LOCKABLE BOX. MOUNT THERMOSTAT AT 4'-0" A.F.F. EXISTING MALL DUCT TO REMAIN. MOUNT RETURN GRILLE IN LAY -IN CEILING. MOUNT SUPPLY DIFFUSER IN LAY -IN CEILING. V MOUNT TRANSFER DUCT AS HIGH AS POSSIBLE. EXTEND AND CONNECT NEW EXHAUST DUCT FROM FANLIGHT COMBO TO EXISTING EXHAUST DUCT IN SPACE. FIELD VERIFY EXACT LOCATION OF EXISTING DUCT. PROVIDE FIRE RATED DIFFUSERS WITH VOLUME ADJUSTING DAMPER CONTROL-(TYP). 1O PROVIDE RETURN GRILLE WITH FIELD INSTALLED DUCTWORK AND FIRE DAMPER-(TYP). N OTE: THERE IS A FIRE RATED DRYWALL CEILING IN THE SALES & A FIRE RATED LAY --IN CEILING IN THE STOCK ROOM AREA, BOTH ARE AT 1 O'-5"A.F.F. GRILLE, REGISTER AND DIFFUSER 121 TYPE A B ITEM SUPPLY RETURN DESCRIPTION SURFACE/LAY-IN SURFACE LAY -IN MANUFACTURER TITUS TITUS MODEL NUMBER TMSA-FR 50 F REMARKS PRIME COAT (PAINTABLE) PRIME COAT (PAINTABLE) LAWRENCE A. JENSEN, JR, Professional Engineer 1750 Commerce Courl, While Bear Lake, MN 55110 (651) 748-1100 , Fox (651) 748-9370 Architect --1 CORTLAND MORGAN, ARCHITECT, AIA 6910 Woodland Drive Dallas, Texas 75225 (214)368-3687 INk ser,_a Project Coordinators Lamm* Grubb I.m�€ ihvbb Mma�rao>tmt Servic+�, Inc. 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412,243.3430. Fax:412.371.1586 Project • AeropoStale Westfield MainPlace/\ Space #656 1 Santa Ana, CA Title • HVAC PLAN BWG/LAJ Date e 04/29/05 Drawing # Rev P 06/17/05 A Job # ® 05-2909.30 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 Project Nam: Aeropostale - Main Place Mall Date: 04/21105 INSTALLED LIGHTING SCHEDULE LAMPS BALLAST LUMINAIRE Total Watts Nam Luminaire Description Type Description No. of Lamps Watts/ Lamp Type Description No. of Ballast No. of Lumin. Watts/ Lumin. A Track FLL40 2 40 ES Elect. 1 17 88 1496 C 1 "x4' Fluorescent F032T8 2 32 ES Elect. 1 8 58 464 D Pendant 75W A-19 1 75 N/A 41 75 300 F Fan/Light 100W A-19 1 100 N/A 2 100 200 G 1'x4' Fluorescent F032T8 21 32 ES Elect. 1 9 58 522 J Wall Sconce 75W A-19 1 75 N/A 4 75 300 M Track MH39 1 39 ES Elect. 1 60 44 2640 N Track MH70 1 70 ES Elect. 1 24 78 1872 Lighting Schedule on Plans Shows Exterior Lighting Meets SUBTOTAL FROM THIS PAGE 7794 Efficacy and Control Requirement of $1301 Pius subtotal from continuation page Control Requirements of $131(€) Portable Lighting(f rom LTG-1 Part 3 of 3) Less Control Credit Watts(from LTG-3) ADJUSTED ACTUAL WATTS MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION (ROOM NUMBER) CONTROL IDENTIFICATION CONTROL TY PE (auto timsw itch,exter., etc SPACE CONTROLLED NOTE TO FIELD CONTROLS FOR CREDIT Control loc. m.# or Dw g Control Identification Control Type (occupant, daylight,dimrring,etc) Luminaires Controlled Note To Field Type # of Luminaires NOTES TO FIELD -For Building Department Use Only TAILORED LPD SUMMARY and WORKSHEET (2 OF 3) LTG-4 Project Nam: Aeropostale - Eastridge Mall Date: 04/21/05 Tailored LPD - illuminance Categories E, F, G, H, I and Gross Sales Wall Area A B C D E F G H I J K TASK/ACTIV TTY Grass Sales Wall *Enter Mounting Height or Throw Distance or Both if Applicable. CAT. (IF E) NOTES* ALLOTTED WATTS TASK ALLOT.' AREA ALLOW. WATTS' (SQ. FT.) LPD (EX F) 14191 2.0 2838 DESIGN WATTS Om :: -•. BUILDING TOTAL Tailored LPD - Public Area Displays A B C D E F G H I J K ALLOTTED WATTS DESIGN WATTS TASK ALLOT. QTY. DESIGN ALLOWED THROW MTG. AREA ALLOW. WATTS LUMIN. OF WATTS WATTS WATTS TASK/ACTIVITY DIST. HGT. (S.F.) LPD (DXE) NAME LUMEN. LUMEN. (HX1) (MIN. FORJ) TOTAL AREA PUBLIC DISPLAYS SQ. FT. TOTALE: 0 WATTS PLANE OF PUBLIC DISPLAY AREA ® X 0.1= MAXIMUM AREA PUBLIC DISPLAYS (SF) LIGHTING COMPLIANCE SUMMARY LTG-2 Project Name: Aeropostale -Main Place Mali -7 Date: 04/21/05 Actual Lighting Power LUMNAIRE TYPE NUMBER OF WATTSILUMINAIRE CEC Default? TOTAL NAME DESCRIPTION LUMINAIRES (including ballast) Y N WATTS A Track 17 88 1496 C Tx4' Fluorescent 8 58 464 D Pendant 4 100 400 F Fan/Light 2 100 200 G Tx4' Fluorescent 9 58 522 J Wall Sconce 4 200 800 M Track 60 44 2640 N Track 24 88 H H 2112 SUBTOTAL FROM THIS PAGE 8634 PLUS SUBTOTAL FROM CONTINUATION PAGE PORTABLE LIGHTING (FROM LTG-1 PART 3 OF 3) LESS CONTROL CREDIT WATTS (FROM LTG-3) ADJUSTED ACTUAL WATTS Allowed Lighting Power (Choose One Method) Complete Building Method WATTS COMPLETE ALLOWED BUILDING CATEGORY(From$146(b)Table 1-M) PERSQ. FT. BUILDINGAREA WATTS Area Category Method WATTS AREA ALLOWED AREA CATEGORY (From$146(b)Table 1-N) PER SQ. FT. SQUARE FEET WATTS TOTALS AREA WATTS Tailored Method TOTAL ALLOWED WATTS (From LTG-4) TAILORED LPD SUMMARY and WORKSHEET (3 OF 3 Project Name: Aeropostale - Eastridge Mall Tailored LPD - Sales Feature Floor Display A B C D E F G H I TASK/ACTIVniY I ALLOTTED WATTS TASK CAT. G ALLOT. AREA ALLOW. WATTS SQ. FT. LPD (D x E) 102.6 11.7 1200 LTG-4 Date: 04/21/05 J DESIGN e s ALLOWED WATTS ( min. F or J) 1200 TOTAL AREA FLOOR DISPLAYS —13-2-61 SQ, FT. TOTAL WATTS C GROSS SALES FLOOR AREA 1t726 X 0.1= 102.6 MAXIMUM AREA FLOOR DISPLAYS(SQ. FT.) Tailored LPD - Sales Feature Wall Area A B C D E F G H I J ALLOWED WATTS min. F or J) THROW TASK/ACTIVITY I DIST. ALLOTTED WATTS TASK ALLOT. AREA ALLOW. WATTS (S.F1 LPD (Dx El TOTAL AREA WALL DISPLAYS = TOTAL WATTS GROSS SALES WALL AREA X 0.1 = MAXIMUM AREA WALL DISPLAYS (SF) � ' 1 1 TAILORED LPD SUMMARY and WORKSHEET (1 OF 3) LTG-4 Project Nam: Aeropostale - Main Place Mail Date: 04/21/05 Tailored Method 1. Watts for Illuminance Categories A-D(from column G below) ------------------ -------------------- > 5170.E WATTS 2. Watts for Illuminance Categories E I(from LTG-4 Part 2)---------------------------------------> 283$ WATTS 3. Watts for Display Lighting 1_0 J + 1200 +E 0 = 1200 WATTS (fromLTG-4Parts 2 and 3) Public Area Sales Sales Display Feature Floor Feature Wall Display Display 4. Total Allow ed Watts (lines 1 + 2 + 3) ---------> 1 9208.6 WATTS Tailored LPD - Illuminance Categories A, B, C and D and Gross Sales Floor Area A B C D E F G ROOM ALLOWED ROOM ILLUMINANCE CAVITY FLOOR ALLOWED WATTS NUMBER TASK/ACTIVITY CATEGORY RATIO AREA LPD (EX F) Gross Sales Area - - 2313 2 4626 Stockroom B >7 613 0.7 429.1 Toilet Room B >7 100 0.7 70 Corridor B >7 65 0.7 45.5 PAGE TOTAL 3091 J 5170.6 BUILDING TOTAL I SQUARE FEET WATTS ROOM CAVITY RATIO WORKSHEET (RCR>3.5) LTG-5 Project Name: Aeropostale - Eastridge Mail FOR ENFORCEMENT AGENCY USE ONLY Documentation Author: Dave Quigley Date: 04/21/05 PLAN CHECKED BY J;ATE Rectangular Spaces A B C D E F ROOM NUMBER TASK/ACTIVITY DESCRIPTION ROOM LENGTH (L) ROOM WIDTH (W) ROOM HEIGHT (H) ROOM CAVITY RATI 5 X H X (L+W) / (L X W) Toilet Room 7 7 8 11.4 Toilet Roam 7 7 8 11.4 Corridor 13 5 8 11.1 Non -Rectangular Spaces A �BB ROOM TASK/ACTIV ITY NUMBER DESCRIPTION Stockroom Stockroom C ROOM AREA (A) 175 332 D ROOM PERIMETER (P) 69' 88, EE ROOM HEIGHT (H) 10.5' 10.5` F ROOM CAN/ ITY RATIO (2.5 X H X P) / A 10.4 7.0 JAMES R. PENKIVECH Professionol Engineer 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748-1100 - Fax (651) 748-9370 Architect CORTLAND MORGAN, ARCHITECT, AIA / 6910 Woodland Drive Dallas, Texas 75225 (214)368-3687 Project Coordinators w Lam___ Grubb I.a W ftft MWlttt>wgeaXW Sary =& its. 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412.243.3430 * Fax: 412.371.1586 Project * Aeropostale Westfield MainPlace Space #656 A 1 4 Title TITLE 24 (SHEETS Date 04/29/05 Drawing # Rev f• 06117105 A Job # ® 05-2909.30 - 18GA. SLIP TRACK W/- (2)-#8 TEKS TO 18GA. PLATE 0 24" Q.C. EXIST. METAL ROOF DECK f17'-7" VERIFY 18GA.x2" WIDEx16" LONG IN FIELD FLAT STRAP PLATE ATTACHED TO DECK W/(1)-#8 TEK EACH FLUTE 3 "xl8GA. �CSJ TYPE) STUD ® 16 O.C. SEE _ARCH. X + 2 S1 III ¢I = I I III ¢I x 1 III I I�� ¢ �( I w (i LEASE LINE ---- -` - -- - - _ _ -- - SIGN, SEE ARCH. SIGN SUPPORT FRAMING PLAN 1 "_1 2 NOTES: - SEE SHEET S1 FOR GENERAL NOTES 10" I \ RJ"x5"x10" (4)--1"0 HILTI KWIK BOLT II EXPANSION ANCHORS TS4x4 COLUMN (21" EMBEDMENT) IC 0 ER-4627 BASE PLATE DETAIL 4 12"=1'-0" - 31"x2OGA. METAL JOIST CONT., TYP, SEE TYP. DETAIL CONNECTION OF LIGHT GAGE TO JI A N20GA. MFXL STUD; 0 16" O.C., (4)- SCRI i EXIST. METAL ROOF DECK 18GA. SLIP TRACK W/ (2)-#8 TEKS TO ROOF DECK 0 24" O.C. x18GA. �CSJ TYPE) SEND 0 16 O.C. (4)- 2 "0 A307 THRU BOLTS SEE SIGN ARM TS4x4 COLUMN ATTACHMENT PLATE !� # DETAIL I, !i I c� Q SUPPORT ARM TS4x4 0 I I I 8" SIGN BY SIGN - SEE SIGN ATTACHMENT MANUFACTURER PLATE DETAIL R4'"x8"x2" TS4x4 SIGN ARM J"O HOLES FOR J"O BOLTS SIGN ARM ATTACHMENT PLATE DETAIL 1 "=1'-0" CNT. W/- (2)-#10 TEK ROLLING GRILLE - - SCREWS ® EA. (ATTACHMENT TO STUD' TYP. SIGN COLUMNS BY MANUFACTURER) SIGN SUPPORT STRUCTURE BEYOND. SEE DETAILS. � e v SEE ARCH. JOIST :LD VERIFY ST DIRECTION EXIS' MALL "x20GA. (CS AL STUDS 16" O.C., T (4)-#10 TEK SCREWS, TYP. \ L EXISTING JOIST TYP. }-1t6 (FIELD VERIFY JOIST DIRECTION) / L3x3x SPAN (2) A307 THRU BOLTS W/ BETWEN (2) JOISTS SLOTTED ANGLE TO ALLOW (MIN.) FOR 1" VERTICAL DEFLECTION 2 1 f 1 s1 - CENTERLINE OF SIGN ARM f — _ +9'-61" A.F.F. i 6 5 S1 S1 lv/� -( P • 0 v 6" 2" .1 ti 1._1,2- FE15"a"xi 00 TS4x4 SIGN ARM A"O HOLES FOR J"O BOLTS - COORD. BOLT PATTERN W/ SIGN MANUFACTURER SIGN ATTACHMENT- PLATE DETAIL EA, FLANGE 0 8" O.C. i 1 /"T x�0"-LONG AT ROD i P (2)—#10 TEK SCREWS 0 EA. STUD METAL STUDS ETWEEN JOISTS IG JOIST METAL STUDS TYP. „,„GONAL INTERFERES r i ` ., e ! MEN M E) JOIST FIELD VERII GIST DIREC L3x3x SPAN -� BETWEN (2) JOISTS GENERAL NOTES ABBREVIATIONS A.B.-------- ANCHOR BOLTS CODE: CALIFORNIA BUILDING CODE AFF--------- ABOVE FINISH FLOOR YEAR: 2001 ARCH.------- ARCHITECTURAL WE -------- BASE PLATE SEISMI BLDG. ------ BUILDING BLK.------- BLOCK SEISMIC ZONE FACTOR (Z) 0.4 BM. -------- BEAM SOIL PROFILE TYPE SD (PRESUMED) BOT.------- BOTTOM OCCUPANCY CATEGORY 4 BRDG. ------ BRIDGING BRG.------- BEARING rzEN BTJ------- BOLTED TIE JOIST CANT'L ------ CANTILEVER THE STRUCTURAL MODIFICATIONS ARE DESIGNED TO BE SELF—SUPPORTING AND STABLE AFTER C.I.P.------- CAST —IN —PLACE THE MODIFICATIONS ARE FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S C.J.-------- CONTROL JOINT RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE q--------- CENTERLINE SAFETY OF THE CONSTRUCTION PERSONNEL, BUILDING, AND ITS COMPONENT PARTS DURING CLR.------- CLEAR ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, CMU ----- CONCRETE MASONRY UNIT ETC. THAT MAY BE NECESSARY. FALL PROTECTION SUPPORT FROM PERIMETER COLUMNS COL. ------- COLUMN SHALL BE PROVIDED IN ACCORDANCE WITH OSHA REQUIREMENTS AS REQUIRED. SUCH CONC. ------ CONCRETE MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. CONSTR. ----- CONSTRUCTION CONT. ------ CONTINUOUS THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION FOR THE PROJECT IN A MANNER AND C.Y.-------- CUBIC YARD SEQUENCE THAT ARE BASED ON ACCEPTED INDUSTRY STANDARDS THAT RECOGNIZE THE DET.------- DETAIL INTERACTION OF THE COMPONENTS THAT COMPRISE THE STRUCTURE, WITHOUT CAUSING DIAG.------- DIAGONAL . DISTRESS, UNANTICIPATED MOVEMENTS OR IRREGULAR LOAD PATHS AS A RESULT OF THE 0 or DIA. ---- DIAMETER ' CONSTRUCTION MEANS AND METHODS' EMPLOYED. DJ --------- DOUBLE JOIST DK.--------- DECK DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON D.L.-------- DEAD LOAD THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DWG. ------- DRAWING DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY OWLS ------ DOWELS ENGINEER OF CONFLICTS REGARDING APPLICABILITY OF `TYPICAL DETAILS". EA. --------EACH E.F.-------- EACH FACE WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. E.J.-------- EXPANSION JOINT EL ---_-- ELEVATION MUMML STEEL ELEV. —-- -- ELEVATOR E.S.-------- EACH SIDE DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE LATEST RISC EQ.-------- EQUAL SPECIFICATIONS. EQUIP. ------ EQUIPMENT E.W.------- EACH WAY STRUCTURAL STEEL: (PLATE, ANGLES) ASTM A36, ETC. UNO EXP.------- EXPANSION (E) or EXIST. —EXISTING HSS (TUBULAR SHAPES) ASTM A500 GRADE B (Fy=46 KSI) EXT.------- EXTERIOR F/BLDG. ----- FACE OF BUILDING ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED; ASPHALTIC PAINTS ARE NOT ACCEPTABLE. F/CONC. ----- FACE OF CONCRETE F.D.------- FLOOR DRAIN ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH THE LATEST FIN. ------- FINISH AWS SPECIFICATIONS. FLG.------- FLANGE WORK THESE DRAWINGS WITH ARCHITECTURAL DRAWINGS FOR NAILER HOLES AND FFLRS.-------- FAROSIDE OR ARCHITECTURAL CLEARANCES. FOOTING STEP FT. -------- FEET GENERAL CONTRACTOR SHALL VERIFY ALL STRUCTURAL BEAM LOCATIONS, MECHANICAL UNIT FIG. ------- FOOTING WEIGHTS AND OPENING SIZES. GA. -------- GAUGE G.B.-------- GRADE BEAM FIELD VERIFY ALL CONDITIONS AT THE EXISTING CONSTRUCTION BEFORE FABRICATION. G.C.--------GENERAL CONTRACTOR GALV. ------ GALVANIZED GOLD FQRME12 MUAL FRAMING HD'D- ------ HEADED HORIZ------- HORIZONTAL ALL COLD —FORMED FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND I.F.-------- INSIDE FACE STEEL INSTITUTE (AISI) COLD —FORMED STEEL DESIGN MANUAL, 1996. INT.------- INTERIOR J/B------- JOIST BEARING DESIGN OF METAL STUD FRAMING SHOWN IS BASED ON CSJ TYPE (1 5/8" FLANGE) STUDS JST. -------JOIST WITH DIETRICH INDUSTRIES SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT JT.-------- JOINT CAPACITY. ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM SECTION k--------- KIP PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY OF THE MEMBERS INDICATED ON L.L.------- LIVE LOAD THE DESIGN DRAWINGS. ADDITIONAL COSTS FOR AN INCREASE IN STUD SIZE OR GAGE IS LLH------- LONG LEG HORIZONTAL PROHIBITED. LTV ------- LONG LEG VERTICAL LW -------- LONG WAY ALL FRAMING MEMBERS 16 GA. AND HEAVIER SHALL BE FORMED FROM STEEL WITH A MINIMUM MAS.-------- MASONRY YIELD STRENGTH OF 50 KSI. ALL OTHER FRAMING SHALL BE FORMED FROM STEEL WITH A MC -------- MOMENT CONNECTION MINIMUM YIELD STRENGTH OF 33 KSI. MECH. ------ MECHANICAL MFR.------- MANUFACTURER ALL FRAMING SHALL BE GALVANIZED. MTL------- METAL ALL CONNECTIONS SHALL BE SCREWED OR WELDED. POWDER DRIVEN FASTENERS ARE NOT NIC)------- NOT IN CONTRACT ACCEPTABLE FOR ANY STRUCTURAL APPLICATIONS. N.S.------- NEAR SIDE NTS------- NOT TO SCALE ALL WELDS SHALL BE TOUCHED UP WITH A ZINC —RICH PAINT. O.C.------- ON CENTER O.F.------- OUTSIDE FACE AT WALL LOCATIONS WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT VERTICAL LOADS, A 0/0 ------- OUT TO OUT CONTINUOUS LOAD PATH SHALL BE PROVIDED TO SUPPORT THOSE LOADS THROUGH THE OPP.------- OPPOSITE STRUCTURE INCLUSIVE OF THE FLOOR SYSTEM TO THE FOUNDATIONS. THIS MAY BE PC -------- PRECAST CONCRETE ACCOMPLISHED THROUGH THE USE OF BEAMS, HEADERS, BLOCKING, STIFFENERS OR OTHER It --------- PLATE APPROPRIATE MEANS BASED ON LOCATION AND DETAILING CONSIDERATIONS. PLCS. ------ PLACES P.S.F. ------ POUNDS/SQUARE FOOT REQUIRED SPECIAL INSPECTIONS P.S.1.------- POUNDS/SQUARE INCH RAD.------- RADIUS IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE R.D.------- ROOF DRAIN SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. REINF. ------ REINFORCING REQ'D. ------ REQUIRED 1. FIELD WELDING RET.------- RETAINING SECT. ------ SECTION SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE, SIM.------- SIMILAR TO SHALL PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTLINED IN THE BUILDING CODE S.O.G. ------ SLAB ON GRADE AND SHALL REGISTER AND BE APPROVED BY THE CITY OF SANTA CLARITA BUILDING AND SPA. ------- SPACES SAFETY PRIOR TO ANY CONSTRUCTION WORK STARTED REQUIRED BY THEIR REVIEW. SO- -------- SQUARE STIFF. ------ STIFFENER STL------- STEEL STRUCT. ----- STRUCTURAL SW -------- SHORT WAY SYM.------- SYMMETRICAL 4--------TOP OF P. —TYPICAL UNO------- UNLESS NOTED OTHERWISE VERT. ------- VERTICAL W.P.------- WORK POINT W.W.F. ------ WELDED WIRE FABRIC W/-------- WITH SEE ARCH. FOR DIMENSIONS L2x2xJ BRIDGING 0 EA. COLUMN I ,r- EXISTING JOIST i EXPIRES JUN S 0 2007 Architect • CORTLAND MORGW ARCHIITEa, AU► 6910 Woodmd Ddw► dal, TWw M25 (214)36B, "7 Project Coordinators e LamilGrubb Lami Grubb Management Services, Inc. 100 East Swissvale Ave, Pittsburgh, PA 15218 Phone: 412.243.3430 • Fax: 412.371.1586 Project • Aeropostale Westfield MainPlace Space #656 Santa Ana, CA "Title • GENERALNOTES, PLAN, SECTIONS & DETAILS Date Rev LGA Job # 6-17-05 05038 Drawing # S1