Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3000 Grapevine Mills Mall - Exiting
.(5/1/2012) Don Elliso�nesting at Grapevine Mills From: Scott Williams To: ggoodman@simon.com CC: Allen Hunt; Bruno Rumbelow; Don Ellison; Jennifer ... Date: 5/1/2012 3:19 PM Subject: Exiting at Grapevine Mills Good afternoon Gregg, We referred to the most recently revised exit calculations in the Building Code/Fire Protection Program prepared by Schirmer Engineering, as revised December 5, 2005. Based on Schirmer's calculations, the mall requires 255.9 feet of exit width, and is provided with 256.9 feet. Based on these calculations, not a single exit door may be eliminated, and the mall is limited to the addition of only 60 additional occupants. In fact, the conversion of the Gameworks and skate park into Sea Life and Legoland Discovery Centre respectively, added significant occupant load to the building. We did not require a new exit study to be performed because you were replacing assembly occupancies with assembly occupancies. However, I feel confident in saying that if the occupant load was recalculated, taking into account Sea Life and Legoland, your occupant load would significantly exceed the available exit width, and exit doors would need to be added. As discussed this afternoon, we are always happy to reevaluate, based on new information, or changes that would mitigate reduction of exit width and/or increase in occupant load. Please do not hesitate to call if you have questions or wish to discuss further. Thanks, Scott J. Scott Williams Development Director City of Grapevine, Texas (817)410-3158 KIOSKS FOOD COURT MALL AREA SUMMARY OLP No Tenant Sr No Tenard SF Al. Sun k Skl Sports 30127 KI• _ - iCl. Sb—Il.k.Eatery 1557 A2. Sears Outlet 22934 K2. _ - FC2. Paradise Bakery 933 B. Dr.Pepper Starcentar 78341 K3, _ - FC3. Sleek Escape 673 B1. Nike 20150 K4. Embroidery Plus 292 FC4. La Salsa 1053 C. Western Warehouse 20130 K5. Jewelry Box 292 FCS. '0)"n,Grill 1042 D. Gamewarks 32M K6. Hagen Daxs 343 FC6. Dickies Barbecue 1061 E. AMC Theatres 108733 K7. Starbuaks 156 FC7. Burger King 1463 F United Skatepark of Dallas 42400 KA. _ - FC6. Pope es Chicken 1061 C. Children a Plod 20106 K9. Piercing Pagoda• 292 FC9. Panda Espross 1061 H. Marshalle 29597 K10. Wirole■4 U 292 FC10. Cinnobon 1124 I. Burlington Coat Factory 100102 KI1. Sunglcss Club 263 TOTAL• J. JCPenneyy Outlet Store 106207 K. Bed Bath k Beyond 403b TOTAL - •FOOD COURT LEASE BASED ON 9D00 SF L Groupp USA 23257 M. Old N N. Rainforest Cole 22602 0. Last Call Neiman Marc., 33429 P. Books-A-Million 23967 TTTTTTTTTTTTTTTTTTTTT TTT 27 29 29r 6 31, 32 33 34 35 36 37 3B 39 0 Iy 42r 3c 44 IS 16 4] Ia 49 50 31 52 0. Virin .g 2420R. Virgin th a ke 2749 S. Ofl FlfM Saks 51h Avenue 3498T. Casual U. Steve nd Bar y's 49763Fetal Anchors/W.Jovss 9 6034 Moll Tenants Resloulrtyan Scores /99907 7,00 A Food Co.ri Tenants 11033 y Food Court Kioak° 499 �FHEATRE Syeoi Court i sks 10873'3 Spaeatty Sub-Total 518663 Temporary Stares 0 Temporary Kiaaks 0 Leasable Storage 25207 Total Mal)Tenonls 543870 role/Ratoll Sq—Footage 1479904 Common Ana MaInsi 2 eh(-IfiO4 Nloaks) 13907 0 ENTRY 5 Caari C—fia 962 MEDIA Food Court(-499 Ktosks) 20401 FOLLY Cenlrol Serv(cagB COrridoro 27T a o tenant Sul a Under anart.=50/6) 27307 NTRY 6 Other Corridors 46587 26Y .• Mech./Elea./F1re Control Rooms ./J 432 D Toile C 3280 Mngmf,Ana/Nainslr.Retail/Poliae/A/V/Greeters 22290 'VINE YL r W L i I N6A ® L o„ SC6 L m_ Non-Leasable 3tomga - 138 I`ssY`— SC7 I.,.o SC7 13000 GAMEWORKS ENTRY 4 L f A L M1N L PW 32223 r p� e`0 TORNADO SC5 7o1a1 Cwnman Ana• 296210 °❑°O° (sluuoFZ l�wIE-IICx1 Tr' In o��i•1. all FOLLY Total Gross B.001e Aroa f 1776114 B 1 C n UNITED SKATEPARK PauaE YAXAaENsar S1oRAu q Y 41 � urs. aria aus G rs Not.:Areo Summary Shown Is Appndlmate � o ® �,n Y OF DALLAS Q B - NIKE WESTERN _srt! �!P_ W ® s 42400 (PLA) _�• CHILDIiEN'S �� 22 ® AREHOUS 17J ors' wa SiJ•f. �.- F "," �'' PLACE 'l H 2,r DR. PE 20130E RODEO' !R3 m¢ a a 'nf I �; 20106 MARSHALLS STAR NTER _aia 20150 FOOD COURT ' a ! 20 \ 344 ;ws rust x r'S1 ° `�JL� i n' °I'Moi .. .� IY y'° , �,ar a4'r�■ 29397 ejyy aISEYALRDrux .•mr �u SraCNYARa CM No ex.Y b.r .S i I, sT ref eu' lu^+ "• fn•r2i;WRlYAea� ,rffndb al' 4.Y.ARA01/STATj:FIR' a,$ n a ® ® r e ® IM ® ® >r x®, r' �p BURLINGTON P®� TMr ups 1 1A5p[ �° ' 4 real COAT FACTORY ,tY �L .''v Asa Ste' S'M 8fta ' to m frs STN '6i7!" 'fer6- sns D + rue .ant slss I sa sin •�.� a ytue s - ®+, SEARS ��7ffh77f uM1s�iT (R� (� a 100102 ,� OUTLET a,3 w _ n 3 VI�IN' F08ER ! ,sts xyUYM2E ' ' isms w a ® •u 22934 t n�s= t$ u d - ME 21 27490 RE 24203Fit SUN Al SKI �'�" SPORTS 30127 F:4i : DDRgggIIl D��s� f W �p®�� � p®� �„1 f fiR R 3 ^D7D ®per ®9 _®(_'® ® w y®, ® IR dM ® 45c ' a ay•® lire ,I ® N '9g5"' 41tT' S1g sas ® f6d" I&z iYlii (°',,�1 `Z' aPo'isi ,JR. "6TN'I amn�ssxru iYG �qs�i 7w!, s>� iT5' Fs17" Pour 1 r " 11 r�of nr ra. F in rss SraRle'fr .,y,..� er.+ v w w fr,. ff tlS 4 eA3Ma1 RJ Y afJ' +.Sa3 4 R Y69aN 51 w +7a .LYLRs1A0Pol:ULTURE + red' f srIDuNS s�au d °sw F■a•' s'{fit�s �OR1g;M ns w II a aa' u yr a G ,IbIIRIYARa f+n.f�InS�A+r sf u.l ga�l.r ilf'I+.r^ sG rtr R1 N ENTRY 3FOOTB at Q BLUE P LJ= t =l - R - BONNET U T S K e a FOLLY N M L STEVE AND © OF a'STH B0�0 CS M RAINREST OLDNAVY GRJP BED BATH — SAKS FIFTH AVENUE —A—MILLION .Li CAFE 23329 97 B4RR3'$ ' 22819 34982 e's 23967 ,O 22602 sE 23257 & 4B0340ND E J VICINITY MAP Br E w ° ENTRY 2A ENTRY 2B F ❑° °❑ JCPENNEY DM D" 13 OUTLET STOREsC2 °on � US TEXAS sc3 ' ° D 106207 R'W9E ra SC1 La.., _ ° FOL.LL Y O FOLLY 6Y —- --_ a•w LASIIMCALL SC4 7 ra 'Y NEIMAN MARCUS Irk 33429 ITE 3r I� n 2r w N e v N is H:\TMC - CAD\OLP and OSP\August 2006 Submission\August DWGs\Grapevine - OLP-2006-019-01.dw9 ff SOURCE INFORMATION REOUESTOR: JimGavan GRAPEVINE MILLS Building References: OLP-2006-07-05 DRAWN BY; Site Sgnotures,Inc. GRAPEVINE, TX Sit. ReTerances: EDMS ID: --- r This plan Is for th.purpose of sit.location and 0 GRAPEVINE OPERATING LEASE PLAN gen.rul arran0.m.nf ant,•,indicolin9 relative non locations.it Is not lydend.d as i an ndus•ment or MILLS. rapr...ntvllan that the;dsnfii..of th. OLP-2006-0 — •1 eeupan.n v r rill be as set forth herein. Landlord r.s—41 right to change the Idenlifles � t� � I � �—a .e� � �■■ ■ A ._ SCJq1Jq1Wmq 707 Lake Cook Road, Suite 200 Eff4fff19A9A5r'11U4G Deerfield, IL 60015 Phone: (847)272-8340 Fax: (847)272-2639 Fire Protection ■ Code Consulting ■ Risk Control ■ Security Consulting Email., December 7, 2005 Mr. Jerry Cool Plans Examiner City of Grapevine 200 S. Main Street Grapevine, TX 76099 Re: Building Code/Fire Protection Program for Grapevine Mills Program Registration No. 0102, Revision No. 7 SEC Project No. 1796008-055 Dear Mr. Cool: Enclosed is Revision No. 9 to the Building Code/Fire Protection Program for Grapevine Mills. This is a comprehensive revision to the Program that is intended to: • Provide correlation between the construction codes used for the original design of Grapevine Mills and those that were adopted by the City of Grapevine in 2005 (e.g., the 2003 IBC, 2003 IPC, 2003, IMC, 2003 IFGC and 2002 NEC), and • Address the issues that are affected by addition of the Horchow space to Neiman Marcus. Please insert replacement pages and discard old pages as follows: Discard Old Pages Insert New Pages CommntsfFLeas.on for Ch"g.e None P. 1.1 Information about using the new (Revised December 5, 2005) construction codes adopted by i City of Grapevine, TX. p. 2 (Rev. Nov. 19, 1997) p. 2 Current Operating Site Lease (Revised December 5, 2005) p. 3 (Rev. June 2000) pp. 3 &3.1 List of new construction codes (Revised December 5, 2005) adopted by City of Grapevine, TX. p. 4 (Rev. June 2002) pp. 4 &4.1 Correlation to 2003 IBC. (Revised December 5, 2005) Schirmer Engineering Corporation Mr. Jerry Cool -2 - December 7, 2005 City of Grapevine, TX SEC Project 1805201-000 Discard Old Pages Insert New. Pages CommentsiReasoan for Change p. 6 (Rev. Nov. 19, 1997) pp. 6 through 8 Correlation to 2003 IBC. p. 7 (Rev. Oct. 1999) (Revised December 5, 2005) p. 8 (Issued Dec. 9, 1996) p. 10.1 (Rev. Oct. 1999) p.10.1 Correlation to 2003 IBC. (Revised December 5, 2005) p. 11 (Issued Dec. 9, 1996) p. 11 through 12.1 Correlation to 1999 edition of p. 12 (Rev. Jan. 15, 1997) (Revised December 5, 2005) NFPA 13. p. 35 (Rev. October 1999) pp. 35 through 40 (Revised Revisions to Means of Egress pp. 36-39 (Rev. June 2002) December 5, 2005) sections based upon current leasing arrangement (including p. 40 (Rev. July 7, 1997 new Horchow space). p.42 (Rev. June 2002) p.42 Revisions to Means of Egress (Revised December 5, 2005) sections based upon current leasing arrangement (including new Horchow space). p. 44 (Rev. June 2002) p. 44 Revisions to Means of Egress (Revised December 5, 2005) sections based upon current leasing arrangement (including new Horchow space). p.45 (Rev. June 2002) p.45 Revisions to Means of Egress (Revised December 5, 2005) sections based upon current leasing arrangement (including new Horchow space). pp. A-2 through A-17 [pp.A-2 through A-27 Correlation to 2003 IBC. (Revised December 5, 2005) Please do not hesitate to call if you have any questions. Sincerely, SCHI ER ENGI4 N=ErftIN PO RATION 7 Sarah A. Rice, C.B.O. Project Director (r/ssr) Enclosure NEW CONSTRUCTION - 2005 Grapevine Mills was originally designed and constructed using the 1991 Uniform Building Code (UBC) as the fundamental construction code. The City of Grapevine, Texas in 2005 adopted, among others, the 2003 ICC International Building Code (IBC) as the building code for new construction. (See the section on Applicable Codes.) With the adoption of the 2003 IBC, all new construction at Grapevine Mills is now required to comply with both the 2003 IBC and this Program, whichever is more restrictive. This report, the Building Code/Fire Protection Program for Grapevine Mills, was developed to provide an overview of the physical construction and operational features for the project, including construction type, exit requirements, fire suppression, smoke control, and fire alarm systems for Grapevine Mills. This report has been modified to: • Include additional issues and clarifications that resulted from discussions with jurisdictional authorities and serves as documentation for the approved methods; and • Address the differences between the 1991 UBC and the 2003 IBC. Where the 2003 edition of the IBC uses different terminology or regulates an issue in a manner that is more restrictive than the 1991 UBC, information has been added to this Program. The new sections are titled "New Construction — 2005." In addition, the Fire Protection/Building Code Criteria Summary found in Appendix A has been modified to provide cross-references to the applicable sections of the 2003 IBC. SEC Project No. 1796008-001 - 1.1 - December 5, 2005 1i -._—_.•—..'9 im m A.. 099 3LI!6 Wol!NLgt IN=Y0 53m-sm 00L 3Nog MM 'VA'NOlONrW Z. 11 'oA99 SNfTIo�'N tOLL L' ,N Vl 00l£ NA1V7 Nv0'41CY ams NU30N og!1m"NlN33m am Bl6 7£N1 8 SM CKIG NM'W o0£t • It j li : -dtlO�0NrtA3NgN3lHY011111% NW830 Y933N '04 5eH3N10N3 dLv `.�M`MlvgY1MNYA`JN 'rrf 8gln�OSBV L4'tl ''"Su I�089YULL8 N0i YtlWtlO�.$rmv 3Nt � � •,-n...0a apo��'1.'N�ro•doosP�+n'I swgu!su3 d3waLgau!elrj!0nry�n,Nr b[ydny� �m7!Y+LY ,adolana0/'�°W^o Z c� A ! ° r - wa a d aw o rn �m4m JN ,Q_ ONrt W Q mx o�o'aO nmonmW. Y Y m Y n;mnln� m QUU' _ m,o�gmin FM � ¢18 �oW m Z.2 2 W. Prr n P x fl!W'•'�w .I Atli 'Oro mm W JOF rCmm 2 Z � F v OYOn m7 Lam_, Z �Jp' GU WYarN �� ^ > UU O a 3m < m O C O p Nm Tom ZNNOmi ,6 GN WI �.m ^mmmW • N4��mHN W a��AN aN•-N .�J tj ED �oomcmio way+ �«'zi:;i8 ux t "�' 0 oom 4Fn Tammmrm oxui Sy_ � �� }� o oro� o�r;" £+FP• d' a�j,.'r'a`+igv c:dKr,�.xs at Rrc UUU�'�U s.+UU a��nIP C' j � � ; jam' ., , - w.a' F••�' •r«nr CL«eu�mo.res im t, og{ a�Y!i��' .s mis bEb i= a c Is. i�ra F v bb b ra v'�eUs a m��.c�� ,�$�^-�(�` ; ;� ;wR.' � � �• I �� fat-•.•��. ,•-•�`'i � 'i� '. �; �. g hbwh&l�brghr6bb'bb�Y ;hp ��, < i =` ...y Ii 141 "" -i_I , 3- `'�U I� y '1 O3-.,a o ?xz¢ r��Q ln� Rm_i,�l^ t ,•III a urc..mom:. �.�Y•rji`Lc :t. \ °'"�. w :zi ��§ i .:r w 1. ' - •1 ° �}. `�'� ° ► Y - t:se � Yia �.iw; O~K� xxx Nwie K �yt�E.K *xs'M..� \�' � �`=�.•'}`•r Sj 4..,� .'\ 4 �� ��"' X 1 1-S �K� r n S K � arz.mama '�. � l"O •' �� / Q ,�a• R ^I `�. ^- 1 1�3� -R. °�•p.,,I- `P..�'7r. If//�ei "'�.�,,., 'O•�o.B S /// "m' ��,tr•,trb`I'sbmblxMb �hlb_kthibf`, ¢�� Q x s ��I�pmsai , 1_: In 1 1 I (✓ _fir" ,� �`��;`�'�.y t/ /` /, t < m LU -alb br b tN b IA b'b bld'n ,b b A"Al b b i!, 1 •,� ?i, 4 F�� �® I ! /, %16 '-^ S s ri FF_ 12 g y:oioln a'a« aiin =• '$, r, fi .�` r% ..A1 - '-cab_� "`:. '"i! /?j Cl� u f/� y'V �; — '�,m �i� ,$t.� ���. op�•Ir.��'���e� j °1� �F�`/� It`yr �� y� i f ; { _I� �; "��� ��a���-�;+a� ra��'` ��� N � � i 1 ! b I t J�j + �•1 I �jy, / /-L�IL:: � $q W g { i CO �o •[R .�` ' I�• sl' 1 !.� i '� !' k'�'s �F r ��1 -. ¢� d', �y �j c,ansE„xla eak a;m } I:t, c,.•C y.. �:• y`'". ,� %49 � - /1 t5• r � ��Er' � r I ���' FIGURE 1 SITE PLAN SEC Project No. 1796008-001 - 2 - December 9, 1996 Revised December 5, 2005 APPLICABLE CODES Grapevine Mills was originally designed and constructed using the 1991 Uniform Building Code (UBC) as the fundamental construction code. The City of Grapevine, Texas in 2005 adopted, among others, the 2003 ICC International Building Code (IBC) as the building code for new construction. With the adoption of the 2003 IBC, all new construction at Grapevine Mills is now required to comply with both the 2003 IBC and this Program, whichever is more restrictive. New Construction — 2005 The following have been identified as applicable codes for all new construction at the Grapevine Mills project: • ICC International Building Code (IBC), 2003 edition, as amended by the City of Grapevine • ICC International Mechanical Code (IMC), 2003 edition, as amended by the City of Grapevine • ICC International Fuel Gas Code (IMC), 2003 edition, as amended by the City of Grapevine. • ICC International Plumbing Code (IPC), 2003 edition, as amended by the City of Grapevine • Uniform Fire Code (UFC), 1991 edition, as amended by the City of Grapevine • National Electrical Code (NEC), 2002 edition, as adopted by the City of Grapevine • Texas Accessibility Standards (TAS), effective April 1, 1994* *'This standard has been certified by the U.S. Department of Justice as providing equivalent standards to that of the Americans with Disabilities Act Accessibility Guidelines. SEC Project No. 1796008-001 - 3 - December 9, 1996 Revised December 5, 2005 Original Design The following are the codes that were applicable to the Grapevine Mills project through 2005: • Uniform Building Code (UBC), 1991 edition, as amended by the City of Grapevine • Uniform Mechanical Code (UMC), 1991 edition, as amended by the City of Grapevine • Uniform Plumbing Code (UPC), 1991 edition, as amended by the City of Grapevine • Uniform Fire Code (UFC), 1991 edition, as amended by the City of Grapevine • National Electrical Code (NEC), 1993 edition, as adopted by the City of Grapevine • Texas Accessibility Standards (TAS), effective April 1, 1994* *This standard has been certified by the U.S. Department of Justice as providing equivalent standards to that of the Americans with Disabilities Act Accessibility Guidelines. Note: Current editions, not listed above, of specific codes or standards will be applicable when permitting occurs after the effective date of the appropriate document. This will generally apply to certain major tenant spaces. SEC Project No. 1796008-001 - 3.1 - December 9, 1996 Revised December 5, 2005 BUILDING FEATURES Occupancy Under the 1991 UBC, the covered mall building is classified as a Group B, Division 2 (retail) occupancy with accessory Group A (assembly) occupancies. The proposed assembly occupancies consist of entertainment tenants, restaurants and a movie theater. These types of assembly occupancies are classified as Group A, Division 3 occupancies if the occupant load is less than 300 persons, or Group A, Division 2.1 occupancies if the occupant load is 300 persons or more. For the theater area, actual seat counts will be used to determine the number of occupants. One occupant per 15 square feet of net area will be used to determine the occupant load of restaurant-type dining areas. The mall area also includes a food court seating area. Although not specifically addressed by the applicable code, the actual seat count for the food court will be added to the mall occupant load, as discussed in the Means of Egress section of this report. New Construction — 2005 Under the 2003 IBC, the covered mall building is classified as a mixed occupancy building, containing Group A-1 (assembly — theaters), Groups A-2 (assembly - restaurants/food court/entertainment tenants), Group B (business - offices), Group M (mercantile - retail) and Group S-1 (storage — leasable storage) occupancies. A UBC Group A, Division 3 is an IBC Group A-1 or A-2 with an occupant load of less than 300 persons, and a UBC Group A, Division 2. 1 is an IBC Group A- 1 or A-2 with an occupant load of 300 or more persons. Occupancy Separations Occupancy separations are not required under the 1991 UBC between Group B, Division 2 and Group A, Division 3 occupancies. Should there be any Group A, Division 2.1 occupancies, a one-hour fire resistance rated occupancy separation would be required between that occupancy and a Group B, Division 2 occupancy. SEC Project No. 1796008-001 - 4 - December 9, 1996 Revised December 5, 2005 As described in a later section of this report, however, two-hour fire resistance rated separations will be provided to separate Group A, Division 2.1 occupancies from the remainder of the mall building. Section 5605(b) of the UBC allows omission of protected openings at the main entrance between the mall and any tenant space which comprises a distinct occupancy. Individual tenant spaces comprised of two distinct occupancies will be provided with the required separations as described in the UBC, or meet the more restrictive exiting and fire protection requirements of the occupancies present. New Construction - 2005 While occupancy separations are not required under the 2003 IBC between Group M and Group A occupancies, Group A occupancies will be separated from other occupancies in accordance with the original design described above. A UBC Group A, Division 3 is an IBC Group A-1 or A-2 with an occupant load of less than 300 persons, and a UBC Group A, Division 2. 1 is an IBC Group A- 1 or A-2 with an occupant load of 300 or more persons. SEC Project No. 1796008-001 - 4.1 - December 9, 1996 Revised December 5, 2005 Construction Type Grapevine Mills is considered an "unlimited area" building which may be of any construction type permitted by the UBC [Sec. 5602(a)]. In order to be of unlimited area, the covered mall building must consist of a maximum of two levels and be provided with a minimum 60-foot width of open space around the entire building [(Sec. 5602(b)]. Courts and exit courts will exist that are less than 60 feet in width. However, the 60-foot open area is maintained at the outer boundary of each court. Although the UBC would permit wood construction, noncombustible construction will be generally used. This will assist in limiting the fuel loading should a fire occur and eliminates the potential for combustible concealed spaces. New Construction 2005 Under the IBC, Grapevine Mills is considered a ucovered.mall building" which may be of Type 1, Il, Ill or IV construction permitted by the IBC (Sec. 402.6). Though the IBC allows covered mall buildings to have up to three levels, in accordance with the original agreement Grapevine Mills will be limited to a maximum of two levels. As a Type II-N building, the amount of Group B, Division 2 occupancy is unlimited. The total area of accessory occupancies (occupancies other than Group B, Division 2) is limited to a maximum of 25% of the gross leasable area [Sec. 5605(a)] and 3 times the basic area permitted by Table 5-C of the UBC for the type of construction permitted. For Group A, Division 3 occupancies, a maximum of 27,300 square feet is permitted for each accessory use. Unprotected roof framing is permitted in one-story portions of Type II, one-hour construction for a Group A, Division 3 assembly area that is open to the roof framing system and when there are no concealed spaces within the roof framing system. With Type II-N construction, Table 5-C of the UBC indicates that Group A, Division 2.1 occupancies are "not permitted." The overall area of certain major tenants with predominant assembly use (Group A, Division 3 and Division 2.1) will exceed the 27,300 square foot limit. This would include the movie theater complex, entertainment, and restaurant tenants. The theater complex will likely be subdivided into several smaller theaters. As the entire project will be built and function as one building, it is necessary to develop a program that addresses the potential use of large assembly areas while maintaining a reasonable level of safety, as intended by the UBC. The following program is provided for the Group A, Division 2.1 occupancy tenants (IBC Group A occupancies with an occupant load of 300 persons or more): SEC Project No. 1796008-001 - 6 - December 9, 1996 Revised December 5, 2005 1. The entire project is Type II-N construction. Group A, Division 2.1 (Assembly) occupancies will be of Type II one-hour construction, regardless of the number of stories, as agreed upon with the City of Grapevine. 2. The entire project is to be protected by electrically supervised automatic sprinkler systems, itself providing a high level of life safety as demonstrated by fire loss statistics. 3. An appropriate fire alarm system will be provided for the assembly occupancies. Group A, Division 2.1 occupancies will have an automatic voice-type fire alarm system as described in a later section of this report. 4. Although a one-hour occupancy separation is required by Table 5-B of the UBC (as amended), a two-hour separation wall will be provided between the major assembly (A-2.1) tenants and the remainder of the mall. Refer to Figure 2 for an illustration of fire resistance rated partitions at Grapevine Mills. This is regardless of the construction type of the tenant. In addition, although not required by code, a dual- fed water curtain will be provided as opening protection between the mall pedestrian area and the tenant. A water curtain will be located on both sides of the communicating openings and will consist of sprinklers located six feet on center. The water curtain on the tenant side of the opening will be supplied from the mall sprinkler system. The water curtain on the mall side of the opening will be supplied from the tenant sprinkler system. This double water curtain arrangement maintains a high level of reliability that one water curtain will be in service, even if either the mall's or tenant's sprinkler system is out of service. Each water curtain will be hydraulically designed to provide a minimum of three gpm per lineal foot of opening (18 gpm per sprinkler) in accordance with National Fire Protection Association Standard 13 - 1989, as referenced by UBC Standard 38-1. New Construction - 2005 Each water curtain will be hydraulically designed to provide a minimum of three gpm per lineal foot of opening (18 gpm per sprinkler) in accordance with National Fire Protection Association Standard 13 — 1999. 5. A smoke control system will be provided within major assembly tenant (Group A, Division 2.1) spaces. The system will be of a similar design to that of the covered mall. SEC Project No. 1796008-001 - 7 - December 9, 1996 Revised December 5, 2005 6. An exiting system will be provided that will be evaluated with dynamic exit models in order to provide reasonable assurance that safe egress from each assembly area will be available to the occupants before the on-set of life threatening conditions and structural failure. The intent of the code is to provide protection to the occupants of the assembly area, permitting their ability to safely evacuate the building in the event of a fire originating in either the adjacent retail use or within the assembly area itself. The program addresses this concern. The City of Grapevine authorities have indicated their approval of this concept. A unique situation also occurs with the food court seating area. UBC Section 601 defines Group A, Division 2.1 occupancies as assembly areas having an occupant load of 300 people or more. Therefore, the food court seating area may be classed as such, technically requiring a one-hour separation from the retail uses, per Table 5-13 of the UBC.. Occupants in the seating area are the same occupants walking in the common mail space. Therefore, occupants constitute no more of a hazard than they do walking around the mall. In addition, unlike a theater, the food court is open (i.e., not a confined tenant space), with ample lighting which permits (1) multiple paths of travel for occupants to get away from a hazard and (2) wide visual perspective of the area by the occupants so as to notice the onset of hazardous conditions. Recent changes to the UBC recognize food courts as an integral part of the mall building and do not require an occupancy separation. Therefore, no special features are proposed. Exit courts, located at various points along the perimeter of the building, will be constructed in accordance with UBC Section 331 1(d). For courts less than ten feet in width, the walls of the court will be of one-hour fire resistive construction for a minimum distance of ten feet above the floor of the court. Openings in exit court walls less than ten feet in width will be protected with assemblies having a fire resistance rating of %-hour. Tenant Separation Walls The Grapevine Mills project incorporates tenant demising walls consisting of metal studs extending to the roof deck with 5/8" Type X gypsum wallboard on each side of the studs (one-hour construction), to a height of 12 feet. This leaves open metal stud framing above the 12-foot wall level to the bottom of the roof deck. SEC Project No. 1796008-001 - 8 - December 9, 1996 Revised December 5, 2005 TABLE A FIRE RESISTANCE RATED SEPARATION SUMMARY' Fire Resistance Fire Resistance Rating Separation Type/Location Rating of Separation of Door Assembly Retail/Small Assembly (UBC 1 Hour [Table 5-B2] 1 Hour, self- or automatic Group A, Div. 3 — IBC Group A closing [503(c)(4), 4306(f)B] w/occupant load < 300 persons) Retail/Large Assembly (UBC 2 Hour [Program] 1 '/2 Hour, self- or automatic Group A, Div. 2.1 — IBC Group A closing [503(c)3, 4306(f)B] w/occupant load of 300 or more persons) Retail Tenant/Exit Passageway 1 Hour [3312(a)] 1 Hour, self- or automatic closing [5604(f)] Retail Tenant/Service Corridor 1 Hour [3305(g)] % Hour, self- or automatic closing [3312(a)] Electrical Switchgear and 3 Hour [Program] 3 Hour, automatic closing Transformer Rooms [503(c)2, 4306(f)A] Electrical, Telephone Equipment 2 Hour [Program] 1 %2 Hour, gasketed, self- or 1 Rooms, and Service Areas automatic closing [Program] Fronting on Exit Passageways Cross Corridor Doors Between 1 Hour [3312(a)] % Hour, self- or automatic Service Corridor and Exit closing [3312(a) , 4306(f)C] Passageway Secondary Exit Corridors Within 1 1 Hour [3205(g)] Fdosing self- or automatic Tenant Spaces [5604(f)] Mall Pedestrian Area/Exit 1 Hour [3312(a)] , self- or automatic Passageway [3312(a), 4306(f)B] Mall Pedestrian Area/Service 1 Hour [3305(g)] % Hour, self- or automatic Corridor closing [3312(a), 4306(f)B] Central Toilets/Exit Passageway 1 Hour¢ 20 minute, self or automatic closing' 'All references are to the 1991 edition of the Uniform Building Code, unless otherwise noted. "Program" references are to the Building Code/Fire Protection Program for Grapevine Mills. See Appendix A for cross-references to the 2003 International Building Code. 'As amended by the City of Grapevine. 'Doors are not required at the interface between the mall pedestrian area and the corridors serving central toilet rooms. 'As agreed with the City of Grapevine. SEC Project No. 1796008-001 - 10.1 - January 15, 1997 Revised December 5, 2005 Automatic Sprinkler Protection The entire covered mall building, including major stores and specialty stores, will be protected with electrically supervised automatic sprinkler systems as required by the UBC. The water supply for the sprinkler systems, fire hose valve outlets, and hydrants around the mall will be from an underground water supply loop having redundant connections to the municipal water system (refer to Figure 1). The municipal system and its supply to the mall have been reviewed and are considered to constitute a two-source water supply for reliability purposes. Waterflow tests on the 16" main on the west side of the property produced the following results: Static: 78 psi Residual: 75 psi Flow: 2,211 gpm This is considered a relatively strong water supply, and the use of fire booster pumps is not considered necessary for the contemplated uses. All systems will be designed in accordance with NFPA 13, Installation of Sprinkler Systems, 1989 edition, as referenced by UBC Standard 38-1 . The roof level sprinklers will be hydraulically designed based upon a maximum storage height of 12 feet of ordinary hazard commodities within the retail areas of the covered mall building. The minimum design density for the roof level sprinkler systems will be 0.20 gpm per sq.ft. over the hydraulically most remote 3,000 sq.ft., in accordance with insurance criteria. This design density is well above that required by NFPA 13. The system will also be designed to deliver 250 gpm simultaneously to the hydraulically most remote fire hose outlet while flowing 250 gpm at the building exterior. New Construction - 2005 AY new systems will be designed in accordance with NFPA 13, Installation of Sprinkler Systems, 1999 edition. The design must be based upon waterflow test data taken at the site and within a specified time period acceptable to the local authorities. SEC Project No. 1796008-001 - 1 1 - December 9, 1996 Revised December 5, 2005 Storage height arrangements and/or storage of commodities, other than those referenced above, will be in accordance with the applicable NFPA standards and insurance criteria. The applicable required density requirements must, however, meet or exceed the minimum ceiling design density requirement (0.20 gpm per sq.ft.) that is based upon ordinary hazard commodities stored at a maximum height of 12 feet. Roof level sprinklers will be spaced at a maximum of 130 sq.ft. per sprinkler in accordance with NFPA 13 and insurance requirements for ordinary hazard group occupancies. Provisions will also be made in the design of the tenant roof level sprinkler system piping to accommodate a limited number of a second level of sprinklers to be installed below the roof level. This will provide for additional protection should a tenant's decorative ceiling obstruct the required water distribution pattern from sprinklers at the roof level. Effectively, the roof sprinkler piping will be designed to accommodate future additional sprinklers, if necessary. This will be accomplished by designing the overhead roof sprinkler system to accommodate a 25% increase in the initial design density resulting in a design density of 0.25 gpm per sq.ft. over the hydraulically most remote 3,000 sq.ft., plus a 250 gpm interior hose stream allowance and 250 gpm exterior hose stream allowance. The increased design density will, in effect, be applied over the hydraulically most remote area based upon the actual design density. Refer to Figure 3 for an illustrative comparison of required versus proposed design densities. The higher initial sprinkler system densities will have a substantial effect at controlling fires in the building. Sprinklers provided below any tenant ceiling areas will also be installed in accordance with NFPA 13. The minimum design density for tenant ceiling level sprinklers will be 0.20 gpm per sq.ft. over the hydraulically most remote 3,000 sq.ft. Spacing of tenant ceiling level sprinklers over retail areas will be 130 sq.ft. maximum. Sprinkler spacing over tenant office areas will be at a maximum of 225 sq.ft. SEC Project No. 1796008-001 - 12 - December 9, 1996 Revised December 5, 2005 Another alternative design feature for Grapevine Mills addresses the arrangement of overhead sprinkler piping. The current sprinkler system provision for covered mall buildings, specifically UBC Section 5603(a), requires that the sprinkler system be installed in such a manner that when any portion of the system serving tenant spaces is shut down, the sprinkler system serving the mall will remain operational. This requirement is based on an operational concern intended to minimize out-of- service areas of sprinkler protection caused by frequent changes or remodeling of tenant spaces. Effectively, this criterion requires that independent system risers be used to serve sprinklers in tenant areas and the pedestrian mall. The sprinkler system design concept proposed for Grapevine Mills will also rely upon independent system risers for tenant and mall areas. SEC Project No. 1796008-001 - 12.1 - December 9, 1996 Revised December 5, 2005 Section 5604(d) of the UBC requires that Group A, Division 1, 2 and 2.1 occupancies, other than drinking and dining establishments, be located in a mall such that the entrance to the space is immediately adjacent to a principal entrance of the mall. Additionally, at least one-half of their required exits are to open directly to the exterior of the covered mall building. For Grapevine Mills, such occupancies will be provided with exit facilities as specified by code. However, when computing mall egress requirements, the major assembly spaces have been computed as for other Majors, adding gross leasable area into the mall exit width calculation to allow for possible future use as retail spaces. Large assembly tenants, such as Major/Anchors E and B, will have their exiting independent of the mall. As Section 5604(g) indicates, the "mall" may be considered a corridor. Some rear passageways may be designed as corridors with reentry to the mall from the corridor as part of the exit scheme. Occupant Load Calculations The following calculations illustrate that adequate exiting will be provided for Grapevine Mills, based upon reasonable assumptions. Refer to Figures 11 through 13 for a graphic representation of the Grapevine Mills egress scheme. The egress drawings are based upon the current operating leasing plan, dated October 3, 2005. Definitions The following definitions are provided to distinguish between the various types of tenant spaces at Grapevine Mills for exit calculation purposes only. Non-Major Core Tenants: Tenants inside "racetrack" mall with exit access via the mall or central exit passageway only. Non-Major Tenants: Perimeter tenants with exit access via the mall or exit passageway. Major Core Tenants: Major tenants inside "racetrack" mall with exit access via the mall or central exit passageway only. Major Tenants: Tenants located on the perimeter of the covered mall building with direct access to the exterior. SEC Project No. 1796008-001 - 35 - December 9, 1996 Revised December 5, 2005 Assumptions • Two-thirds of the occupant load of non-major tenants will exit via the mall; 1/3 to exit passageway or exterior. 0 One-third of the occupant load of major retail, restaurant, and assembly tenants with a main exterior entrance will exit via the mall; 2/3 to exit passageway or exterior. 0 Two-thirds of the occupant load of major retail, restaurant, and assembly tenants without a main exterior entrance will exit via the mall; 1/3 to exit passageway or exterior. • Exit passageways will be a minimum 66" clear width, except for the central exit passageway. 0 The central exit passageway is 11 feet 6 inches in clear width. 0 The central exit passageway is sized to accommodate 1/2 of the largest expected core area tenant space occupant load. • Individual occupancies will be provided with exiting facilities in accordance with applicable UBC requirements. • Majors E and B will have exiting independent of the mall. • For mall exit capacity purposes, major assembly tenant spaces have been considered the same as other major tenant spaces based upon the provision of a main exterior entrance. For tenant exiting purposes, a major assembly space will exit a minimum of 50 percent of the calculated occupant load to the exterior, per UBC requirements. Area Summary' Non-major Tenants (perimeter and core)- Specialty Stores 493,868 sq.ft. Restaurants 9,790 sq.ft. Kiosks/Leasable Storage 27,310 sq.ft. Food Court Tenants 11,033 sq.ft. 542,001 sq.ft. SEC Project No. 1796008-001 - 36 - December 9, 1996 Revised December 5, 2005 Major Tenants With Main Entrance/Exit to Exterior: Al. Sun & Ski Sports 30,127 sq.ft. D. Gameworks (w/mezz.) 32,223 sq.ft. G. Children's Place 20,000 sq.ft. I. Burlington Coat Factory 100,102 sq.ft. J. JC Penney Outlet Store 106,207 sq.ft. K. Bed, Bath & Beyond 40,340 sq.ft. 0. Neiman Marcus 43,879 sq.ft. S. Off 5th Saks Fifth Avenue Outlet 34,982 sc 407,860 sq.ft. Major Tenants Without Main Entrance/Exit to Exterior: A2. Sears Outlet 22,934 sq.ft. C. Western Warehouse 20,130 sq.ft. F. ESPN Skate Zone 42,400 sq.ft. H. Marshall's 29,397 sq.ft. L. Group USA 23,257 sq.ft. M. Old Navy 23,329 sq.ft. N. Rainforest Cafe 22,602 sq.ft. P. Books A Million 23,967 sq.ft. Q. Forever 21 24,203 sq.ft. R. Virgin Megastore 27,490 sq.ft. T. Casual Corner 22,819 sq.ft. U. Sports Authority 48,763 sg.ft. 331,291 sq.ft. Major Tenants With Exiting Independent of Mall: E. AMC Cinemas 108,733 sq.ft. B. Dr. Pepper Starcenter 78,344 s 187,077 sq.ft. Total Gross Leasable Area: 1 546 573 s .ft. SEC Project No. 1796008-001 - 37 - December 9, 1996 Revised December 5, 2005 Occupant Load Calculations for Persons Exiting, Through the Mall' A. Total Area of Non-Major Tenants = 542,001 sq.ft. Occupant Load = 542,001 sq.ft. - 50 sq.ft./person 10,840 persons B. Total Area of Major Retail, Restaurant and Assembly Tenants with Main Entrance/Exit to Exterior = 407,860 sq.ft. Occupant Load = 407,860 sq.ft. _ 50 sq.ft./person = 8,158 persons _ C. Total Area of Major Retail, Restaurant and Assembly Tenants Without Main Entrance/Exit to Exterior = 331,291 sq.ft. Occupant Load = 331,291 sq.ft. = 50 sq.ft./person = 6,626 persons D. Food Court Seating Area Occupants = 956 persons2 E. Total Number of Occupants Exiting via the Mall = 2/3 (non-major tenants) + 1/3 (major retail, restaurant and assembly tenants with a main entrance to exterior) + 2/3 (major retail, restaurant and assembly tenants without main entrance to exterior) + Food Court seating area occupants 2/3 (10,840 persons) + 1/3 (8,158 persons) + 2/3 (6,626 persons) + 956 persons 7,263 persons + 2,693 persons + 4,440 persons + 956 persons Occupant Load of the Mall = 15,352 persons F. Required Exit Width from the Mall = 15,352 persons (0.2"/person) 255.9 feet SEC Project No. 1796008-001 - 38 - December 9, 1996 Revised December 5, 2005 mess Width Calculations for the Mall A. Actual Width Provided from the Mall = Four main entrances/exits (Entry Nos. 1, 3, 4, 6) at 198" of clear width each (66.0 feet) + One main entrance/exit (Entry No. 5) at 473" of clear exit width (39.4 feet) + One main entrance/exit (Entry No. 2A/B) at 429" of clear exit width (36.0 feet) + Ten pairs of exit access corridor doors from the mall at 66" of clear exit width per pair (55.0 feet) + Four sets of four exit access corridors doors from the mall at 132" of clear exit width per set (44.0 feet) + Three pairs of 33" exit doors serving three exit access corridors near the Food Court (16.5 feet) B. Exit Width Provided from the Mal13 66.0 feet + 39.4 feet + 36.0 feet + 55.0 feet + 44.0 feet + 16.5 feet 256.9 feet Notes: 1. Based upon data taken from operating Lease Plan, dated September 5, 2005. 2. Based upon actual seating. 3. The calculations do not include the central corridor as part of the required capacity for mail exiting, an additional 23 feet. Kress Time Based upon calculated occupant loads and the locations, sizes and quantities of exit doors, estimates have been computed for the time to egress the building using "FASTLite," a collection of relatively simple equations for calculating fire phenomenon. (FASTLite was developed by the U.S. Department of Commerce, National Institute of Standards and Technology, Building and Fire Research Laboratory, Special Publication 899, April 1996.) SEC Project No. 1796008-001 - 39 - December 9, 1996 Revised December 5, 2005 Calculations of estimated egress times were performed for various portions of the building to verify that the occupant egress time would be well within the time estimated for the onset of hazardous conditions. It should be noted that these calculations are based on several assumptions. First, it assumes that the most efficient egress paths are chosen, that no "wayfinding," verification or assistance is needed, and that the flow speed is independent of density. Yet, the calculations do provide some useful information. The calculations estimate that the occupant egress time for this building is 180 seconds for able-bodied persons and 260 seconds for the typical disabled person. Given the uncertainties of the assumptions, as stated above, it would be prudent to include a factor of safety of 100 percent, resulting in evacuation times of 360 seconds and 520 seconds, respectively. This conservative estimate is well within the more than 30 minutes available for safe egress in the typical mall space, even without the effect of automatic sprinkler and smoke control system operation. SEC Project No. 1796008-001 - 40 - December 9, 1996 Revised December 5, 2005 TABLE:3 EXIT ANALYSIS SUMMARY (mail exits provide a total capacity of 15,415 per versus a calculated occupant load of T 335 persons'`) Occupant Load Exit Feature Clear Width (�n,i CapacitX .. Assi ned to Exit Entry 1 198 990 985 Entry 2A/2B 473 2,365 2,358 Entry 3 198 990 985 Entry 4 198 990 985 Entry 5 432 2,160 2,155 Entry 6 198 990 985 Passageway A 66 330 329 Passageway B 66 330 329 Passageway C1 132 660 656 Passageway C2 198 990 985 Passageway E 66 330 329 Passageway F 132 660 656 Passageway G 66 330 329 Passageway H 66 330 329 Passageway 1 132 660 656 Passageway J 66 330 329 Passageway K 66 330 329 Passageway L 66 330 329 Passageway M 66 330 329 LPassageway assageway N 66 330 329 Passageway 0 132 660 656 Total 3,083 inches 15,415 persons 15,352 persons Notes: 1. Includes Food Court seating area occupant load of 956 persons. 2. Utilizing 33" clear width exit doors. 3. Occupants assigned to each exit on the basis of prorating per entire building. SEC Project No. 1796008-001 - 42 - December 9, 1996 Revised December 5, 2005 TABLE 4 MAJOR RETAIL TENANT OCCUPANT LOAD SUMMARY Total Ufa Total' Occupant Occupant %Total Required Mafor Load' Load Occupant exterior Exit Teflant Area NgJtj {persons) (persons) Load DoorsZ Al. Sun & Ski Sport* 30,127 869 583 286 33 r2. Sears Outlet 22,934 662 444 218 24 Western Warehouse 20,130 581 390 191 24 G. Children's Place* 20,000 577 387 190 43 H. Marshall's 29,397 848 566 283 24 I. Burlington Coat Factory* 100,102 2,887 1,925 963 123 J. JC Penney Outlet Store* 106,207 3,060 2,040 1,020 133 K. Bed, Bath&Beyond* 40,340 11164 776 388 53 L. Group USA 23,257 671 448 224 24 M. Old Navy 23,329 673 449 225 24 0. Neiman Marcus*5 43,879 1,266 849 417 53 P. Books A Million 23,967 691 463 228 24 Q. Forever 21 27,490 793 NIA N/A N/A R. Virgin Megastore 24,203 707 N/A N/A N/A S. Off 5th Saks Fifth Avenue* 34,982 1,009 673 336 73 T. Casual Corner 22,819 659 442 217 24 U. Steve and Barry's 48,763 1,406 938 313 24 TOTAL 641,926 Notes: 1. Based upon 85% of tenant space as retail sales with an occupant load factor of 30 sq.ft./person and 15% of tenant space as stockroom area with an occupant load factor of 300 sq.ft./person. 2. Exterior exit doors, independent of mall exiting for 2/3 of the occupant load of major tenants with main entrance/exits, or for 1/3 of the occupant load of major tenants without main entrance/exits. Minimum door count based upon 33" clear width exit doors and for exit capacity purposes only. Travel distance criteria may require additional exit facilities. 3. Based upon 2/3 of total occupant load exiting directly to exterior. 4. Based upon 1/3 of total occupant load exiting directly to exterior. 5. Includes area of Horchow (10,450 square feet). * Indicates tenant space provided with main entrance/exit to exterior. SEC Project No. 1796008-001 - 44 - December 9, 1996 Revised December 5, 2005 uj to co Lo D CO D � i0 d N M 0) O m W O M 0 C � E 0 CC k a p ° c r' N w °ems � Em 0 -p C LSD CD C axi om m a) <o ° v E E CD o 0 � L ° F m (D W — d Q) W 0 o a Q rn N r Q a 3 axi a ❑ ❑ Q• ;0 II) U) N O 'O E O C F p; r Z M M O N Z �� m 7 +' O U t C C N O a a O U N E 7 � U a �0 ° U fa 'V E •m m _ > a OC v Q N M dN Q O Q *L' U m C F- F- c Z � r` co d Z +, m X C Z M o f .� C O > C m ZN 4 a ` -0 m F- U a O U 4- U N C U 0 .N- 2 C p' m o � O 'C <fi Q 'G �� G' 0 CO J co O `— 6 J C C z m 00 M Z d N 0 m O {o �( Q �' �� v5 Lc) Ln t4 M E .' N C, m a) v, o _ 3U x m M. R- a � `o X U 0 O p•) o F O d 0 _ M LA F U m o L E o m 0 m a ° ° c1. m ° *' o CD ° x uj + * X p 0 X c 0 y Q ,Ta m -C t* M n CO N M ) O 0 t x O } C r Q O 0 tp. H 00 N CO U '� +-' co - >' C. N U J d M 110 O C O N C m X ++ 0 D .�. - O O 0) X CD L - O 0 0 �p C •,C—N c U O U — — N 0 ` m C m N _C O 7 0 c ° u1 '00 -a m m a y m 0 +L+ c _m c aJ C m O dm' N O O Cl) ^ a m 0 m '00 7 N c m M (D N d t0 n w 'y 0 IDaci fm C U m a m 7 U p- U a 7 L _ N cn It O 0 a C + Qv X C O O U 0 a • M O W L X a+te••.' Oc +° O` O m co m n Cm 0 U a i 41 p N co 0 m ) ° m � mO C �C O aci y Y o R R m xi o c E M o +� m ` U N O y a cCa cL0 ,J (a V N O V >,'c0 S m C Ncr cc O a C N N * CL m m 'O m -O 'O 4) 'O N C (= O O +0+ ran c E +3 c y m N �n y O C d o m +' o - >, m d Z m a o �e aa) ,E r0 c m r0n CD ro w E o 0 o 0 0 aCi m m o U m y 0 E w rn a a a a o v oc CD CD 0 O C7 w m Q Q y L C 0 1O o m c o CO m m n. m 4r ° Q 5 m m m m U m m 0 Z w O- 0 w Z N M d m O n 00 * V) APPLICABLE CODES Grapevine Mills was originally designed and constructed using the 1991 Uniform Building Code (UBC) as the fundamental construction code. The City of Grapevine, Texas in 2005 adopted, among others, the 2003 ICC International Building Code (IBC) as the building code for new construction. With the adoption of the 2003 IBC, all new construction at Grapevine Mills is now required to comply with both the 2003 IBC and this Program, whichever is more restrictive. The Fire Protection/Building Code Criteria Summary has been modified to provide cross-references to the applicable sections of the applicable code. New Construction - 2005 The following have been identified as applicable codes for all new construction at the Grapevine Mills project: 0 ICC International Building Code (IBC), 2003 edition, as amended by the City of Grapevine • ICC International Mechanical Code (IMC), 2003 edition, as amended by the City of Grapevine • ICC International Fuel Gas Code (IFGC), 2003 edition, as amended by the City of Grapevine • ICC International Plumbing Code (IPC), 2003 edition, as amended by the City of Grapevine • Uniform Fire Code (UFC), 1991 edition, as amended by the City of Grapevine • National Electrical Code (NEC), 2002 edition, as adopted by the City of Grapevine • Texas Accessibility Standards (TAS), effective April 1, 1994* SEC Project No. 1796008-001 A-2 December 9, 1996 Revised December 5, 2005 *This standard has been certified by the U.S. Department of Justice as providing equivalent standards to that of the Americans with Disabilities Act Accessibility Guidelines. Original Design The following are the codes that were applicable to the Grapevine Mills project through 2005: • Uniform Building Code (UBC), 1991 edition, as amended by the City of Grapevine • Uniform Mechanical Code (UMC), 1991 edition, as amended by the City of Grapevine • Uniform Plumbing Code (UPC), 1991 edition, as amended by the City of Grapevine • Uniform Fire Code (UFC), 1991 edition, as amended by the City of Grapevine • National Electrical Code (NEC), 1993 edition, as adopted by the City of Grapevine • Texas Accessibility Standards (TAS), effective April 1, 1994* *This standard has been certified by the U.S. Department of Justice as providing equivalent standards to that of the Americans with Disabilities Act Accessibility Guidelines. Note: Current editions, not listed above, of specific codes or standards will be applicable when permitting occurs after the effective date of the appropriate document. This will generally apply to certain major tenant spaces. SEC Project No. 1796008-001 A-3 December 9, 1996 Revised December 5, 2005 yco Lo m � , j ro a) O O as O a t°i N rn — o O ai LO •` E ... O O O CO O d N V C c U ++1 LO CD O O O O .S W co O GUi O O a o to a CD o I oaa to cr D 6 m o m a� ` .c c aa) � ° p o OC Cl) �' O U 0 0U O U Q Q U O .O U m 11Z �o 0e- V M c� Cj a o CM M a W ~ m LU LC) ll CO L `_zLc) C.) - X04% N O � a7 +� w to O 'er p> > a a \ O ° C W z N C coO a) -p54 O 'j V .O Q C co Q O a — _I cu o vi O <o N m 4 J 4 a J E D U 6 = y Q o -c 0 O N j Oi O n 3 ci c ° m ai a) ccoo y ° U o m w acn o ca O ., .0 a � Q U o UEi 0 W O ct Q V CD a3 U 0 `� � c y C) tom o F- C: 0 0 �' O 4- m as y O cp y C y V �• c o O c (D Co Cc am Oy 0 CM-- E � amioM � oc°� o `�' � °' I ° Mo N ° d a9 C N 0 C) ' — O m ° f V ° CU 1p C N Ca O O m +� 1@ -0 Q O y U. _ Qy EQa� � a> > E Q y c .cL.co z a to ci ` C QL j5 ,00 o cp c +� I Q O co 3 O c°, CL y � EQ � yE �0 a) QCU •� 000000c°i a) o V V y y c0i m o m a; U � c C o j N Ca N 00 F- C7 m cu OC Q O N E �- 'O m C°a c°i • • • • • �C Q Q Q O a) � a o ~ z a +J +—O•' C V m a) Q O L U O U LU U) y L O N C7 O �O -O ca Z C m +�+ a�'i +J C4 LO o y `' a) y '6 O rn > O - Q y O L y � a M C A a V m r N O) > O c6 > C y 0 0 CCi p c > e- cc e. -O 0 0 N O" a CD� � � � N � +O+ 0) LO CL N 7 U Q O O U O N cp C O r L O O O 0 CD C U O. j N .Q UO .O E O .} ++ c +' .Q cl p cA > o Q- Cu w 0o -a OO E U . O C C Oc co Nt_N E c Co-0 + 0 0rnQW O N .5 .- -0 7 "OQ ? Cv Z. O U > U CL "O F 0 Q CL 0 ++ C ca O O C O O ID7 j 0 C NC Cr O O O ++ 0 + U C CD CL > O ++ O ❑ HO O O C 7 0 Q0 . O7 O. CO O4v U W M 0) w CD � O Uo E - n N C O h C CU Q O U I— +�. O N C6 O O (0cc U O r o () Q 0° d I- LO :5 ca wQ Q K L m W ~ C) O N I- W O CO COO oCz `� � U CO aWa 0 Q O �O N O V O �C C O) ►, CO O oCD r Q C a Z cA c o o M +; m (D �D j j a Q J CI? E U w O O O O a J OyVm-C 0 0C � L C ++ C CD O CLU O C Z .0 C z ? z E L .0 C w CD C -o _ 1 = O O)I �Q CU VC O c6 CLC O O O C O V LU E E F- a oQ � � � � � m � O C7 0) CL +_� O 0 3 i 0 C ` a CL n a) C E U y C y v CO O > O " O U Ur C O M U V O > CL O +1 N E O � � �+ Q) C.) Q)L .� O C a +. ` 4 U. > +, o o y +� O cu O 0 O Q' O N O O I �` y I-, O _ U co > = m U C CL `n Q c o a °' E .c o Q ai + a) y A o 0 m Z �. cB CU O C >. O U N H a vi C ~ ti+ O k 06 O ca f- C Cn O O O y U O m c O CO A � ~ O c z E o 4- +O U U +' O C O a U U LU N fA ma p fA O + OCn Q aV coL0O) (A m LNLOO O_ N CNco cU co O O Cl) co O Q O M O f0 E O U Ln L. E _ > 0 E ym O cc O . c co N _ C � cm .Q c cc co > O O 0N — c p cD O O 0- p a. E -Q c0 O Q > O OcmW c }; �O co M > cy nl O 0 (0 O d 0 L CL N O_ _N N v- O .O C � Q O C N EY N > Q O U U Q.� N y -0 a) Q.� N L C> >. N O d' LD Q Q J E Q Q N N N Q Z ya aW � � m � LN I-- m O N O LO F, L O O CD O O O OC Z m LO co C.) LLI Q W Xoa o —] vim C CL c O •Q �, .Os m c C co CL a _ d E y S •c ns m 0 CDm m W c 7 U . Q y.. O O V c �' f0 Q N O O (aZ Z z � `Q N 0 U O `' A 7 O � aOa ` ? M a -0 U QCU a CD a3 > (D E o O tj L a)a .� LO ++ Nyj C oa m m0 X N y m O O C H 'O m CD = = W 0 N N N O C1 Q O Q A N E N m > CV) a j m'� coE -a Co C 0 ,0 N CD Q 0 to .QN� Qio zzz O >F C _ cm QL >E N co �. E m = RQ �O� O �o o(u E E Qv> V �' U c c .� 0 Z O o c O m O 0 co O W n tr O CD z d C 0co 0 3 (0 Q O m y O p U Q a CD a O U) w M ui fq FF4��) 5: , NC� Y ° CO In N C O 0 co N Uf0 CA N O ° CD 0 m LO ca 0 CD � p C O cC � E E N O N N N � +�+ m O E N.O N U U a) a)E< 7 , C 0p p .0 0 0 ) 0 7 0 CV A Co 0 +-C+ A N C CD (6 a c C "p C N c0 N N U N O 'a a.0 "O_ N co CD a N O N C O U p N U Q C Q a y m co 0 (o a.n O Q U 'p N C) ro N I� C0 0 0 0 � N Q M v �— m p M dui c° oo � ac z L QaLU aa. o � ro c0 °C a� ; a � � � c ° a o m e W Z v) C N c0 U C ro V T'C = Q a E o Quin m = Q Q) ro o � c � 0 o m a > CO COc O � � +`1 yea � ° � Y a a m z 6 U 7 U p m c ro Q C. ro ro V ° C Z m U U) C N y U 3 y C O y +1 0 5. Q a ° `° e _ ro ro o ro 'o N a w c a m +� w E o — o a� N Co C CD w_OC C7 -r, O V° zN 0 a) Cc •y y� Cav p R " Q mi CD co a co Q CL 0. yC T v (o acn o a ? � y �oco — vw p 5 a = 0) 2 a� -Q w. z O C Y O Cm - N m U ia N _ yOc q) Q O � - U w psi o aacr) > 'y m Ov v Q Z tp 0 to y C m a�i E o N V +, coI b I ro C Q N O• p E C fl m O C C) N +, G N m V 00 m o V o o U o a� CO 6 m V 00 D o C7 m o U m ,C z m E Z v�i vai m O CO o co c o o c H O c p Z . (D a w N C N CSC N c0 (�•1 U) M Q coa, 4.1 p a) C +0 N .N C O C m m fn CA CD co CL O co ° W CD U) a) — 4- m ++ cc a) O X O C -0 , c0 O a,., L -14 d N N O .cA fA C O O a) >S �C . O — c0 Q +1 C C C4 LO +°+ o Qy .0 � +; o Ct y c Qo p rn0 L > C i+ y- CL en C ++ y Cl) CLN +1 y L O c C)O _ c0co a) C O `I- L N C y a) Q i' Q CO O7 LSD O t O L `— > O O O c0 7 O O Q c� C Q y p O ++ C > a) Co L E E p +' C >O .'I"F. C c0 a) y .0 •L N C ip, N 0) EL C O O y O y +, E Co Cr 0 41 �+ cc p N 0) .y N V I— O .0 f0 o E + ,� O 0L) c0 'C c0 0 _ N ''" C O E C N +p+ _ 'Q-07j C + C > C N fl Q O N O u) U) a c0 O O O +' fn f0 �— — O c0 L C 7 -O 4— p ++ N .� �, O C C- C O m >O 0 CoL C C > >O LO c y °) C OL Q ai f— E LT E ° Q ai vim) 0 0 C 0 o o Q >. 0 Q m .,_ Ln o o L N N 1< °0 0 co Q � !C W H 0 F- LLI cO In 2 V > a W LU x0 < CC F op {s! _ 1 Q a � � m � L O z Z .m o > LU W ccG O C7 CL O U o w N L IL o °o LL LL. > y .y N L I L O O MaMi L W 0 '0 W A� 1 r� C � E 2 o y z a) N O C V Q) N N O U) m LU -0 `F•- 0 t 0 t E 0 0 0 0 a O O 0 +0+ � O c co LO 0 y w _C — O c f0 0 C �. fn O. CO fl- y O O U y _ ,� C vl > O 0 A N O m C m U 0 .O L c O c _� } O LO C y O `y +� c �e U 0 '0 Q E 0 i EC Y C c .0 c 0 O w M O O m (0 y U C O Q-C .Q 0 •r- O y N .Q c0 0 m0 i0, C �n +- m +�- p U m � _ O O EL 4: y � p O O U O (D 0 t -a CD � � C � N U Q 00 X O 0 _ 0 C s > U LO) E y m a`) ci ai 7 ? L M C N Q 2 -2 Q N0 O CU 0 M U N � 7v 0 O C f0 f0 co .0 f0 m 0 0 M ,y c - L y N 0 0 0 0 y t O +' O 0 X a J 3 0 �? N O F- +, + U � .E +� U .E U .c W � a I- E O n LO CV O M d' O � N ya Q X CrZ co 2 LU U W co OMO Or- ~ W O co Co Lo Cq OC Z Lc) V > Q W d G 7VM m _ 3 +s 0 C7 > m 4- "- u +y' 0 E U O O '0 m O m a p co E m C ,� c n - Q 0 > _ S y 0 CL co a E � .CD o o E D .� m m C7 L o +� o -C 0 U cr'O f0 is +"' O " m U ++ m 0 O -0 tp Ccn U- G 0 �" 3 CD ctl O O O LU 0 y v C-) `C: +_+ r- C 0 0 h O -CO O C E LL CD Q y O r- C U O C y v7 0 y > Y� + M _ i 0 y N j f6 ++ m O M y 4- y t O AC V Z 0 c c 0 �= .c 0 cc Cl) O O -C a CD y 'U N y0 U .0 U 0 c0 "0 , !A C d U O 00 ++ > o U 0 cc .� O C U .c ++ 0 m � U 0 O C = V +' m 'y 0 3 0 C +_' p 00 z +°j m L U 0 o a X C O i •«- U CL LU m O co a) n a� r- c� _ CL y O E 0 w m Z Cc t3 +� c c 0 rn U h� +' ai d v LU U LU O O r- N C Lc� c L L C m Q) CD O V C) CL O a) L � N M > MMQ� L Q � Q } f LO V GC CO LO co O CQ r CO LU LLJ = m co cC z F- L) 5 Q GLU a w- V m cc V x 0 C7 N a c O a� O O +S N O N 1J Z C 0 co +O� M .0 a 0 J O N E O U — C +�- V O CO Q Q _J N Q. -C N — Y a 7 W L CL C) V y 0 ?� _ a7 = co N 0 mui a7 .L ` C w _ _ 0 w Q_Z Z7 a30 a)C — y (A ++ cn 0 F7C O C a s U O N V U N F- a O O 0 c a m O U ((a — W M a) V Q• O V a) O C U Q O y `� U Lu oC " V O O L ' O U > 0 f6 a s rr fl f6 +, W y O n m U a c C7 0 C) C co 7 C ,F 0 cc ` M ` p O > N IL a) n O 0 0 3 mL it a t x U �d CN -CLO oC 0 m O E co m w .` o c m a) co c ca o m a w V Q) O a Qy J CL VY 0 N CO ccoo a O N — � V V O CO y `o .` Q O •0 41 c V V a C 0 a� Q y U +, CO C o = a M CO p C M y M Co y — c c co Q o U0 +� +0� o V a0 o a`° y m c °E .a - 0o CD o > Ea c Z 0000 E Y ai > ymO co a co C U U O CL '�' ca i o .a) O O fA 4+ +. x 'L O C o • U Z Q co .a ci OC co a; N o ai Op cxo x N U Q °7 V �' CD cca N CM d• LD Z O O CO O n y Z c 4� +� M V ca N O c U Lu n c o m @ o % q C Lc� E \ 7 2 � Q) (D D » 2 6 ) < � — k 0w toca < .CXw v k � � w _$ � m I-- La / k � 2 0 « pa X o < k _ . 0 OECD 2 ® 2 % = 2 � CD� � D � / CD / k k CL /k E � / / k \ U Q 4 J 0 E g ® o co o � o \ o \ \ I § % § � 0 E U & § m m ° ° ° � %$ ' Q � ■ m � Q � N � 20 m o � \ tot k / \ kk / m § / � 2 2 � k � « m M Co o a q L _o $ c o c o w § 3 § 02Q ® � § f * \ % ƒ '7 Aco E CN f4 \ � § k / � % n \ k 0 w(D E / .2 ® § .E k E CL § E , v \ \ Q § k J / v % G \f $ ° § 7 \ is , u m o , v 2 q n � S E ) E SE § A / ° Co ® � ° 9 = 2 2 co § t� C4 —ZCo w & G00 $ gddO �d � O � dS / A R / t2mE2 > _ k o qoq RR EC6 .6 8 Ob / � o O 0 @ � 6 E •E z — # � .. . § .0 % � / U w to % c Lo / $ 0 (Y� L LU 0 § 0 _ / k / ( § k 5 .\ E 3 3 / c f § - j CL �CD \ ® _ a) £ \ m m — cc« / / / / / � # � D2 £ � k \ \ uiLL; R (D k - � / � LO 2 = £ F Q « pa xo � k _ 0 � § CN C § 2 % % t g q q q k & p [ o % � 2 c c @ @ @ @ § E o m % to © / « ® � k a) \ � \ / � \ \ 2RR \2 � k 2 �f a .0 / U Co f f a f I-- o a ` q / ' to « o � e ■ a & @ p o co e v v �_ 0)f :i @ � cn k LL 2 m k § f t q [ t Q E E m E % ° § ) 4. � ` o 2QL @ § ° ƒ ° 2 2 k / t o CD CL k m ) a Co m z t 4-1 k / / \ ( \ k % k / / k / o /2 Cr § 2o § � QmJmQ � Cm $ 9 2 k R / co \ E k 2 w 2 c= @ 2 7 = cc G LU 2 E \ k = r E c d E � E E ' gCD = / 3 Lu E E 0 w 0 2 / \\ / ] \ / m R 3 / / k k t § 2 0 2 0 Cd CL / U) \ o 0 @ O / CD E 2 q @ / o 0) LO 7 LO E 2 a o m A _0 ƒ / / O £ / 02 " > $ o 0 d \ > S S 2 ° 0 cu (D CL a) � � � / CD a) � \ 2222E E � a) k R \ / SCD m LO o m < « ± r o E E < m � a) 2 L6 U � � 3 «_ � 32 � c � o 00 / 0 / 2Cl) _ « � � % � kE � e I o < � � co \ R2 � 2 R © mLO u � k \ • E\ k \ a co - CV) w e a) & > ILk � § / / k U 2 k 2 f \ q n 9 \ / \ . ( ƒ f S — $ = c & E ° CO z ƒ xk R ° \ n : E o � -0 t F � � 0 C c ca nt o { # _ - CD � fCL 0 § S § E 2 2 2 2 2 ca o / \ E 2 § 2 E CC k > D o k / c 3 5 mE@0 £ w u o = I / © e # ° — LL / k 2 \ / 02 E /0 2 3 / A = o = E R U) f � \ k = E >$ CO .- \q �_ 5 / 0 2 0 7 2 ® c k £ E 2 w § ff mm \ q / t kCL0CLa- f /f 2 Z, / 2 0 D k g 0 k X $ l x 2 Q v f o \ S o 00 E > d E m @ o m A @ o C� ¥ 4 R . o @ � k k k k E / 2 w : 2LU / 3 a. d Q w @ % LO S ¢ o & C Lr� E 0 \ b a. I a) a) k k n C6 e o 't 2 � � LU 0 � 9 k LU \ 00 00 Ez q 2 q2 « a a. . 2 c co j \k � / . . It # IL K CD 7 f / 2 § CD « _ — ( � � % b ° � \ m w / k a z a a a k 0 0 � � o qa co22 2 2 > ± -CO d o@ CV) CV) CV) _ ca G t & 0 co \ G2 § -C c R cr 0. k 2 , 2 2 0 c § 2 « a � > E % 0 2 0 o k $ c d 0 ( / k m m ® � co A » 2 / CO 0 c f E % U. q a / m 2 2 7 k / 2 § 2 2 a o 2 S o & & = 3 2 E co o A m z z c 2 c S m u & / $ k k 2 ( � \ coo \ \ \ / k f 2 E § & E & vu > uQ _ ± = E o 2 . u u E Q v E — E 0 = 6 < 0 k o j Co \ 2 0 0 0 00 0 a 5 e o s a 9 Q o m m m Q Q o � 0 o � I R E @ . % @ � 2 R � « m — W _ W ¥ 0 . c @ � _ " / . k ° -6 b o f o / o U w : m _ � O 0) 0 � � N C Lc a` ` L- m CD c .0 .Q E E `o (D CD a a CD cr m f Q o r: N N cj N d Oo 0 Cl)� y a Q W U U N LU ~ CQ M co 00 _r LLjco Z M LA LU LU V � xOQ (D c •O k O 3 O Vm co CL C E o w •cw y ,c c °7c y ;° 'a � co a -i CD o cc a) E *� a, ,� E Q E a +� o ro t13vi ,� o m ° o(D a) c° a o co o C ° coo j +, m Z � } `�° CD (D ai 3 k o c a C ti ' ro coo Oa a m ° ° ° o ti a�i m ° N co CZ aai Q O v mc� � �o Ca a co Cci *-X ,C E ' � v +- m a`hoid +' c CO M ac c0 COLU o a� > ,� ca ° CO Q o ° ) ° o U. CO CO 0 .o o i v" a c h C •Q i ��, a c as a x a � � ob as a) m � "~ � 0 0 o a co o ° a 3 •� m m a j c E s a� coi Ma�i 'h r a7 O Lx -aU \ Z Q N • • M, �O E N O' O E U O +_ ao N m • • • ti (D O CD rn c a� C ° E cm o � Z D CCL X coca I— m ._ O iL LU U) m0 m0 a- N U y O7 Ln L L E v 0 o m o O o W (> CL c avi m coi m N N V N a) 7 C p fA LT L3' 0) L a) CD a) Q Q Q W Q d: cm cm a m o 0 raa aX W H m H w co C'M re Z to M C.) 5 Q w LLI C ' C L C XO � w •p y O C p c0 U C ovC7 m R °' O a3 a $ timm ° m C7 coo y o v ti ca p L v zcn ° CD o asi caa� (b E cc c m a) ^ZCDW ca cD i m p o,z Q O as � O , v4: 0) m W Q O h ° a7 `° p "" V O O ° a .Q -c: co Z Z CDX o 3 `m O ° a m ° %. 4 aLU p ° ` a) � k. co 3 co a sz ? N O co 0) C ' LU Q ° r C a i ~o � CO z 30 m ate' � S. IZ Q) o' � k ". LU o ° ism, ate' '°o a o o,j o o '- m -Q Li — *O U � V ,� O r. 30 p Q I� Co C O m O h .0 i y E C O V co y V a ayi h � a O 'M �. O N 0 h cn m cn to m a, a, N �, a c C O Wh p �CN0 > •a� �Oi �Oak) ycvo �p �t �o oNLOci •'y�O„ C .a W 3 O c0 C�L N O kO Ca O h3 O Oto m cn o0a CN m L CC a) IQo QN O a� O) cu ro a � O E co o Z 1 � aci � rn.S a� _ o d LU J L) LL 11 CO p � OMD — 0 O O L -0 M L p � M O C M z E E y `*" y 0 M LZ C M O rn, U c c o 0 0 o c cc j L M L 0 �C N .y m cc y- CD t 0 'c0 M O 7 0 C 0 0 C y O M = •L +L+ N C L i= a0+ E .0 .0 �.Y C � O7 y � 'i � — M in c0 0 .0 L 0 +L+ iL+ 'O L fC y 'C 'O 0 C 0 -C y L E 0 a) N d C ++ -0 -O � N � Q N C C Q 'L N t �= IV .Q .c - LL 0 3 y c ,a; a 0 +- — ,� i o .MU- E o +� 3 s c F-- 3 p co t-- o m o c •}. 0 z 0 y Eam) 0 0 -C 0L 'D E E L L o 3 M o c0 n .� y o m o E 0 m D� ia 3 O 0 0 -O +,CD U O 0 ~ y co a0- N y co �+ L C f0 ++ .� 3 L L y Q W O y M � � = Co 41 0 y Q FE 0Cl) . y C C O y ai 0 L C 0 'O 0 i � p U C 3 c c f° -00 c 0 C y cr C Y CoC N fA - y y C 7 cc U U E "0 C a C- C 0 0 ` c O O C 0 +' b y m +0+ 0 0 y V 0 C L N V 7 0 ++ 0 •y 0 y V '++ y c 0 co Q) ++ 0 Q O 0m n v3i > ° -oa Z � ai m a�i IL- v +: LO w ai w r- M M O a it M 0 Q X M Q � � �° UJ co f M M W O M M M co O OCz MM tC) lW0 U � a W a y Q Q Q J 43 O� cCr Q OL `Q C C m W L 0 4 cr z0 OC 3 O O O W Q `'. Cl) 4-- V a p > F- C O 0 i C cc �..� cl L ^` L LV h C U-_ U. y C co •� U L a r 0 O 0 a ; 00 Q m Q co N O M c � o cn y y = wCL 0 Z M 7 E 2 a) M M 5 X 0 >- N O W Ll fn C d U N M LU i >. ° �(D y E Co 0 Co LO CD E 7 0 = - .0 � _0 y T N y C a(D cD f0 > O) O E — y N O y0 p p C 00 N L 0 0 0 � � N C6a a)m + +' +_ U � L 01O .� m 'C O C � a) LO c0 O L �0 7 C N N � O y CO O. 0� C CO E O C v1 Co > a ai C ` m O L f�0 C O "a Co a °+-' � o ms c°� =_ +j o aai �a —_ E c o E E 0 Co o O N O E +"' N y O C y ti`- y O` Q CU U > +, ++ c N N ` O j 0 O C CL N p CL E o — 0 c°� .E c :c E � � m o � N y o o c o o a E m = a o ff Q ;� CD a O U c m_ C Q- ° +; , 0 a�i +; o ° 0 a 0 �-aa � c � > O � y � ,o m C m � � to E � EEom ,o aov� o � � � � cCo > -ar Cr m N y 0 O y R U � L1 N " W C a U +_-+ O O 4 � Cnmco � yE ° o Q � H ain ° � 0 Co QmE Q r M M QO O LO 0 LO tt 0') a) 0) O N ya W ~LU O O O H w Co Co OG Z V LO a w a x O a i 7 UCD CCW C7 rn Q o IL o Q a E o `° E Ob Z Z Ca O 0 °C °' m E W C C j Q V Q O +C+ O +, _ W pC Q cn M ` x Ca ~O � c v o E - U p Q N U coo a 0 � +s, Co a� a LU C O C -C U. Q � E m L3 o CL C +� LL y C (D E z U N ` +O- U m ro CD O a as LO m Q N 7 Z V w Co a m U m m E 0 _ ap ccm U 5 axi 0 O c � m m o E co .o o °' z N +O � U y y O Co f� O O Cr Q O CDc = c UI o Ii U LL m U d ui w CD LO C., a) O co E CDm O m p E a.c O O "a v- co p co c- N L OL ` L M � L - O C O p O Lfl L L +, a E r o 0 m a� m _a o o p c o c c cn y -0 p' + aL ° Q) E '3 Q 0 a'C_+ U O 41 O 07 a) O y p (D '� C > 0 0 � aC +y+ .- ++ a) aco d C p 0 C O Q -0 E -O a f0 N d t C ++ L " -p 0 N .ti IDN O a) 'c - a Q i,= of ca F- E U a a Q m z z M co ?sum K c � � m LL W _ Rt LL � LL � aBTL a o~—cz � L I OOO L� XLLz � z V ; w O aca aj o a V Ccr.7 ° co c o rn c rn C7 .� 0 .0 c > aZv1 c L •1 L '0 y o m a� a Q Q � J E c a� o }'L, n m m W O 7 C cn t d C p) a1 4- z Z a�i p U p �+ m 0 0 o f oC F- a) a, c -0 O 4=(D ' o cQ 'ca OL- m 5 � v , 4) Na U Q c ° Co a N L _> O C7 V O -6 L N "O O .0 0 � > > aN cn 0 "- W Q UO a CL co a 7 y y 7 � CC - h cc -0 a N L C C O L w C''O a7 a) > IJ. 0 ccp 0 0 ° -o m n a) a 00 � c L m CD > v _ a) � 'a �° � H O p O L > 'S Co a .Q 0 c c cr o 0' CL o O� Q a 0 > ° p O (0 O cn c z r ° c c o •° v 2 c O d a) C Y > f L V CDd LL LL Co U m a. r 0 w i o 0 LO ' am o co C.) M n. o N N (o > p_ + cmO 'D c0 a CL OL cC0 O LO E m ,C a y Vlcn CD O7 rn 0 y a E -O c3 y U N .O C co CO ++ m M r C) N ca o y LO I N a d -� cEE N X OC d O � a) cn N C h — f6 O y O ` 3 a a E � W .o zi a U) o ry O o}c � Ln co Q o a — o z rn rn ca OCH Q LLU LO L0 LL MUpUO LL H LLI = Z DLO 0 = O � eF OG Z O LO C) j _X O < ^ o m w m co C > O m O Q > N O N azcl O v Z N � Ll O > co O Q a p J E E � �,i 3 LL Z Z y w _ V Gl Q O h E a O V fO = Z z a) O LL- ` co 0) �> C p > 6[ � � o � � cn E > 0) H G. O () + am (n CJ C LL >, Q 0 N a , 0 0 a H j � h y •y (D '— y+ yl a '+,a CO aa aN � ov �.LU Z a .0 O v) CL a a 4 y c •y `o c`a > y .(D lz c� w ," '� n c 3 y a 7 _ ` > a i; N O O C O � O y C O y .0 + O ` LL 'j y ` ti O a U V a y +O (� 6 O W d C ai V Q co 0 O Q 3 o O C OD O• >, V N O 0 E O's O m N of �h L6 DC fA m �' :_' 3 O O y C O O O C z N U vi C O E a N ++ t ❑ CD LU CD A O 7 ! U. m C V _ Lu N N cn co LO m 0 m o � N C Lp E E E � U U N N d � � O M O cr- a co to � a W ~LU ca H W pC z U > Xoa � `� - c � U �I •Q O r0„cr CZ c0 N Gyt i y N cu W z C ° O ° y O C y Q d Q -J.I tU O N -C 0 a to O COpto to to 0 ro C co ro co j � ; CO ,ID U i In k y C t+ tp O y ro y w. ;ti C a O a V C O z0 j [C p ai v O �C�i y y W y V a7 G O t0 j O I ti IL Q QZQ O C7 o'po a ° to a ` ° y c a m o d p tip C k z 0 C \ m y ° c ? 4'� i 0 0 = 41 W C `° a� U '� tip v �' "� O O C R O \ C y c < ° Li a) O C O ° 3 co to ,° C") M C ,y ° o ,V ° o V ^I 3 �., o 'o corn ° L ° y ° o o chi �' `� +. a• j o 3 °°' •� o ° 3 ti ro o a aci 3 `°°' a _ Q w ro ? cco q) O c .23 oo y to O m 0 ° o a°i m c '3 a, ,c� W U a� a� c y O m O oc 4 w ° ° m h .H 4 °, to O O O I co O °�' m •� m n 0 z 0 U ++ N O d U Lu Cl) m E m Q L (D o rn o wC C m E a) y C Co a C a) c U) rn ON 0 0 -p Q 0 _0 o c_!E CD L >.- a) m a) o +� ai If) -a E L Q7 L L C - L m n y aa) m m a) .m a� .E �c C O V y C C '>y y "a y a) y 0 4- y co O V E E CD ` m i0, a) O c� ,N c ' o m a y Q E Ey .0m ° o -0 a o - o co D O -o E .o 0 c ° i a_°) a y 'E a >. - 3 .L an c •° c c O a) } > -a x m y L m c m (D c C6 U rn `m > � m . - y a� a) U m a) 'm Q E c m > m CD E m m m + 0 O o QY fl Yo ccoo m - OC y L m a) E +_'a)y C C y L L m , m Q H m 0) a E 6 Q.Q Q 0 - E cn n v o in E � vi � � .S E ry ^ N CA Q N N N a Z n n 0 N U) Q CV ^v V m Z; Q 0 W co 00CY) co F_- W = CD U,) LO co Z V � a W LU p CL a) a) o m X fNcV 3 y C ) CV o N C a) CL 0) > E C cz N 07pN U CD E a.a p °a J�'• _ °3 o . +ypL ' ° ,mcca .yo o o ) a)E UCo owVp ° C -0a) m a ) - CD $ o o E Eon W E Z > CE z a) ` o oO E ui C a) O _ LU = o 5. CD 0. co UE a jC E N c t a 0 O a m co co C W Q a) U c0 c`6 CO Co y y U O) N 07 O O 0 a) m U O M � a) 'a m 0) F- .` Q m L U W- a) O O >,- ' +, -p Q a) ) E a) - co 7 C O V0 Q- 0 p 0 � _ "O ` C L = y - 0 .F m � U m y C � L ° a) N ad ca C y r +-C O O O 3 O Q) 7 U ° - .p m O V +�+ ai L +' 0 Co � Q ate) m Y E o ° *' +� m a) m a) ca -a -0 -o Y °a) 0f6 m y = m W CO C N _ "O a) W a) Q O a) E - 0) O - a E C CCD: a) +� . 0 +� -G C �L X L O m N > O E N x N c LL. - 0) co m y > O O F- E a, 'O .7 a) E o w C *' ° .0 E ca = Y y'O E '7 E y L L > 6 y y m 4- m e >• O a) U L O a) m m to C y y +�+ a1 O ++ F- ` - Q ` m y ++ L ° ai � 4 � ° - o .c '+c-, � ai m y ' E � 'c _ c c +, N U a7 L !A m O O C � y v •c E y c m X r°v Q- o y r 3 •c aci ° o r E - p) O �o O c O 0 a) c � E 'c U o �) o f o ?—o ° E y o C +, Y .t � LP c o CD *' +O+ m +' L C "O m E O 0) d Y o m � Q E > Q "6 w .O ++ m Q C �_ U 'C c C o io c co Q Q +r+ o "O E o Q E Q U E co c.0 y C N 0 a) U N a) U a) L E °3 O W C � O U C O +O-+ 6 E N E Q ° o E .°- ++ a) U i > U O .aL >- O 0) iEcn OZ o cn0 0 E o- c 6 to co U w 04 -ar }' _ co LA C+ O L a3 C `' - f6 C O O a) O N " a) a) O) N 0) O E0 0 00 E E N C > O s 0 a) OCN O Q a N a) O � ' O o i O U ++ CO ) U O 0 ++, '+, 3 "O a) a7 a3 cD D C a) L N a) L +, LO 0 M ca Y L 2! L U N Q t 7 0 E '` � = Q�" -0 U O C CL _ co C a) O O a) a) a) a) +� C C a) m N '(D O CO a) N 'y a) E ca a) C -0 O L C E N a3 O a7 a) N N O a) 0 cU0 'C U .0 C co U a) () cm 0 M = c 'm O CL > a) C 0 '� �° C '� 'a� .c rn a) a m ca c) N 0 .` 7 0 CL +- j 0 o Q � E d E 'O U O - r- 0 0 C N N � a7 - -0 O C ,,- " COm +`+ O � -O C ca t a) O s a) c6 +� 0 N CO •C a ) N N O C a3 Q +•, N E 4� O N ++ U O � 0 U Co h O X .� 7 a7 fC6 Co CO +O, S O7 t +J X C N@ •_ O j C o o N W O a) E `� a7 O +_+ C U N > N O "O co Co C N C a) E ++ - �G ++ a) = 7 a E C E 0 0) O C O +� O N CL y O Co 'O 7 C coo � •U a) +J co as a .N ca Oa C ,u0_i +L- co a) C C C y p C a) L U N cc O `-" 0 N O 0 O O U N +' C Co O L O O O O L i X Q. > N C O . LS E a E O C L L O U U N N ++ O. 0 O O > '++ E -0 7 O ++ CL a7 0 •,- 0 0 '++ Q +, Q v- � m a - vUJ W ~ ca F' W R z U j a a LU IL a) O m xoa � OVC�7 +1 .- c � +�- N Z a N C n N .W N y aZ a) E N C Q d. Q J a5 co C O O a J — (D E cG N O iz N C CO O O ca W 6 C 0 a) 0) O +„ z Z O C U OCL C) as U a 0 I- C W CC Q ~O C7 v c 'a3 j ro N O -C 0 C CL Q N N W W � � =p O .y LL C -,P, 7 N O OO N C •y ,s O N m a) , 0 +' O C c) a) O a•r 0 rz E U 3 � 0 � O .� O O C i O C13 -0 X (a U '�s o O a) E (D0 ro m rn 0 z E +' O U � a) O CL U w CD N +, c0 y C — CO LS) _ m c0 O 4 O O Q � ISY E co N 0) O m E ? w o c > N lC L cnV co NV L O 0) COQ ° oa +, ° L c y CL co Co m a`) E C w0 ` E 0Q) C wwD � mm -0 .0 rn ° � U • N a) CD . D y v C o , Uco Q O -o C o E Ly >N m wcc Ea00a) OEnE -C � o, ( )- - > a CD m CO c !a QM a) m �) 3 c y 5 w E Cn m c EL - yyw a > c 0 = O O a) O C C co y (6 > += aj O Q y O H ° ° o Q 0 Q OC E 0 0 'w y 2 W M n � c0 O c0 Q � U N Q Qx U �° � W F- OQ 2 O a F W O = m pC Z V � W LU In IL c 0 O Y Y 7 V CD V C -0 7 N z W rn a7 c0 A Q IL Z a-) a (D 'm c a ap CL E E c m m 4- o L 0 Q � , ov W o O o ' a) Z — O O C L O L Y O > NUJ C ca C > HCCa t o m m p y O a " y y CD CO 0 C ` a 0 O m m Y -c a� m °� W V 0 m U L :C E U Q O a) mE � oy �' L N O O f y E o c o U m c E y E o Q o ai o 0 m + > -O �e O o 2 O U 1 O 06 fj cr tEn •m a) + 3 0 a) w i O E _ 'O O C � O O O Z c Lm o CL w y CD co ai a N w O Ln L L L V L (D Ea) E 7 m y N E O CO0) O m V L co it `O m N +' '� C a) CN 0 Al=_ 03 a) W .N " o L c 3 `° 4 CD N 0 ai Lci E m 0oa0° L = � N ~C c coN = NU O ° 4_— c E ai pC -0 Q U D �E �E az a a+ Co a� C a, ci a) Co m L O °' 3 LCL C6 ° to m E ° ` m a C m CD I. o ° o ~° ° ° " r CO CD 0 °Y y E o E O C -m 4, ca awo Cc ° °° a o ° — c� °a) a m Ei O ° m a o c a� vi a � mE O�� �-0 E m � a) E .15 ° C (D EC Q a vE, a U Q a 0 ai 0 0 Q Q 0 +L a cn �' aa)i � -v H co N LO fJ CQ d 0 G N FW- � 0 W M CD � CM w W M CM ch LD Z V � Q 0 LU a ui V D: U m C LO C7 N E m N WZV1 a °� N mt Q a J O _ CO 0. O J E O C O Q Q O a, •5 C m y C m W Cr O N O p E 0 5: C= a) - C 0 IL W Y O '+' C m IL p ° C N O +L+ LU Q y .ca d -0 O � � •C v O w CL a a E 4, ° LU 0 '� E N o W C d U. (D 7 O a) ca a) E a +- ++ C a) y a) ++ a 'a O Q y.� m N N C N -C -0 O C E 'cn Q O O O00 a a y N ca 44) 2 m c`o O (D 0) N � aa) c +3 m o >� E Z L C m (D p N N ca �. ❑ O E a� CD 0_ W W 11 Q U C� � LL N N N G g � cLO ± § c % \ @ O � (D5c 0co> / \ % q 41 / f § / g 2 \ :cc $ 0) LO 41 2 cn o 05 Q a — 2 : � ° -0m eo ° ® cow ® � cc— 0 = 5E / / ( , k \/ o ( k § 00 / ? k \ 2 k ` 00 3 3 = o o % 2 2 q m c 0 co % % ? G 0LU % c .g 2 u � E E •\ '\ E . o a Q) ) •\ 2 � & '> / / [ 3 / Cr E &D § m _0 7 \/ 7 ƒ 0 0 Co /� o ( Q k d ƒ k �d \ � J / > CL C kLo a. / ■ / � 5 2 CA k 2 7 � � R k CD \ ui r L n 2 u � � oCL E cu qC 7 0 § o � o � Ek o N LU K t ƒ R 2 \= c k « — ( 0 § k $ - z CD / 2 / W ) 0 > 7 0 \ G _Ile \ o 0) f _ # � & $ C \ $ S s o LU Cr ' � $ 0. o E 'S � � k / k Eq \ / / ® o § = 0) E 4- / k > § § � .- ƒ 22 /ƒ c \ $ { E = 2 ' � R % u k 22 k / 2 ' 0 ° ° C / CO CD CD ca cn o : o c c m / 2 § ' c � E 7 2 O � � o 0 " 75 » o + = 0 0 e - o } E E O\ Z % / 00 / b c W W 7 0 3 co � E § � E k � / / CL _ = 0 LU N k % ( / / � ƒ $ 2 (L 0 2 .§ e $ 02 � � b c 2 % § E E CD p E= Qo CL E / -a � / 2 CL 0 Q cr 2 cc w # 0 § / k / k 2 § � N f $ 2 U- ƒ 2 ■ < Q � LU k E LU LL rc k E LULU 2 XO � $ \ � 0 W . C14 w � � E 2 & 2 f 0 o m LU -0CDk \ CD L) w 7 E t LU e O E � $ � � 2 k k b m U CL Cc� - k w o 'c E U- C@ o m e rz k � ra) k $ � U ° 0 ° k k k § k w S o o k 2 R \ O (0M M M ¢m m § .� 3 � o CL k k g k k E _ 2 E \\\ § m o 2 2 2 © U = § a ("Dcu 3 3 2 _ CDk n m n ' 2. § 7 k = = R R R ® \ « « q q q U / L � q